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Home My WebLink About1115 Bernal Avenue - Plans_ _ r _-- - - --, APPRAISAL REPORT - ASSESSOR'S OFFICE - SAN MATEO COUNTY, CALIFORNIA CODE NO. APPRAISER �.` _� �,- DATE APPRAISED 1; .:. „ r OCCUPIED i�r va E aa owry R /` _ . ti� ��::�::� r�;_ , ., � TRACT /v ai I ` IMPROVEMENTS SO a ` LOT B�OCK �� ` � g" 3� "� 7� PERSONAL PROPERTY i ��+�� ASSESSED LAND IMPROVEMENTS PERSONALPROPERTY LOT BLOCK x VALUE 3�� \ � �r- � f 'r � ! �O'G' f AGREAGE y ;,� � �,d_ M,�_��e_ INTERIOR L TRIM ' � USE—RESIDENTIAL K ' PINE �- �� % � STOR 1 ES � � /-S%D/ v� � - � 1`f � �•` r': NO. OF ROOMS �� +• 4 � FLOORS � �'' f�A-�••Y: ° � HARDWOOD Y � USE—COMMERCIAL �F�y� I � I = WALLS r n � � y f I f L r/7 o Gl� - .. � n ` � J �, � li:trt �l� 1 n _ . X � EXTERIOR WALL FINISH , - CEILINGS / `!I� (� � ` �HCt�- �(�G'C� 2C� x 8� x /S ROOF =��/J i ;�, i % _. � -' NO. ///S �,6."iY" � L ST. BATHS—NO. FLOORS � BUILDING WAINSCOTING WALL h;"' j SQ. FT. AT S �'% .u� S L�I FOUNDATION BASEMENT PLUMBING FIXTUR NO. � CONCRETE / SQ. FT. AT S i CONSTRUCTION GARAGE SHOWERS : WOOD FRAME V �� I S. FT. AT S , ,- �_ , �- , LIGHTING FIXTURES 1 1 . :� SQ. FT. AT S '" i � 0 HEATING ' BASEMENT EXCAVATED ❑ GRADE LEVEL ❑ � /Y/�,� � SQ. FT. AT f s �.}:,:.: - ��r.vncc • �9y'fv �.pµ �. WATER HEATER SQ. FT. AT S i GARAGEBL��I%.in� FIREPLACES . � DIMENSIONS Zc� r�2� �' �"��•��•� �_�-'..�r � SQ. FT. AT S s WALLS / ROOF FLOOR c BUIL -I / �/LlClr` r�ih �c CG::�y�lL TOTAL S 7��0 I P 5 ON LOT NO. %GOOD VALUE i OUTBUILDINGS f�c-��s,•' --- -" �"✓��= %��=�� ',�%-'= �� ''�`� SPECIAL D P 1 = v F,:c:� %.i•-c�, •r� n,;;.:-� r.. ' IACK OF UTILITY % FUNCTIONAL DEFECTS 'Y. F.-•c _ .. � F�.�. c i- �� i'�t -li.��.: . t . . . , +_ . ..��. v LAND AREA `� �' OVER % UNDER y. IMPROVEMENT DESIGN—GOOD ACCEPTABLE POOR FREAK FLOOR PLAPF CONDITION NEW GOOD MEDIUM POOR ADDI ❑ ❑ ❑ � B.P. NO. DATE AMOUNT S FOR 2G >9J- i0000 prvdts/Nd, YEAR BUI�T • � PERMIT NO. AMOUNT DATE , � G�% �� t� -'��D P6�� ' S�+ e t � '��9 � / Ff ,C,"_1 � :�5 - SP e - / �J �f � %o r - ` REMARKS S D E � L DG r ' n r � C�;�. J � + J 9 ,J s . i7 '. < u > 0 W F O ACCEPTABLE POOR . ' � ! ? � � � � � � c� C,� .y, ,� + z Q _ U i � , , ,, , I Chiang Yang ADU 1115 Bernal Avenue outline specifrcations - pricing revised 7/29/2020 printed 7/29/2020 Division Category Item Specifications Pricing OZ Site Work Rear yard Raised wood deck, see site plan and structural Site and roof drainage Connect RWL's to sanitary sewer 03 Conc�ete Foundations See structural Slab matte acrylic sealer at interior exposed slab 05 Mefals Miscelaneous steel All exterior exposed steel to be powder coated, color TBD 06 Wood Framing See structural drawings Ba��board 1/2" reveal (Fry Reglet F profile, or sim.), mill finish, welded corner pieces at all corners Door trim Trimless reveal detail (Fry Reglet Z profile, or sim.); see architectural de#ails Window trim Trimless drywall-wrapped opening 1x6 Redwood planks over 2x treated wood joists, hidden fastener attachment system, to Wood Decks match (e) deck. see fee floorplan 1x6 ignite spruce siding, Thermory. installed vertical over Benjamin Obdyke Home Slicker Exterior siding/ exterior finish Over 2 Ply Felt Paper or similar Owner provided, 1x6 1pe planks. Double sided fence with access door to hot tub equipment. Fencing See Slatted awinings 2x4" Ipe slats with stee{ structure, see details and structural drawigns Slatted bench 2x4" ipe slats with steel structure, see details and structural drawigns 1x6 Redwood plank, hidden fastener attachment system, to match (e) deck. see fee floorplan Hot tub bench sections and details Thermal/Waterproofin 07 g Roafing TPO membrane over protection board Insulation Walls - R3Q batt insulation. Roof - R40 rigid ins�alation Gre�n roof Green grid or similar 08 Doors/Windows Exterior windows/doors Marvin Modern windows - see schedule Exterior glazing Dual-pane, Low E2, tempered where required by code Folding door Nanawall Outward o3L2R or similar. All aluminum frame EX{�rior doors Marvin Modern doors - see schedule Int��or doors 1-3/8" solid-core paint-grade slabs, 3 satin-nickel barrel hinges per opening, u.n.a Dopr hardware/locks TBD Skylight Curb mounted Velux or similar 09 Finishes Drywall Level 4 smooth, sharp corners (type X where req'd by cade) Tile TBD $12/sf allowance Kitchen countertop Caesarstone, or sim., honed, square edges Interior paint Benjamin Moore, Regal Select (low-VOC), flat on ceilings, matte on walls and trim. 10 Specialties Bathroom accessories Kohler or sim Medicine cabinets TBD Bathroom mirrors TBD Shower enclosures Shower rod with owner provided curtain Glass door shades Mechoshade Mecho 5x. See details 11 Equipment Hot tub Owner provided, contractar installed. Bull frog Spa R6L Washer /Dryer Assume none Dishwasher Assume none Range Owner provided, contractor installed. Range hood Owner provided, contractor installed. 12 Fumishings Batheoom cabinets TBD Owner provided, contractor installed . IKEA or similar. Provide hook-ups, electrical, drains and Kitchen cabinets/appliances ducting where req'd Oth�r built-ins TBD Breda beds. Urban murphy bed. Size queen. https://bredabeds.com/murphy-beds/urban- Murpy bed murphy-bed 15 Mechanical HVAC Systems Rinnai EnergySaverCr� - 21,500 BTU HVAC Controls Nest, or sim. Smart home controls Nest, or sim. Bath ventilation Panasonic Whisperlite, or sim., ducted to exterior, humidistat control 16 Electrical Electrical service Existing 200 amp provide base power and lighting. Exterior electrical Power and lighting TBD Low-voltage/telecom Interior low-voltage TBD. Telecom : assume none Recessed lights Halo 4" LED housing with lutron dimmers and switches, IC rated where req'd Downfight trim white baffle Moisture-proof trim shower trim Wall washer trim slot aperture Undercabinet lights LED Wardrobe/ closet lighting high-efficacy SurFace-mounted/hanging owner provided, contractor installed SmoKe/CO detectors where req'd by code E�erior lights TBD Secu rity TBD 17 Plumbing Base plumbing system Copper for H&C water, cast-iron and copper for waste lines and vents Domestic HW Electric water heater, s ec TBD Plumbing fixtures Hansgrohe or similar 18 Fire protection N/A � � � ARCHITECT BLUE TRUCK, ING. 1890 BRYANT STREET #314 SAN FRAN�ISC(�, CA 941'� 0 415.8$6.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO r�cardo@bluetruckstudio,com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Buriingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURRL ENGINEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed@larosaengineering.com ,��pc� �G 5�� G�� '� �o� �� O � r-- � � � O i- �,Q� "F QUoMo � �j � r- � L � � � m �O '� � .� ��iz U rmQ � � Z � � Q U � U W � � _u - � .,. �n C" ..:... DATE PHASE 8/5/20 PRICING ' � __ � ' ' 28'-T � PROPERTY LINE, TYP. (E) PROPERTY LINE FENCE TO REMAIN 0 �, � r -- -- �- � � Y � �U Q I m ~ I w �' I � Q � w � � i, APPROX. 20'-8 1 /2" � r I � WOOD SLAT � AWNING � I, 1 I N � � � � �o I � 1 0 I � � � d � ¢ > ' >- � w � J ' J Q I w � � L— ---------------- I ,— OPPERABLE SKYLI , (N) DECK STAIRS ,- FLAT ,�� ROO�-' , , , ,� , , \� �''�' •\5� ' _� MIN.. , , `� �, — z �� 11'-3" 1' MIN � 0 � � � c� C7 Z } + � Z Q _ V PROPOSED SITE PLAN EXISTING SITE PLAN � , , � � . , i ,� � uR�EN � � �oF � � � � ,'� ; �' � � 0 � , r � y �: � � -------------------�---------------------- _��j i � I (E) DECK " TO 8E EXTENDED � I G ( AREA OF WORK— i , L ------- PRIMARY BUILDING SINGLE-FAMILY RESIDENCE �- — 1-STORY, RAISED FLOOR 2,579 S.F. � NO WORK OTHER THAN PV PANELSONROOF L____________ � I I I I i GARAGE � I I I I 'I �— y— i LINE OF BUILDIN WALL, TYP. � CANTILEVERED BENCH I I r — — — — — — — — r �--- -T---�-___, � I II I I I I I � I ��----}-----�-----�----� I �� SE ACK LINE, � I I I I I � � I P. Ii�----�-----}-----�-----� 1 SPA DN � I � I I I I I � - -- ! - -N - - - N,I - - T Q �'I � � ��- � � WOOD SLATA NING � � � � � � � � � � � � � � � J 9'-5 1/2" , LL---L-- �--- --JJ -----__—_--_�-- --- (E) CONC. PAVING (N) REAR STAIR ��s �,----- (N) PV SYSTEM FOR ADU ,- � I � I ' � I I � I � I I ' i � i � � 1 I i � � i i � i i � � � � , � � � J � w 0 � rn � � Yi Ui Q m � w �, t--, z 0 � � i � '°'� — _—.� DRIVE WAY � � i � I i i I � � (E) PLANTING AREA � � i 0 4' 8' 0 4' 8' O 0 16. o J �� UI 16' J � W � z � a � a Z � w m W _ Z W a � a z � w m I II ; _ ��JE T�.�J�� ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISC�, CA 94114 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudio.com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL ENG{NEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed@larosaengineering.com �� G �� G�� O � � � � � O �- ;Q� '{' �(UaMo � � � � � L � � � m �O '� � � � '� Z U� � � �mQ z Q J � W H Cn DATE PHASE 8/5/20 PRICING ■ -- � � �, — r� : � _ _ _ , � __ i � �»r_m��:� ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94110 415.886.0986 PETER LIAtVG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudi�ocom � � PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Buriingame, CA 94010 415.613.7788 soph@yahoo.com � 0 � � � c� � Z � t C� Z Q _ U O � \ 5 A3.1 CV � � Q� o � � � B � O � = � O PROPOSED FLOOR PLAN in�� o� n n�rco 0 1 A3.1 0 �� 'j � � � �� v...� ,�; �� a .��,<<� � �` � ,�- lv l � �� n �m� 0 2' 4' 8' O c � I � _. � � i ql 1 � � i i WOOD SLATAWNING, I W. TENSION RODS � � 1 I C ' WALL PLATE ' MAX HEIGHT a� 9' � 5 � 3.1 � N � I � c�i � � X a � � DOWNSPOUT, � Q CONNECTTO I STORMWATER DRAINS � FROM MAIN HOUSE ' � � B Q � � w I J ' J Q � e a A w � � 1 � � � �---- PROPOSED ROOF PLAN � i Y i U Q m N W I � � � a w � � A3.1 I 3 � 6 � A3.1 LANDSCAPWG ' BY OTHERS � � � APPROX. 20'-8 1/2" � � � 1 2 3 ------------------'-------- --- ---- __.—____.__ � � � , � _. --- , . � � WP OULETAND HOSE BIBB ON LOWER ROOF . , ,, , FLAT .'� ROOF � ,' ,��PERABLE SKYLIGHT � �--- i ,� �' ; i I ,'' SL�— pp� '� � I I � ��I � . . � I II . .� MIt�T: , - - __�—y . . , � , , � � � , , Q � � � . � �, , i i� � � ' � � � � � � � � � ,' ', G EEN ,�� R OF ,� � � � ' � .' 1 I i � i� . � , i i i � � � ' � , , � � �� N 0 � � � r— — — — — — — — — — — — — — — — — — — — — — -t-- — ---- ------------ I I � � � I I I I I I I I 1 I � � I � 1 — ----� p I � � � . i � i � f i 0 1 �< i i I � ��E � ; , i :' � ';: � � � i � I L-------- � I i� I — -- ; - — -fi ; � -\�', � 1 � I i � I ; i i �� I i , I I ! ; � I �_ l , � I � I NQ I I � I � � � � SPA iI I DN ' � ,: ---- _ ------- ------� ' I �* � I' ' . _ A 1 _Z _o � WALL PLATE MAX. HEIGHT @ 9' WOOD SLATAWNING, � DOWNSPOUT, W. TENSION RODS CONNECTTO � STORMWATER � DRAINS FROM MAIN � HOUSE • -------- ---- ---------- ----------------------� MIN / 1 � I � �,_�„ � � 7— a�_� � i�,� 0 2' 4' s � J STRUCTURAL EN�{NEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed@larosaengineering.com 0� � ��G�C `v�� G� F�� O � � � ��o �' ��- �,�� -I- Q U � � tCi (U �' � � � cfl t1S m a, o •— � � � '�, Z U �mQ . � � � � .� i � � DATE PHASE 8/5/20 PRICWG ■ i !� � ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudio.�om PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL ENG{NEER LA ROSA ENGINEERS 7271ndustrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed�a larosaengineering.com ELECTRICAL NOTES SMOKE DETECTORS - In new construction, smoke alarms (i.e. smoke detectors) shall receive their primary power source from the building wiring and shall be equipped with battery backup and low battery signal. In existing construction, smoke alarms (i.e. smoke detectors) may be battery operated. (CBC 907.2.10.1.3, 9Q8.2.10.5.2) - Smoke alarms (i.e. smoke detectors) shall be installed and maintained at all of the following locations (CBC 907.2.10.1.2): in each room used for sleeping purposes, on the ceiling or wall outside immediate vicinity of sleeping room, in each story, basement or split level within a dwelling unit. - Where more than one smoke alarm is required to be installed, it shall be interconnected in such a manner so that the activation of one alarm will activate all of the alarms. (CBC 9Q72.10.3) LIGHTING/SWITCHING -All new indoor and outdoor lighting fixtures to be high efficacy per CEnC 150.0(k)(1)(a). - In bathrooms, garages, laundry rooms and utility rooms at least one luminaire shall be controlled by a vacancy sensor. - Any JA8-compliant lamp or luminaire must be controlled by a vacancy sensor or dimmer. - Undercat�inet li ghtin g must be switched se paratel y fram other li ghting. - Lighting fixtures located in closets shall have a cover and be located 12" minimum from shelves per CEC 410.8. - Switches shall be mounted with their centers at 42" above finish floor. - New exterior lighting fixtures to be controlled by one of the following combinations: photocell and motion sensor, photocell and time switch or astronomical time clock. - Exhaust fans must be switched separately from lighting or utilize a device where fighting can be turned otf while the fan is running (excludes kitchen exhaust hoods). RECEPTACLE OUTLETS -All receptacle outlets shall be listed tamper-resistant receptacle (CEC 406.11). - At no point on a wall shall outlets be spaced more than 6' apart. CEC 210.52 - Electrical outlets shall be mounted at 12" a.f.f. to centerline of fixture, unless noted otherwise. - Bathroom receptacles shall be served by a dedicated 20 amp circuit (C�C 210-52(d)) - Provide a minimum of two 20 amp small appliance circuits for kitchen countertops. - GFCI outlet protection is required in bathrooms, in kitchens and all exterior locations. -All receptacles in the follawings rooms shall be ofAFCI type: kitchen, hallway, bedroom, closet, living room, dining room or sim. - Contractor shall verify with owner need for 220 volt outlets for appliances and equipment. PV SYS7EM Formuia for photovoltaic requirements for low-rise residential buildings, prescriptive pathway, under 2019 energy code, 150.1(c) 14 Burlingame CA, climate zone 3, A=.628, B= 1.12. from table 150.1-c in the 2019 CEC kW pv = CFA x A/1000 + NDwelt x B. kW pv = 249sf /1000 x.628 + 1.12 = 1.27 kW ELECTRICAL SYMBOLS � switch �3 3-way switch ��S vacancy sensor � dimmer switch �3 3-way dimmer switch — — whip skip (line of connection) wall-mounted light fixture � cMS> (motion sensor) recessed "wall-washer" 0» ceiling fixture -{�- ceiling mounted fixture O recessed ceiling fixture recessed ceiling fixture, O °P damp proof � floor directional uplight, exterior grade � strip light fixture -r-s wall-mounted step light � network {cat 6) outlet (u.o.n.) T� television/cabfe outlet p� telephone outlet � duplex outlet � four-plex outlet � floor outlet �gfG gfci outlet � afG afci outlet �dQd (dedicated) outlet � exhaustfan �M smoke/carbon monoxide alarm So smoke detector � thermostat n electrical panel � surface mounted track lighting 0 � C � -- REFLECTED CEILING PLAN � � � �i � 2 ( 3 �-------------- � � � � _ _T_-_� _- __ _ __ _. _ � _ . _ _ _ _ _ _ _ _ � � � � i __ ` — -_ = _ __ �_ ' _ __ _ I I'', � � � ��-�=- _ _ , � , } __ ! � i � ____�____ - ---- _j I + _ �_ , d , � ' � i -� i � i —_ �- _ —�� i __ � I i = �i i I � - �; � � I x � -- - � __; i � �' -�� - i "� � W01 � � i :e ____� � . up hi�h _.. .. .... . .. _ . . . _. . . . ._. . _._ . � : __ __ �3=- __ __ — -------�1_ _ C I -¢- � POCKETSHADE af�� ' _ ,, 0 0 " '�� , Ir I� L «o CLG. HT. 9' F �u u t i a�sa r r�n� �a� � ( �� -- p T � CLG. HT. 7'-4"- — O M O _ O � ' - �02 . � I ref (��1 ��.... �LJ�i �: i � . II 3'-6 3/4' \J `' � � � `� �J - _ ___ � p afci SKYLIGHT � p�� --- ----- - - � — — — — _1_ __ _ ��_ v,�, _ —�—_� tl— � L J .�� up hi�h � ' - _ _--- --- «O _ � � - I = D01 � : � �� !'e'}{'I�I��'s�� ;�;' �(�"ii � ;r� s ` E � f'' �� }� i ��'� � � afci i � �� ,� f �;�lf ��i ,i�i� � , ___ _._._ . � � � � I ,_i� ; ? � � �;�� _ � — ,�=_--=-�_ ---_ -- - _-� I I � I � � -- _ � {�7 � � - -- � WP II—+—TWP� I �- -----�� _�_ � I ms L _ ADU PV SYSTEM INSTALLED � ON MAIN HOUSE ROOF _ - - -- -� �--------� t t I I I I 1 I I I I I ' ' I I ' ' �----------� O GASFURNACE � SUBPANEL O � 2' 4' & � 1 �C�p� �G 5�� G�� ,o � � Q � O � � � �d'O �� Q � -I- � U � � � � � � L �� tt� m �, o ._ .� � 'L Z U� � 0.. � �mQ � d U � � U J W � � U � DATE PMASE 8/5/20 PRICING � 0 0 � _� � t� z � + � z ¢ _ � � ■ c� ❑ 0 � _� � z .} } � z a _ U � 0 � �occn� onn� T.0 T.fl 1 EAST WEST SEGTION _�_ O 3 0 2' 4' 8' 1 2 � � EXTERIOR WALL SCONCE ; WOOD SLATAWNING ' WITH TENSION ROD ' ' BATHROOM VENT � ' ' RANGE HOOD VENT i REAR PROPERTY LINE ( WOOD SIDING TBD. +10'-9" — _ _ , — --------- T.O. UPPER PARAPET � +g'-3" � i — _ T.O. LOWER PARAPET - _ � . -I -r �-i -�- I-{ j -; -r ' , � � i i_; � �; � � +9,_0„ i , i ,;!, � I f i� � u � �- � , �,. _ _ � „ I , , MAX PLATE HT. _ � I � ''; � � -� WOOD SLAT FENCE �i I'' , i I � ! � ( , W03 � — -- ---n � I fCi''{ N � �� ! � � � � ��'I �, � �� t � E�� - , � .� � � � 1 � ! � � f ! � ..... � . . � . I i� i E k( I �! i ; , , J - � _� +/- Q'-0" GROUND ' �� ALUMINUM WINDOW � , � FLEETWOOD, OR SIM. � o 0 EAST ELEVATION � _- __ STEP LIGHTING, L ACCESS DOOR TO �,P SPA EQUIP. SIZE AND LOCATION TBD 0 2' 4' 8' o � o 0 k SIDE PROPERTY LINE ----� � WOOD SLATAWNING � WITH TENSION ROD I WOOD SLAT AWNING � WITH TENSION RODS +10'-9" � � ! ! T.O. UPPER PARAPET - __ _ - - -� _ _- - - - .- -. - (E) PROPERTY LWE ( _ _ _ _ FENCE +g'_3�� : T.O. LOWER PARAPET - -- - - � - i- - ------ - +g�,0�� I � _ . MAX PLATE HT. � � � ` � � � ! WOOD SIDIN(5 � i I � � � �� EXTERIOR WALL SCONCE ' ' SPA CV ' 7 N D01 � - ' CANTILEVERED BENCH , WOOD SLAT FENCE � 1 � STEP LIGHTING A5.3 N DECKING � � � -- � w +/- 0'-0" � GROUND L - - J . i I I � A B C �U) � a o �� NORTH ELEVATION 0 2' 4' 8' � N � NORTH SOUTH SECTION _ i_ SKYLIGHT - WOQD SLATAWNING W/ TENSION RODS EXTERIOR WALL SCONCE - MURPHY BED - FOLDING DOOR - D Q � A � � � SIDE PROPERTY LINE , _! +10'-9" - — --- ---- _ _ . _ _ _ _______ _ a, � T.O. UPPER PARAPET - I � +9'-3" � T.O. LOWER PARAPET I � —� � I , ;; � OFEN � �' TO '' KITCHEN SLOPE A ' FRO +i_ o'-o" � A nA ��T. ..�._. .�. . .'..'.p .. .. . . . . . . ' �0 ItlfIN: .. . V . . ;p.�. .� ' ' .��'� ' . D' � '�. ', '�, GROUND � p. . I ° � � C B ��A � � 0 2' 4' 8' 3 (E} DECK EXTERIOR WALL SCONCE WOOD FENCE WOOD SIDING CANTILEVERED BENCH - SPA � 1 O O WOOD SLATAWNING � W/ TENSION RODS �� REAR PROPERTY LiNE I �+10'-9° - - - - .- � - - - - - � i T.O. UPPER PARAPET li +g'-3„ _ _ � � I �T.O. 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SIDING _ ,, : �;.i� I�. � ' ; DOWNSPOUT +i- o�-o,. � GROUND � ; , � I ! o � o a 0 0 0 2' 4` 8' � � � � � � � � � ARGHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudio,com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.778$ soph@yahoo.com STRUCTURAL ENGINEER LA ROSA ENGINEERS 727 Industriai Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA R�SA ed@larosaengineering.com �`O`v iiG CJ�� Go� � �� O � � � � � O i- ;Q� -I- Q U � � � � r � L � tt� CCS m � o � � i z U �mQ � � � z z O o� �� aW >� W J W � W � 0 � 0 � � DATE PHASE 8l5/20 PRICING . — - -� � � t�� N�t' �p9 ;; ; '; '' � I _� � � � �__ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �__ : ►�: � BATHROOM INTERIOR ELEVATIONS PTD. GYP. BD. TOWEL BAR TOILET 7 EAST SHOWER ROD SHOWER HEAD PAINTED GYP., TYP. BULL NOSE EDGE TILE, TYP TOILET : SHOWER ROD SHOWER HEAD MIRROR W/ MEDICINE CABINET BACK TILE SHOWER CONTROL STORAGEDOOR 5 WEST 0 1' 2' 4' � — — — — — — — — — , � � I I WD. PANELING c� � � � � _ t� C� Z � + C� Z Q 2 U 4 NORTH _ _ _ __ __ _ __ _ __ WINDOW SCHEDULE SIZE ID ROOM TYPE SCREEN - -- SILLABOVE F.F. FIRE EGRESS NOTES WIDTH HEIGHT/LENGHT SK09 LR SKYLIGHT 4' 4' 8" --- VELUX OR SIM. W01 K AWNING '' 7'-2 1/2" 2' 3' — FLEETWOOD OR SIM. W03 B ' AWNWG ' 3' 3' 4' — FLEETWOOD OR SIM. 10 WINDOW SCHEDULE ___ __ _ _ DOOR SCHEDULE door Na --- - operation finish Tempered finish HT THK fire ID room D01 LR L MTU GLASS --- 7'-5" 1 3/4" --- D02 B L WD. --- 6'-8" 13/4" --- _ __ __ -_ __ -- D03 LR MTL/ GLASS -- 7'-5" 1 3/4" --- 9 DOOR SCHEDULE HDW set TBD TBD TBD NOTES FLEETWOOD OR SIM. _ NANAWALL OR SIM. 2 SOUTH KITCHEN/ STUDIO �..,., PTD. GYP. TYP. SKYLIGHT 6 SOUTH PTD. GYP. TYP. GASFURNACE 1 WEST 3 EAST QI II� T IAI ('AQIAICT � — — — — — — — — — � � � � r ,�,..,,., , , , �.,��, .., , ......�.., _ NANAWALL OR SIM. SHOWER ROD PTD. BYP. BD. TILE SHAMPOO NICHE, ALIGH WITH TILES SKYLIGHT ,LUMINUM ENTRY DOOR LEETWOOD OR SIM. •�� FAUCET FINAL LAYOUT BY OWNER 0 1' 2' 4' ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRRNCISCO, CA 94110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@aluetruckstudio,com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL ENGINEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. 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FRY REGLET "Z" REVEAL (1/4" WIDTH) U 3" 6" 1' 0 3" 6" 1' FRAME FOR VERTh (PLU SIDES OF SKYLI( "CHIMNEY" , ALL SI[ p-rn rvp Rn � SKYKLIGHT SECTION 0 3" 6" S 0 10'- 0" T.O. UPPER PARAPET 7'-10 1/2" B.O. AWNING ROOFING MEMBRANE - METAL PARAPET CAP - 3/4" THK. PLATE TAB - -rc�ioi�wi r��n PLYWGOD SHEATING , TYF. BATT INSULATION BLOCKING AS REQUIRED ROLLER SHADE MECHOSHADE OR SIM uocecn BOLT, TYP. - 2X4 IPE WD. SLATS ALUM. FOLDING DOOR NANAWALL OUTWARD 03L2R OR SIM. EXTERIOR 0'- 0" GROUND AT FOLDING DOOR � � � _. _ _ � Z � ( (V I I I 1 � 1 � ( I I � � � � ►� � � � � �. � � �: `��, `', I ; j f I - _ I ---, . -. - --�_- -_ �� , — � � �:. � J� , � '�� _ � � „ � ,� �y, ; _ , , �. �I , ,; - � . -��, -- _.� , � - ,, : � _ - - -� i � � - --� � �. I I ' I �' � � '� � � �;i INTERIOR _ e N p. . . "� o� 4 p � D p o. . . . : D.- . . . . . �-�. p � � - . ____2 --- - _ �__ --' 0 3" 6" METAL PARAPET CAP � � --�—_—_--,— z � � I' � CV ' WOOD SIDWG � ' � 1/4" DRAINAGE PLANE EXTERIOR SHEATHING ' � I W.R.B. 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I i �t,` ;`` (�i � � , � ;; PLYWOOD SHEATING , TYP. � ?` � I ( BATT INSULATION , PARAPET DETAIL TYP. � � Q �'— L1J a L1� O � W � X W 1' 1' SLOPE RWAY FROM BUILDING 2% MIN SLOPE TQ DRAIN 2°/a MIN. 0 3" 6" 1' ��.�E T��J�I� ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94'110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudica,�om PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL EN�INEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed a�larosaengineering.com �� G. 5�� G�� O � � � � O � � � � � O �- �Q� + QU� � � �� L � C� � m �O � � '� Z U �mQ DATE PHASE 8/5/20 PRICING ■ �`� � � t� ,�j�s� �, i : �a �,,, �� ; �;.. , .3i�l.l �l.ia;4�.� s�'..: _ . _ ;.:s� . _ . ... . ,. � --. � ��JE T��l� ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudio,com WOOD SIDIN DRAINAGE PLAI� W.R. EXTERIO SHEATHIN STL. PLAl s.s.i SHEAR WAI PLYWOC S.S.I PTD. GYP. B' STL. ANGLE S.S. BACKER ROD Wll SEALA� BOLT, S.S.I INTERIOR I i SLATTED BENCH SECTION DETAIL A1 1(�AI SPA BENCH SECTION DETAIL V / J Q � W a � 0 � w � X W �- � d Q d G Q - J ' Q G o O � '� . G; . 4 ., - a . d . . � - _a G .G � . . Q n � . � G � Q O �1 � v a l 4 8 � � � � a c� � z � �� + � � � L � 0 3" 6" �� 0 3" 6" 1' 1' PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL ENGINEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed@larosaengineering.com �� G�` cJ"�� ` G�� F�� O � � � � � o �- ; Q ; -�- Q U M � � � a� � � L �� CCS m a, o •— � � � �� U � Q �m DATE PHASE 8/5/20 PRICING ■ C� Z �U �w 0 0 � g, � � ��x �� '��III�1�;,I�VV' .. — —____. 'a�nf3tY� iaiii�ii�i8�i(WiIIY , .. . 'I�YVi�.:: �. ,i;Jillil�'Vl�{IiS19t�iO , :,. E.. . .. _. _.. . _. ... _ . _ . . .,,r�:...,:�:,�xa..a�:.�a .... .� . � L. �J E T 1� �J � I� ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94'110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@biuetruckstudio,com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph a�yahoo.com STRUCTURAL ENGINEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed@larosaengineering.com FRY REGLET "F" REVEAL MOLDING (1/2" HT.) TILE FLOORING ON THIN-SET MORTAR SUBFLOR TILE FLOORING DETAIL PTD. GYP. BD. BEVEL MDF AND PLASTER SMOOTH AT JOINT PTD_ MDF BASEBOARD TYP. FURRING @ CONC. STEM WALLS W.O. 1/2" FRY REGLET Z REVEAL WALL BASE DETAIL INTERIOR DOOR DETAILS ALIGN TYP. c�d � � � � .t0 Z � + C� Z Q 2 U +0'-0" T.O. F. F. Y / 1 I 1 \ 0 3" 6" 0 3" 0 3" 1' 6" 1' LET "Z" 1/4" WIDTH) �.,..��ED HINGE GYP. BD. DOOR LEAF DOOR CASING FRY REGLET "Z" REVEAL (1/2" height} FLOORING GAP UNQER DR. TO MATCH BASE BD. REVEAL 6" 1' ��p� �C' 5�� G�� O¢ �� Q � O � r � � � O �- ;Q� + Q�� ti� m � o '� � � � 'L Z U �mQ � J Q � W � L.L O L.C_ W H Z DATE PHASE 8/5/20 PRICING ■ / -� i � ��---�� I�S - , � o �..�:. s�� _ ;; � ; �� , . " �u: � . x �I�I�E T�.�►�� ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94110 415.886.0986 PETER LIANG peter@biuetruckstudio.com RICARDO MORENO ricardo@bluetruckstudio,com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL ENGINEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed@larosaengineering.com ,��pc� �C' 5�� G�� O � � Q � o � � � ��o � �Q� -�' QU� � � � � � c4 C� m �, o �— � � �-�z U �mQ � U � Q U d- N W J H � DATE PHASE 8/5/20 PRICING ■ 4 a � i � q €,s,` _ -- - � ,f�,�.,�,,:, q p�, � �.. .. � ��l�E T��. Green Building Measure P�an sneet, And details Duct insulation: minimum (R-6) required. 2019 CEC §150A (m) 5 A0.0 Duct leakage testing: 5% with air handler. 2019 CEC §150.0 (m) 11 A0.0 Water heating: 120 volt, 20 Amp receptacle < 3 ft., Cat III or IV vent, condensate drain, q0.0 and gas supply line capacity of at least 200,000 Btu / hour. 2019 CEC §150.0 (n) Third-party HERSverification for ventilation and indoor airquality. 2019 CEC §150.0 (o) A0.0 Maximum U-factor (0.58) for fenestration and skylights. 2019 CEC §15�.Q (q) AO.Q INDOOR WATER USE (2019 CGC §4.3) Theeffectiveflushvolumeofwaterclosetswillnotexceed1.28ga1/flush. 2019CGC§4.303.1.1 A0.0 For dual flush toilets average two reduced flushes with one full flush. Theeffectiveflushvolumeofurinalswillnotexceed0.125ga1/flush. 2019 CGC§4.303.1.2 Maximum flow rate forshowers shal) be 1.8 GPM, at 80 psi. 2019 CGC §4.303.1.3 Maximum flow rate forlavatoryfaucets sha!! be 1.2 GPM, at b0 psi. 2019 CGC §4.303.1.4.2 Maximumflow rateforkitchenfaucetsshall be 1.8GPM, at 60 psi. Can temporarily increase to 2.2 GPM, but mustdefault backto maximum flow rate of 1.8 GPM 2019 CGC §4.303.1.4.4 OUTDOOR WATER USE (2019 CGC §4.4) Residential developments shall submita California Departmentof WaterResources' Model Water Use Efficient Landscape (MWELO) checklist. 2019 CGC §4.304.1 ENHANCED DURABILITY AND REDUCED MAINTENANCE �2019 CGC §4.406) Annularspaces around pipes, electriccables,conduitsorotheropeningsin sole/bottom plates at exteriorwalls, shall be protected againstthe passage of rodents by closing such openings with A0.0 cement mortar, concrete masonry, or similar method acceptable to the enforcing agency. 2019 CGC §4.406.1 CONSTRUCTION WASTE MANAGEMENT (2019 CGC §4.408) Recycleand/orsalvageaminimum65%ofthenon-hazardousconstructionanddemolitionwaste. N/A This is notapplicable to soil and land dearing debris. 2019 CGC §4.408 BUIIDING MAINTENANCE AND OPERATION (2019 CGC §4.410) An operation and maintenance manualwill be provided atfinal inspection. 2019 CGC §4.410.1 Forbuildingswithmorethan4multi-familyunitsprovideforrecycling. 2019 CGC §4.410.2 Q0.0 FIREPLACES (2019 CGC §4.503) Any installed gasfireplaceswill be direct-vent,sealed-combustible type. 2019 CGC §4.503.1 A0.0 Any installed woodstove or pellet stove shall complywith U.S. EPA NSPS emission limits. POLLUTANT CONTROL (2019 CGC §4.504) At the time of rough installation, during storage on the construction site, and until final startup ofthe HVACequipment,allductandotherrelatedairdistributioncomponentsopeningswillbe coveredwithtape,plastic,sheetmetals,orothermethodsacceptabletotheenforcingagency A�•Q to reduce the amountof water, dust, ordebris that mayenterthe system. 2019 CGC §4.504.1 Adhesives, sealants, and caulks used on the projectshall follow local and regional air pollution orairqualitymanagementdistrictstandards. 2019CGC§4.504.2.1 A0.0 PaintsandcoatingswillcomplywithVOClimits. 2019CGC§4.504.2.2 A0.0 Aerosol pai rrts and coatings will meet the Product-weighted MIR limits for ROC, and complywith percentVOCbyweightofproductlimits, Regulation8,Rule49. 2019CGC§4.504.2.3 A0.0 Documentation shall verifycompliance for VOCfinish materials. 2019 CGC §4.504.2.4 A0.0 Carpetsystemswill meetCALGREEN testingand productrequirements. 2019 CGC §4.504.3 N/A � Green Building Measure Plan Sheet, And details Whereresilientflooringisinstalled,atleast80'�oofthefloorareareceivingresilientflooringwill A0.0 complywith the California Green BuildingCode requirements. 2019 CGC §4.504.4 Hardwood plywood, particleboard, and medium densityfiberboardcomposite wood products shall complywiththe lowformaldehydeemissionstandards. 2019CGC §4.504.5 A0.0 INTERIOR MOISTURE CONTROL (2019 CGC §4.505� A capi Ilary breakwil I be installed if a slab on grade foundation system is used. 2019 CGC §4.505.2 A0.0 Building materials with visible signs of water damage will not be installed. Wall and floor framing will not be enclosed when the framing members exceed 19%moisture content. A0.0 Moisture content wi II be verified priorto finish material being appl ied. Replace wet insulation products, or allowto dry before enclosure. 2019 CGC §4.505.3 INDOOR AIR QUALITY AND EXHAUST (2019 CGC §4.506) Exhaustfans that are ENERGY STAR compliant, ducted and that terminate outside the building will be provided in every bathroom (bathtub, shower, or shower/tub combo).2019 CGC §4.506.1 A0.0 Unlessfunctioningasa componentofa whole-house ventilation system, fans mustbe control led by a humidity control. 2019 CGC §4.506.1 ENVIRONMENTAL COMFORT (2019 CGC §4.507) The heating and air-conditioning system will be sized, designed and have their equipment selected using the following methods: Heat Loss/Heat Gain values in accordance with ANSI/ACCA 2 Manual J-2016 orequal; Ductsystems are sized accordingto A, .NSI/ACCA 1, Manual A0.0 D-2016 or equivalent; Select heating and cooling equipment inaccordance withANSI/ACCA 3, Manual 5-2014 or equivalent. 2019 CGC §4.507 INSTALLER QND SPECIAL INSPECTOR QUALIFtCATION (2019 CGC §702j HVAC system installers will be trained and certified inthe proper installation of HVAC A0.0 systems and equipment by a recognized training/certification program. 2019 CGC §702.1 When required by the enforcing agency, shall employ Special Inspectors 2019 CG §702.2 VERIFICATION (2019 CGC §703j Upon request, verification ofcompliancewith thiscode mayi nctudeconstruction documents, plans, specifications, builderorinstallercertification, inspection reports, orothermethods acceptableto the Building Division thatwill showsubstantial conformance with the 2019 Code requirements. . 2019 CGC §703.1 Responsible Designer's Declaration Statement Contractor's Declaration Statement Iherebycertifythatthisprojecthasbeendesignedto Iherebycertify,asthebuilderorinstaller,underpermit meetthe requirementsofthe 2019 Green Building listed herein, thatthis projectwill be constructedto Code. meetthe requirementsofthe 2019 Green Building Code. Name: Peter Liang Name: Address: 1890 Bryant Street #314 Address: City/State/Zip Code San Francisco CA, 94110 City/State/Zip Code Signature: Signature: Date: Date: 2019 CALIFORNIA GREEN BUILDING CODE RESIDENTIAL CHECKLIST 1� �`,'�'�! New residential buildinqs must be designed to include ihe Green Building - Mandatory Measures specified in this checklist. These Green Building Mandatory Measuresalso apply to additions oralterationsof existinp residential buildinqs which increase the building's conditioned area, volume, or size. These requirements apply only to the specific area of addition or alteration. 2019 CGC�301.1.1 Permit Number: Project Address: 1115 Bernal Avenue Burlingame CA. 94010 Specify which sheet includes the Measure, and add specific details listing where the measure is located on that page. !nclude exact code sections on plans. Green Building Measure Plan Sheet, And details SITE DEVELOPMENT (2019 CGC §4.1U6) Projectsthatdisturblessthanlessthanoneacre shalldevelopandimplementaplantomanage A0.0 stormwaterdrainage DURING CONSTRUCTION. ABMPp�e issuffiaent 2019 CGC §4.106.2 Plansshall indicate howGradingand Pavingwill preventsurFacewaterflowsfromentering � � buildings. Exception: Projectsthatdo notalterthe drainage path. �19 CGC §4.106.3 ElectricVehicle (EV) Charging, parking spaces: complywith relevantsections. 2019 CGC §4.106.4 N/A ENERGY EFFICIENCY (2019 CGC and the 2019 California Building Energy Efficiency Standards) 2019 Energy Code performance (T-24) compliance documentation must be provided in 8-1/2" X 11" format, and must be replicated on the plans. 2019 CEC §150.1 (b) EN1.0 BUILDING ENVELOPE INSULATION, climate zone 3, Table 150.1-A, and B: A0.0 Below Roof Deck, No Insulation is required. Not Required Ceiling Insulation, Minimum R-30 Insulation Required. A0.0 Radiant Barrier, Required, per Section 110.8(j) and Reference Residential Appendix RA4. A0.0 Walls, Above or Below Grade, meet standards in Table 150.1-A, or B. A0.0 Floors, Slab perimeter NR, Raised R-19, Concrete Raised U Factor 0.269. A0.0 Quality Insulation Installation Inspection (QII) is Required by a third party. A0.0 Hot water piping insulation required: 3/4 inch or larger. 2Q19 CEC §150.0 (j) 2 A i, ii, iii A0.0 Lighting: luminaires shall meet the requirements in Table 150.0-A, 2019 CEC §150.0 (k) A0.0 Fenestration Maximum U-factor 0.30. No SHGC requirement. Table 150.1-A, and B A0.0 Maximum Total Area, 20%, no maximum for West Facing Area Table 150.1-A, and B A0.0 Door Maximum U-factor 0.20. Table 150.1-A, and B A0.0 Whole House Fan, none required in climate zone 3. Table 150.1-A, and B N/A PV: new low-rise residential only, per equation 150.1-C, Annual Photo Voltaic Output A1.0 A2.1 3 ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISGO, CA 94110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudiQ.com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL ENGINEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROS�4 ed@larosaengineering.com ��pc� �G 5�� G�� O � � � � � O �- ;Q� + Q�� c4 CCS m � o •- � � � L Z U �m� � � � J Y U W _ U z W W � V J Q U DATE PHASE 8/5/20 PRICING ■ ,_ � , : N.T.S. IF (*) OR (**) IS INDICATED ON PLANS 2. DIMENSION DENOTES MINIMUM LENGTH OF SHEAR BOTT� TYP., U,N,❑. SG SI SEE SHEARWALL SCHEDULE NOTE #2. PANEL. MINIMUM SHEET DIMENSION FOR A PLYWOOD PANEL SHALL BE 24" UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING / � � SOLE PLATE OR TOP LATE CONNE TIONS MEMBERS oR BLOCKWG PER 2019 cBc. SHEAR W ALLOWABLE (aB.) ANCHOR BOLT MUD SILL 5�_�» * i SYMBOL RK E.N. W/ 10d P.N. W/ SDS SHEAR CUPS SHEAR LOAD MIN. THICK (( )) INDICATES THAT FRAMING MEMBER RECEIVING � COMMON NAILS 1/4"x6" M�N. RIM/BLK'G (10) LTP4 A35 (7) P� EDGE NAILING FROM ABUTTING PANELS SHALL BE 3x OR GREATER AND NAILS SHALL BE STAGGERED � � i� 6 (4) 6" o.c. 12" o.c. 1 1/4" 24" o.c. 16" o.c. 310 PLF 5/8"� AT 4'-0"o.c. 3x (4) AT ADJOINING PANEL EDGES. HEADER - -- - ((**)) INDICATES THAT SHEARWALL PANEL SHALL PER PLAN � � � CONT. T�P PL, W/ E.N. ❑THERWISE C❑NTACT PR�JECT ENGINEER F�R ALTERNATIVE STRAP SIZE & DETAIL 4* 3 / � HAVE 3x TOP & BOTTOM PLATES, 3x STUDS AT / w O 4" o.c. 8" o.c. 1� 4'� 16" o.c. 12" o.c. 460 PLF 5 8"� AT 2'-8"o.c. 3x S, BLK'G AT PANEL PLYWOOD EDGES, AND 3x BLOCKINGS. / Q w� 1C � EDGES <3x AS REQ, * (3) 2 ROWS 6" o.c. 6" o.c. 2 1/4" 12" o.c. 8" o.c. 600 PLF 5/8"� AT 2'-0"o.c. 4x ALL ANCHOR BOLT WASHERS SHALL EXTEND TO WITHIN SINGLE STUD W/ / 1C � o�\ SG /� � PER SHEAR WALL E.N E.N. i i�/� � I SG NOT NOTED x � �� LLEL T❑ STUD ",� BLK'G � P � WITH 5/8"� ANCHOR BOLTS AT 3'-0" O.C. MINIMUM. 16d @ 16"o.c, / 1C � / '� VERT. OR � RIM BOARD OR 1/8" MIN. GAP � SHEAR CLIP OR TYPICAL AT ALL � H�LD D❑WN PER E.N EDGE NAIL STA- E.N. 5. SOLE PLATE NAILING AND SCREWS AT FLOOR SG r� Q / ANGLED E.N. BLK'G DBL E.N. TOP PLATE MULTIPLE STUDS �� - SHALL BE SPACED PER SCHEDULE FOR SHEAR x� GGER IF SPACING X SHEAR - BELOW POSTS 3/8" MIN., TYP. _ CONNECTION PLAN TYP, IS 3" OR LESS FOR SHEAR WALL BELOW. W � CLIP I & H.D. PER ON 3x STUD EDGE DISTANCE ANCHOR � 2x S. BLK'G F❑R --- - B�TTOM P�. PER I SCHEDULE U.O.N. B�, T WALL BELOW 6. FOLLOW MANUFACTURE'S INSTALLATION REQUIREMENTS. WA�LS ❑VER 8'-0" � /� PLAN W/ E.N. -- I - 7. LTP4 MAY BE USED AS AN ALTERNATE TO A35 HIGH � • � � TYP. 3x P.T. E.N. E.N. SHEAR CLIP OR 2x STUD (3x AS WASHERS TO MUD SILL i � 1D MUD SIL� BE �'ti'!-HIN 1 2" 8. SOLE PL SCREWS ARE FOR WTERIOR SHEAR wa��s. NOTE� � � TOP PLATE REQ. PER SHEAR � 14 a U.O.N. / � SG A35 �R LTP4 PER �ROM =DGES 0� ' z o � 9 8d COMM N S SHALL BE USED WITH LTP4 SHEAR 1, PR�VIDE STUD BEL�W "' \ �/ SHEAR WALL SCHED D� NOT SCALE THESE DRAWINGS FOR DIMENSIONS �-ENE�ZAL � TRUC TZJ�zAL DETAIL s SH�AR WALL SCHEDULE NOTES. SHEAR WALL LENGTH PER PLAN STUD FRAM'G @ 16" 2-8d T�E NAILS PARTIAL SHEET 1. USE 10d SHORTS (2-1/8" LONG) COMMON WIRE o,c, TYP, OR P�ST EA, SIDE ❑R Z-8d as REQ. 2�-0• M�N. 1A ❑R 11 NAILS U 0 N PER PLAN AS REQ END NAILS TOP & 1/2 OF THE EDGE OF THE BOTTOM PLATE ON THE 16d@ 16"o,c. TYP, NOTE #3) SIDE(S) w/ SHEATHING PER 2018 SDPWS. U.N,�, X� SG � J � ' STUD FRAM'G TYP, 1/2" PLYWOOD SHEARWALL TYPE & NUMBER INDICATES TIE-D�WN P�ST � � / W/ FIELD NAILING EDGE NAILING IN WCHES. ALL NEW EXTERIOR SHEA- W/ E.N. PER PLAN �•� ~ � � Q � THING SHALL HAVE A MINIMUM OF 6"o.c. EDGE NAILING. (4x4 MIN,) S, BLK'G AT PANEL • / � W = � • EDGES C3x AS REQ, 3. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM SINGLE CRIPPLE AT � � � v� PER SHEAR WALL CLEAR ❑PEN'G LESS � � P.N. ABUTTING PANELS SHALL BE 3x OR GREATER AND NAILS THAN 5'-0" ❑R D❑UBLE � � Q � �� N�TE #3) SOLE PLATE SHALL BE STAGGERED AT ADJOINING PANEL EDGES. IF M�RE THAN 5'-0" � � q °- /\ PLYW❑❑D TYP, CONNECTION SEE 1 B FOR INFO. 4 2 MUD SILL MAY BE USED AT 6" NAILING SHEAR WALLS TYP„ U,N.❑, � � � � � FACE GRAIN PARA- f, CONNECTION WALL SCHED. NGTE - r� �-- #5 M N. . 0 NAIL I� �� FOR SHEAR #3� MUD�i��S � CLIPS. T�P PL, SPLICES �THERWISE @ 16"o.c. � ( tj J WA�L BELOW O O Z, SPLICES T❑ HAVE MIN, S, RIM ❑R S, BLK'G CN❑ �� 10. MINIMUM REQUIRED THICKNESS (ACTUAL). 4'-0" LAP <B�TH SIDES) � Wl 16-16d EVENLY � � TJI) TYP, DBL ❑R MIN, SHEAR LOAD SHEAR LOAD 11. NAILS AND ANY OTHER FASTENERS CONNECTING TO 3 1/2" BEL❑W H�LD SPACED TYP„ U,N,❑, � P.T. MEMBERS (MUDSILLS) AND PLATE WASHERS FOR I� a a a�� e a DOWNS & P�STS TRANSFER C� FLOORS 2 ROW NAIUN:; TRANSFER C FOUNDATION P.T. MUDSILLS SHALL BE HOT-DIPPED ZINC GALVA- 3, SEE STRUCTURAL NOTES a a� CONCRETE �F��I�UNDATI❑NJ ° �a II� o ANCH�R B�LT PER SHEAR MZED, STAINLESS STEEL, SILICON BRONZE OR COPPER. ❑N SHEET Sl AND DET, 1/SG d ° PER �PLAN a WALL SCHED, & 5/SG, (SIMPSON BP ARE HDG OR ZMAX). FOR INFO, NOT N�TED, � ° a a � � SHEAR WALL SCHEDULE & TYPICAL SHEAR TRANSFER DETAILS �TYPICAL WALL FRAMING AND SHEAR WALL DETAIL SHEAR LOAD 7RANSFER @ ROOF N�TE� 1. I� BLKG' ARE SPECI�IED DIAPHRAGM BOUNDARY NAIL=`.= CB,NJ W/ 6"o.c, TYP„ U,N.0 AT FLD�RS PANELS NEED 10d @ 12"o.c. FIELD NOT HAVE T❑NGUE & NAILING AT RAFTERS � ❑R J�ISTS TYP„ U,N.O, � i ( I GROVE EDGES, CCMAY USE 8d F�R R��F I/ z, SEE FRAMING PLANS F�R wi vz�� PLYW��D)) '� I�I SPECIAL NAILING AND i � "� \ � �� BLt]CKING REQUIREMEiVTS. i� I I \� I I 3. SEE GENERAL STRUCTURAL � I I \ i�I� N�TES ❑N SHEET $1 AND 'I � I'I DET� 1/SG E�R INF�, NOT N�TED, I-� �•I EDGE �F PLYWO�D PANE� W/ I I � i� I I�\ /�• Q lOd @ 6"o.c, E,N, CCMAY USE ° I I \ / °� 8d F�R R��F w/ 1/2" PLYWOOD)> /I� � I I \ / � �� i.� �� /� • � RAFTER/JOIST � � II / � PER PLAN I I o •I � � � -I I I / � �;% Q S, BLK'G AT PAf�E� .� \� � I I I � � EDGES ❑NLY WHEN � � / � X REQUIRED TYP, W/ I� I I / w lOd @ 6"o.c, E.N. (<MAY � I � I � I � USE 8d AT RO�F w/ �� / o v2° PLYWooD)) �'I I.I � I I � •� � - - - - - - - - � � �� (� } �I �� I � I� � � � Q EDGE �F PLYWO❑D � � o PANEL W/ lOd @ � I (. � � � 6"o,c, E.N. <CMAY USE 8d FOR R❑�F w/ 1/2" PLYW�OD)) I I I I , Q � � �. � �� Q II Q �� II i � / i DIAPHRA B�UNDARY CBL�CK'G) PER PLAN STRUCTURAL PANEL TYP. DIAPHRAGM B�UNDARY NAILING PLACE FACE GRAIN PERPENDI- CB,NJ W/ lOd @ 6'o.c. TYP„ U,N,O, CULAR T❑ J❑ISTS ❑R RAFTERS INDIVIDUAL PANEL SHEETS SHALL BE 4'x8' AND EDGE SHEETS SHALL TYPICAL ROOF/FLOOR NOT BE LESS THAN 2'-0' WIDE � STRUCTI:IRAL PANEL SHEATHING LAYOUT � N.T.S. �„ D" "D" 1'-2" MAX. "D" "D" "D" � . • • • � Q W/3 MAX, W/3 MAX, • N�TCH H�LE DIAMETER ANCH❑R B�LT CA.B.> TYP. C1,4,5) � �z (J 4 QJ �� w �� Q MUD-SILL PLATE TYP, (1,Z,3) NOTE� � � w l, °D" SHALL BE 5 1/4" min, AND 12" r�ax, � o J (H�LD D�WN B�LT MAY SUBSTITUTE FOR AN z J ANCHOR BOLT PR�VIDED THAT BOLT BE INS- � ¢ z 3 TALLED WITH AN ADDITI�NAL NUT AND WASHER � °- Q� SNUG TIGHT T❑ THE MUD SILL, Q o� w 2, EACH MUD SILL PLATE SHALL HAVE r�in, �F 2 � = B❑LTS. L❑CATE B�LTS CLEAR ❑F STUDS AND � � � � POSTS. � Q Q 3, ALL MUD SILL PLATE SHALL BE 3x Cr�inJ AT x ALL SHEAR WALLS AND 2x ELSEWHERE U.N,�., � PRESSURE TREATED D.F, 0� WIDTH EQUAL T❑ ❑R WIDER THAN THE DEPTH ❑F STUDS TYP„ U,N,�, � 4, NAILS AND ANY ❑THER FASTENERS AND PLATE WASHERS C�NNECTING T� P,T. (PRESSURE TREA- � TED) MEMBERS SHALL BE H�T-DIPPED ZINC GAL- VANIZED, STAINLESS STEEL, SILIC�N BR�NZE OR Q C�PPER CSIMPS�N BP ARE HDG �R ZMAX). ` 5. ALL MUD SILL B�LTS FOR SHEAR AND BEARING • WALLS SHALL BE 5/8"� x12" WITH 7"r�in. EMBED- MENT A307 BOLTS �R "J" TYPE B�LTS W/ NUTS SPACED PER SHEAR WAL� SCHEDULE C1/SG) OR AT 4'-0"o,c, MAX, W/ ,229"x3"x3" WASHERS U.N.O, TYPICAL ANCHOR BOLT AT MUD SILL LAY-OUT N.T.S. DOWELS BENT 90° AT EA, MAIN BAR LAP SPLICE MAIN BAR PER LAP SPLICE TO MATCH MAIN BAR �THER �OUNDATI�N SIZES DETAILS , a a a a Qa o e e Qa ON a,4 . - - . . - a - . . d . . �-.- -� � ' � . a TYP, p, ; : SOLID BLOCKING (DBL BLK'G AT 2-CS16, CMST, FACE NAIL W/ �-16d SINKER T&B) d/4 MAX, z � � c� � �� I � W � J z=QQ z�� Xq�P�� Q W ��Ra � o��3qO � � � � � I XozWW X`DQ�>� ��v�=v�Q � _ � �-- c� v� w cn �Qr�wc�ra X»�v� ��o�� oc�(��(/l(� d � � D (HOLE DIAMETER) �Q F,�7'- ��i-` TRAP PER TABLE N.0 ON PLAN OVIDE EXTRA STUD D > 1 1 /2" FOR 4 TOP PLATE OR ... 3 1 /2" FOR 2x6 TOP PLATE STRAP J PER TABLE p 2x4 2x6 TOP PLATE TOP PLATE <_1 1/2" NO STRAP REQ'D L=12" MAX. NO STRAP REQ'D L=12" MAX. 2" ST6236 U.O.N L=6" MAX. NO STRAP REQ'D L=12" MAX. 2 1/2" MST37 U.O.N L=3 1/2" MAX. NO STRAP REQ'D L=12" MAX. 3 1/2" � L=3 1/2" MAX. ST6236 U.O.N L=12" MAX. 4" NOT ALLOWED NOT ALLOWED MST37 U.O.N L=6" MAX. 5 1/2" NOT ALLOWED NOT ALLOWED �� L-3 1/2" MAX. �, i ,t,F�� ,;:,�; � - USE 3"x36"x1/4° W/ 1/4"�x3" SDS SCREWS (1Z STAGG'D EA. SIDE �F H�LE)). NOT ALL�WED �OR WALL SH EAR M � R E T H A N 6 0 0 P L F, �� - USE 3°x36°x1/4" W/ 1/4"�x5" SDS SCREWS C12 STAGG'D EA, SIDE �� HOLE)). NOT ALL❑WED F�R WALL SHEAR M�RE THAN 600 PLF, N.T.S. �-E,N, u � � 3x W/ SDS SAME SPACING AS P.N. PER � SHEAR WALL SCHED, E,N, � ' • O � INTERI�R SHEAR WALL TYP, 2x STUD TYP, U.N.�, PER PLAN E,N, E,N, � TIE-D�WN P❑ST P W/ E�N. PER PLAN (4x4 MINJ INTERI�R SHEAR WALL TYP, P • O E,N, � 0 aINTERI�R NON-SHEA INTERI�R N�N-SHEAR WALL TYP. WALL TYP. N❑TE� 1, SEE STRUCTURAL N�TES ❑N SHEET Sl AND DET, 1/SG F�R INF�. N�T N�TED. SHEAR WALL INTERSECTION DETAIL (PLAN VIEW) TYP. N.T.S. POST ( 4x MIN. ) w/ HOLDOWN PER PLAN ASTM 307) \ 6" CONC. CURBS NOT COUNTED AS PART OF le %�\\� \\�/�\i `�\�� \� �\�� ALLOWABLE TENSION �OADS(Ibs.) HOLD-DOWN & SSTB BASED ON ANCHOR LOCATION ANCHOR BOLT CONT. CONCRETE CORNER OF CONC. END OF CONC. FOUND. STEM WALL FOUND. STEM WALL FOUND. STEM WALL HOLD-DOWN SSTB MAJOR MIN. ANCHOR MODEL MODEL N0. THREAD EMBEDMENT SEIS4?IC WIND SEISMIC WIND SEISMIC WIND DIA. le HDU2 SSTB16�'� 12 �" 2,550 3,610 2,550 3,610 2,550 3,610 HDU4 SSTB20�2� 5/8�� 16 g�" 3,145 4,315 2,960 4,040 2,960 4,040 HDUS SST624 20 �" 3,740 5,025 3,325 4,470 3,325 4,470 HDU8 SSTB28�3� 24 �" 8,315 9,900 7,315 8,710 6,395 7,615 HDU8 SSTB34�4� 7/8" 28 �" 8,315 9,900 7,315 8,710 6,395 7,615 HDU8 SSTB36 28 �" 8,315 9,900 7,315 8,710 6,395 7,615 NOTE: 1. SSTB20 OR SSTB24 MAY BE USED IN LIEU OF THE COUPLER TO SATISFY MIN. REQ. EMBEDMENT (Le). 2. SSTB24 MAY BE USED IN LIEU OF THE COUPLER TO SATISFY MIN. REQ. EMBEDMENT (Le). 3. SSTB34 Oft SST836 MAY BE USED W LIEU OF THE COUPLER TO SATISFY MIN. REQ. EMBEDMENT (Le). 4. SSTB36 MAY BE USED IN LIEU OF THE COUPLER TO SATISFY MIN. REQ. EMBEDMENT (Le). 5. SSTB28, SSTB34, SSTB36 w/ 3�" END DISTANCE ALLOWABLE LOADS ARE 6,605# (Wind) & 5,550# (Seismic) � e �\�' \�'\� � �' \�' N OTE: /%��j��/��%� 1. DEEPEN BOTTOM OF \�/\�//\�//\%/\�/ CONCRETE FOUND. AS REQ. TO A MIN. OF � e+3". 2. PLACE SSTB ARROW SSTB PER PLAN DIAGONAL IN CORNER BY SIMPSON APPLICATIONS & 5' MIN. FROM ONE EDGE. OR EQUIV. 3. SEE CURRENT SIMPSON CATALOG FOR INFO. NOT SHOWN. ALLOWABLE STUD PENE- TRATION TYP. 6 N.T.S. 10d AT 6" O.C. FLR E.N, U.O.N FULL LENGTH (2 ROWS WHEN 2-CS16 OR CMST USED) ALLOWABLE DRILLED HOLES & NOTCHING OF TOP PLATES F OR EXTERIOR & SHEAR WALL S N.T.S. a TYP. ` ° ° NOTE� . . � : � � . a 4 d.� . e �' e � � W � � d. ' . . . ^ Q . . . :Qad . M IN BAR PER f � �' a 1, USING EITHER SAW-CUT ❑R d a Q� LAP SPLICE � PLASTIC STRIP WILL BE CON- ❑THER FOUNDATIDN ° J � ,� , D TAILS 'I � � � . TRACTOR'S ❑PTI❑N, U,N,�, ' a° II a J� � 2, PER R❑MIG ENGINEERS� a a a � a°. a a , a a � �� .`. °.` SPACE CE}NTR�L J�IN�S CEN �a a� e °�a � d " °< r THE ❑RDER �F 2 FEET IN EACH �„ a a � a a ° '° ° a TYP, a d �° � DIRECTI�N FOR EACH INCH ❑F W a a Qa d a � SLAB THICKNESS, � < � �� PERAP AN STRAP END "L" NAIL SAW CUT v� 'a a a Q J TYP. _ _ ____ ❑R PLASTIC Q BAR SIZE #3 #4 #5 #6 #8 J� a DOWELS BENT 90° r BM WHEN OCCURS CS16 14" 8d � STRIP a < a J � ;" AT EA, MAIN BAR � SHEAR WALL 3 0" 8 d �� a a 1 1/ 2" "° d LAP TOP BAR C2) 24" 28u S1" 62" 10z" T❑ MATCH MAIN BAR °° m , TYP, CMST14 34" 16d � °° a a a °a SPLICE pTHERS 16° 21' 39" 47" 115" �� SIZES END "L" SEE PLAN � - USE ALL NAIL H❑LES ` a� � a NOTE� SEE TABLE ° a�a � 1, VERTICAL REBARS N�T FOR FASTENER IN EAEROWY OSEE Od AN EVERY �� - USE EVERY �THER NAIL � ` TYP, SH�WN F�R CLARITY. � d CONCRETE SLAB a 2. T❑P BARS REFER T❑ H�RIZ❑NTAL OTHER ROUND HOLES AT CMST) H�LE PER PLAN BARS WITH M❑RE THAN 12" �F TYP. CONTROL TYPICAL INTERSECTIONS OF HORI- CONCRETE PLACED BEL�W DURING ZONTAL REINFORCING IN CONCRETE C�NCRETE P�UR. TYPICAL SHEARWALL COLLECT�R DETAILS JOINT U.N.O. PER SOIL REPORT 9 N.T.S. 1 � N.T.S. �� N.T.S. THE CONTRACTOR SHALI. VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THIS ENGINEER PRIOR TO WORKING AFFECTED AREAS HOLD-DOV�►TN w/ SSTB ANCHOR BOLT ON NEW FOUNDATION 4„ �IRST SILL ANCH�R TYP, TYP. AT C�NCRETE PER SHEAR WALL SCHED, � H�LD D�WN PER PLAN TYP, n � N.T.S. �-_ � � } � z 0 J Q F- � � W m � � � � � o a H d- Q � � �o�� oo O O � �� F-� � � ' � � � � �L OW ��.° � � � � � � �J ��W F-� �_ � � � H � � X cn �� L� � � J � !"r.� � N � � � I� � I- W � /� NEER'� b�1� � '� � � � �,/" V N � � �f �Q;!` o`' \�'� o �f� Ot � V � c� � z ;ri�,l� N � � �l � �" (wi�' > ao i c� J 'l �'"' co v � o > °� \ `&l��cyb� �, � o�i � °- \ !,f o Q �.o�� 03 �� o z � ti �,�� -�P, � Z � �S 1J 32i,� �n J ?� � � Q 0 � � � � ) � � F-� � W � � � �� W ��/ 1 � � w � Q �� rH � � W Q � � � � � � � � � � ) � � H � � � � _ � � � � _ � �I drawings & specifications ovided as instruments of service are the property of La �sa Engineering whether the oject is executed or not. It �unlawful for any person, 'v�ithout the written consent a� La Rosa Engineering to duplicate or make copies of these drawings, partiy or in �ole, for use for other pro�ects & buildings. PROJECT #. 022-20 SHEET NO. I � 00 Nt7T SCALE THESE DRAWINGS FOR DIMENSIONS S TRLTCTZI _ L NOTE � GENERAL NOTES: 1. Edward L. La Rosa (CE 68220) is the Project Engineer. Any Engineering (structural) issues shall be directed to CE 68220 at 650 575-5680. 2. BUILDING CODE: All construction work performed for this project shall comply with the 2019 California Building Code (CBC) and Local (City, Town, or County� Codes. 3. CONTRACTOR'S APPROVAL; a. Contractor shall, prior to starting construction, coordinate all the construction documents of the latest revision, verify all the dimensions, check for conflicting requirements and report to CE 68220 any discrepancies and field conditions which are different from those indicated on drawings. b. Areas requiring special attention: variation caused by different architectural elevation, e.g. location changes of hoidowns and post anchors due to different window sizes, location and porch layout, the existence or non-existence of interior bearing wall and footings, planter shelves, box columns, brick ledger, isolated column pads in 3-car garage option, etc. 4. STRUCTURAL ONLY: c. Structural drawings are intended to cover the structurai framing and the found tion element onl . Non-structural elements includin decorative a s y g architectural elements, stair framing, guardraiis, concrete pads, driveway, and etc. may not be covered in the structural drawings. Contractors are advised to review all other plans and construction documents for non-structural items, which may be embedded in attached to or otherwise interfering the structural elements. d. MARBLE/TILE: Where marble/tiles are installed, it is the contractor's responsibility to consult with an expert for special firaming advice to avoid cracking which may include upsizing the floor joists, reducing the joist span and spacing, increase the thickness of floor sheathing, etc. e. CE 68220 is not responsible for the ventilation, including under-floor, joist and attic, nor concrete flat work including concrete driveway, walkway, door pads and other similar items. Images and/or dimensions given for the fla� work are intended to be conceptual. Contractors shall follow the ArchitectU-� Plans or Owner's specifications for finai locations, geometry and dimensior_. 5. NOT T�J SCALE: Drawings are not to be scaled. Engineer shall determine dimens�c�:� not specified, when required by field condition. 6. TYPICAL DETAILS: Typical and similar details shall apply where no specific details �� given. Material notes and details on drawings shall take precedence over `~ � structural notes contained herein. 7. REVISIONS AND MODiFICATIONS: a. All drawings and subsequent revisions, if any, shall be approved prior to start;ng canstructian. No structural members shal! be substituted, relocateC or omitted, without prior written approvai. b. Field Modifications: When the installation of inechanical, plumbing, electrica'. landscaping and other similar elements requires changes or modifications including boring, notching, or cutting made, to the structural elements, contractor shall submit such changes or modification to CE 68220 for ap� "_• c prior to installation. c. NOTCHING: for benms, joists, and rafters, notching from the top edge or t�e bottom edge is never permitted without approval. Boring are allowed oniy i� located within the middle 1/3 span and the hole size shall be limited to 1 j E of inember depth. 8. ADDITIONAL EQUIPMENT: Unless specified on the structurai framing plans, mechanical and p�umbing equipments, e.g. spa tub, FAU, etc., to be placed over or suspended off the structure members shall be submitted to CE 68220 for approval. 9. CONSTRUCTION SA�ETY: Contractor and the subcontractors are responsible for the order and means of construction and all temporary bracing and erection during construction. 10. Sheetrock Stacking Guidelines: When sheetrock is stocked on a wood-framed floor during construction, the following guidelines shall be followed: a. The sheetrock shall be laid with the LONG DIRECTION PERPENDICULAR to th= Joists below. b. Sheetrock must not be stocked more than 2 feet high. c. If sleepers ore used beneath a stack of sheetrock, they shall be placed a: �: more than 2'-0" o.c. d. The floor joists directly beneath a stack of sheetrock shall be shored from below with 4x4 temporary beams placed PERPENDICULAR to the joists. These beams shail then be supported by min 2x4 posts over 4x4x24" sieepers at a maximum spacing of 3'-0' o.c. This shoring shall be done prior to stacking the sheetrock and sha�l be repeated on every floor directly below the stac'r,�� sheetrock untii a concrete siab or foundation system is reached. e. If contractor prefers not to provide shoring for the stacked sheetrock as specified above, the maximum height of Sheetrock ailowed to be placed on the floor is 9 inches. NAILING SCHEDULE {minimum): 1. This nailing schedule is to be used only if not specified elsewhere in the struci�� drawings. 2. Where spiitting of wood may occur, nail holes shall be pre-drilled 3. NAILING SCHEDULE; a. Joist or rafter, each bearing ..............3-16d toe nails each side b. Sill plate to blocking or beam below......16d at 12" on center. c. Studs, posts or mullions to bearing. 2-8d toe nail each side, 2-16d each end into piates. d. Blocking between joists or rafters..........8d toe nails at 8" o.c. into plates or beam below. e. Top Plates Splice: Non-shear wails only.... Plates overlapped not less than 48; 8-16d each siae of splice, 16d at 16" o.c. staggered along full length Note: Any continuous wall lines containing shear wall segments shall have their top plates spliced according to the detail 6/SG "Typical Wall Framing Detail." f. Multiple studs ........................16d at 12" o.c. face nailed. g. Fascia/rim joist to end of rafter/joist/.......2-16d, galvanized h. Paraliel joist (including rim joists) over bearing wall top plate......8d toe nc � at 8" o.c. i. Built up beams. For using multipie members and interconnect adjacent piec�� as follows: a. 2x members to 1 1 1/4" depth..... 2 rows 16d at 16" o.c. b. 2x members over 11 1/4" depth.... 1/2" diameter. M.B. at 24"o.c. staggered; 2" min, from edges. HARDWARE: 1. A�I framing anchors, straps, hangers, post caps, column bases, holdowns, hinges. connectors, angles and clips shall be manufactured by SIMPSON or equal. Nailing schedule shall be in accordance with product requirements for maximum tabulated loads. Unless noted otherwise, SIMPSON type N nails shall be used witi-: the above framing connectors. 2. U.O.N. All flush mounted single floor joists shall have, LU210 hangers and all flush mounted single roof rafters shall have "LSU" hangers. For "i" joists use hangers as specified on plans otherwise use "IUS" type. 3. U.O.N. All flush mounted sawn lumber beams or multiple joists shall have "HHUS" hangers where flush mounted. For Engineered Beams use hangers as specified on plans otherwise use "HU" type hangers. 4. Ali straps indicated on drawings shall be fastened with naiis where bolts and naiis are optional. Bolts are required oniy when specified. 5. t6d and 10d fasteners are common naiis and shall be usecf throughout this project except all toe-nailing shall be 16d nails. 10d common nails may be repiaced wi-h !6d sinkers. Box nails shail not be used untess otherwise noted. 6. Ali nails and any other fasteners connecting to P.T. members (mudsills) or expos�d to weather shall be hot-dipped zinc galvanized (not electroplated), stainless steel, silicon bronze or copper. Washers shall be HDG or ZMAX. 7. The diameter of bored holes, including machine bolts, anchor bolts, holdown bolt" shall not be larger than the specified bolt size, plus 1/16th of an inch. FOUNDATION NOTES: 1. SOIL: The Foundation has been designed per 2016 CBC: Minimum Allowable Soil Bearing Pressure = 1,500 psf. SINCE NO SOIL REPORT HAS BEEN PROVIDED OWNER OF RESIDENCE SHALL ASSUME FULL RESPON5IBIUTY FOR TNE PROPOSED FOUND,4Ti0N AS BEING SUITABLE FOR THE ACTUAL SITE CONDITIONS. 2. GRADING AND DRAINAGE: a. Contractor shali verify depths and locations of utility systems, piping and foundation systems adjacent to this work prior to start of construction. Areas to receive fill shall be excavated to depths required to provide firm bearing for the fills. b. All stumps, roots, and vegetation shall be removed from the soil to a depth of at least 12" below the ground surface in the area occupied by the building, paving, and waikways. All wood concrete forms shall be removed from the from direct contact with the ground under the buiiding. c. All materials resulting from demolition, excavation and earthwork shall be removed I is o ed of off the site. and awfuil d s Y P d. Fili materials shall be with imported materials that have prior approval based upon samples provided by the contractor. Selected site soil materials shali be uniformly graded, free of vegetable matters, rock fragments greater than 6"� and other delegated deleterious material. e. Fill materials shall be placed in 8" layers with sufficient moisture content to be compacted to 95� of maximum dry density by ASTM D1557 test methods. Use 90% compacting at areas more than 5 feet from buiidings that are not to receive paving. Bockfill materials shall not be placed against walls until the walis and their bracing slabs have developed their design strength. f. Finished grade shall be designed to prevent ponding of water and to direct surface water runoff away from foundations, and edges of slabs and pavements and towards suitable collection and discharge facilities. Slopes of at least 2� are recommended. At a minimum, splash blocks should be provided at the discharge ends of roof downspouts to carry water away from perimeter foundations. Preferably, roof downspouts r�ater should be collected in a closed pipe system that is routed to a storm drain system or other suitable location. e. �INISH GRADING: Finish grading around the exterior of the foundation shall be sloped to drain away from the building and be a minimum of 6" below the sill plate, and of 8" to meet FHA requirements. _. CC\��iE: o. Foundation concrete shall have a minimum compressive strength of 3,000 psi. b. Coid joints may be used only where shown. Jointing surface shall be clean, free of foreign material and intentionally roughened. �. Special Inspections per CBC are required where concrete strength greater than 2500 psi is used. =. REE��S: �. Unless specified otherwise, reinforcing steel shall be deformed bars of billet or axle steel per ASTM A615 Grade 40. For �5 and bigger Grade 60 shall be used. b. Rebar to be welded shall be ASTM A'706 �. INSTALLATION: Rebar, dowels and other embedded elements shall be secured in place before pouring concrete. Reinforcement shall be clean and free of extraneous material. �. CLEARANCE: * 3" clearance shall be provided where concrete is cast against earth. * 2" clearance for concrete exposed to earth or weather but deposited against forms. * 3/4" clearance for slabs and walis where concrete, is not exposed to earth or weather. �. LAPPING: Lap a�l re�nforcing splices a minimum 48 bar diameters but in no case less �han 24". �. ANCHOR BOLTS: a. Anchor bolts shali be A307 steel with an actual diameter of 5/8" and 12" long minimum Embedment +nto concrete shall be 7" minimum. For 2-pour slab-on-grade foundations, the minimum embedment shall be 7" into the 1 st pour. b. Each anchor bolt shall be mounted on sili/mud plate with an iron plate washer of 3"x3"x1/4":BP5�8-3 or BPS5/8-3 (w cut washer). c. Two bolts minimum on each piece of mudsill plate d. 6" minimum but no more than 12" from each cut end of the sill plate e. Epoxy anchors of equal diameter may substitute anchcr boits, instailation shall 'o':i�� approved ICC report. `. Epoxy anchors shall be installed 7 days min. after concrete has been poured. o. HOLDOWNS: a. Hoidowns locations shall not be scaled off the foundation pians. They shall be located �;� close evaluation of architectural floor plans, shear wall plans, and the framing plans __�=�e. For all holdown instailaticn, � ;rc��or s�� --_ :_ ~-_ � �_-�- -.=_�tions `�,r embedment, coverage and other requiremen'ts. -. WIRE FA=��RICS: a. r'dn,ere helded wire fabric is used, placing the wire fabric at siab mid-depth is very impo�:�nt. Wire fabric of flat sheets and the use of adobe seats are recommended. If wire fabric rolis are used, contractor shall unroll the fabric and flatten it before placement. 8. DESIGN MIX (Do Not Use Pea Gravel): Concrete shali be proportioned with cement having a minimum 5 1/2 sacks per cubic yard, hardrock aggregates, and admixtures to provide strenghts as shown below. The requirements from ACI 318 for water-cement ratios and air content shail be followed. �I USE/ AGGREGATE SPECIAL INSPECTION LOCATION 28TH DAY STRENGTH S�Z� SLUMP FOR DESIGN MIX SLAB-ON-GRADE 2,500 psi 3/4" 3" NONE SPREAD FOOTING 3,000 psi 3/4" 4" NONE Note: Special Inspection is not required for continuous concrete footings supporting wails c` buildings three stories or less above grade plane that are fully supported on �arth or rock where the structural design of the footing is based on a specified compressive strenght (f'c) no greater than 2,500 psi, regardless of the compressive strength specified in the construction documents or used in the footing construction. LUMBER NOTES: 1. Roof framing shall be Qouglas Fir Larch #2 or better all other horizontal framing shall be Dougias Fir Larch #1 or better U.O.N. 2. Finqer-joined studs must not be used without prior approval by CE 68220. 3. Top pla�es, sill plates, studs and posts shall be Douglas Fir Larch #2 or better. 4. Wood (.e. mudsill) in direct contact with concrete and other members located within 8" ef finish grade snali be pressure treated Hem Fir or pouglas Fir Larch. However, if Doug Fir is required in Shear wall Schedule, only pressure treated Douglas Fir may be used. 5. All lumber that is subject to sustained- or trapped moisture exposure, including lumber that is only partially exposed to moisture at contact points, shali be pressure treated or redwood. Common places for this are exterior stair stringers, rim boards for exterior decks, supporting pony walis for elevated entry decks, etc. Galvanized nails and hardware's shall also be used to replace regular ones. o. GIue-Laminated Beams (GLB): a. �imply supported GLB's shall be 24F-V4 DF-Larch/DF-Larch per 2019 CBC b. Cantilevered at ends or continuously across supports shali be 24F-V8 DF-Larch/DF-Larch per 2019 CBC. c. Glued-lam beams shall bear AITC certificates and submitted to the Building Official. d. Shop drawings shall be submitted to CE 68220 for review before fabrication. e. GLB's may be replaced with Paral�am Beams of equivalent size. Truss Joist McMiilan manufactures Parallam (2.OE) beams. 7. All iumber shall have moisture content not exceeding 19% prior to placement. 8. Parallam Beams (PSL): E = 2,000 ksi Fb = 2,900 ksi Fv = 290 ksi 9. Sistered Conditions Refer to beam manufacturer specifications for connecting multiple pieces of engineered lumber to act together as a singie beam. ROOF FRAMING NOTES: 1. DESIGN LOADS: a. Maximum roof live load 16 psf for sloped equal to or greater than 4:12 20 psf for slopes less than 4:12. 2. ROOF SHEATHlNG �OTES: a. Any sheathing paneis used on roof shall not be less than 24 inches wide unless all edges are solidly blocked. b. Roof sheathing shall be installed with the face grain perpendicular to framing members below, stagger tne adjacent panels by 4 feet, nailed with 10d common nails at 6"o.c. at all panel edges, and at 12"o.c. at all intermediate supports. c. The sheathing panels shall be installed such that there is a 1/8" gap maintained between all panel edges to accommodate possible swelling and/or expansion. d. Ail roof sheathing to extend under OVER-FRAMED areas. STRUCTURAL STEEL: 1. A work shall be performed in accordance with AISC "Specifications for Design, Fabrication, and Erection of r r ii i ' St uctural Steel fo bu d ng.' 2. All miscellaneous steel shall conform with ASTM A36, U.N.O. 3. All Steel Beams ("W" or "HSS") shall conform with A572 (Fy=50). Ail steel-to-steel bolts shali conform with ASTM A325N, U.N.O. 4. Structural tubing shall conform with ASTM A500 (Fy=46 ksi). All steel-to-steel bolts shall conform with ASTM A325N U.N.O. 5. Paint steel (except portions to be encased in concrete) with one coat of red lead or equal. 6. All welding shall be in conformance with the American Welding Society, by welders having current certifications and using E70XX electrodes. Welding of reinforcing bars shall be done with low Hyrogen electrodes and pre-heating between 200°F to 400°F. 7. Per AISC "SEISMIC" the filler metal for welds should be spec€fied to have charpy V-notch toughness of 20 ft-Ibs at -20°F and welding should be required to be performed using a we�ding procedure specifications (WPS) as required by AWS D1.8/D1.8M and approved by the Engineer-of-Record. 8. Structural Inspection for Field Welds is required unless structural welds are done on the premise of a fabricator registered and approved to perform such work without special inspection. All field welds are indicated on the structural detail sheets unless otherwise determined by the fabricator. 9. Steel fabricator to submit shop drawings to EOR for approval prior to submitting to the building department and fabrication. 10. Steel exposed to weather shall be hot-dipped zinc galvanized (not electroplated). HARDY-FRAMES: (per ICC ESR #2089) 1. Refer to sheets HFX1 , HFX2, and HFX3 (Issued Jan 1, 2018) for installation details provided by supplier, manufacturer and oniine (http://www.hardyframe.com/HF/typicalinstailationdetails.html). 2. Contractor to verify actual top plate elevations and when required special order frames so that fillers between bottom of top plates and top of frames do not exceed 7/8". 3. Installation deta;is shown on sheets HFX1, HFX2, and HFX3 wili govern over detaiis drawn by LaRosa Egnineering. 4. Do not substitute Hardy Frames specified on pians with alternate products without prior approval by EOR. 5. Do not alter frames without proper documentation from manufacturer. 6. See current ICC ESR 2089 online for information not noted on drawings. UIRED INSPECTION/OBSERVATION NOTES*: SPECIAL INSPECTIONS by Agencies pre-qualified by the building department: - Wood construction elements of the seismic-resisting system; nailing, bolting, anchoring of shear walls where fastener is 4"o.c. or less per 2016 CBC Section 1704.6.1.3, Section 1704.6.1.4, and Section 1704.6.1.5. - Installation of Hold-down bolts (i.e., SB, SSTB, Retrofit, etc.) PER ICC Report. - Foundation (when no Geotechnicai/Soil report referenced) Embedment and Width. - Retrofit Hold-Downs per ICCESR-2508. STRUCTURAL OBSERVATIONS** by CE68220 or qualified professional as Owner's Qucrlity Assurance cf contractor's workmanship: - Shear-Wails: Diaphragm Nailing, Hold-downs and all collector/drag Straps. - Framing Members (i.e., species, grades, size, placement, hardware, etc.). - Concrete Rebar Reinforcement (i/e., size, grade and placement). TYPICAL ABBREVIATIONS: W.W.F = WELDED WIRE FABRIC U.O.N. = UNLESS OTHERWISE NOTED E.N. = EDGE NAILING E.J. = EXPANSION JOINT B.N. = BOUNDARY NAILNG P.T. = PRESSURE TREATEd E.W. = EACH WAY C.J. = CONTROL JOINT A.B. = ANCHOR BOLT S.A.D. = SEE ARCHITECTURAL DRAWINGS L.B. = LAG BOLT PSL = PARALLAM (2.0 E) S. BLK'G = SOLID BLKING/S M/L = MICROLAM B.T.B. = BEAM-T0-8EAM G.L. = GLULAM {24F-V4) P.A.B. = POST ABOVE & BELOW W� = WITH P.A. = POST ABOVE B.T.P. = BEAM-TO-POST BELOW K.P. = KING POST P.T.B. = POST-TO-BEAM BELOW V.I.F. = VERIFIED IN FIELD & P.T.P. = POST ABOVE TO POST BELOW NOTIFY ENG'R 0/R = OVER POST SCHEDULE: P24 = 2-2x4 KING/STUD P34 = 3-2x4 KING/STUD P26 = 2-2x6 KING/STUD P44 = 4x4 POST P46 = 4x6 POST P48 = 4x8 POST P66 = 6x6 POST P33 = 3 1/2x3 1/4 PSL P35 = 3 1/2x5 1/4 PSL P37 = 3 1/2x7 PSL P55 = 5 1/2x5 1/2 PSL P57 = 5 1/2x7 1/2 PSL P34 = 3-2x4 KING/STUD P36 = 3-2x6 KING/STUD SYNIB�LS: H.S.1. HOLDOWN STRAP (UPPER FLOOR)-� HOLDOWN (RAISED FLOOR OR HDU2 � ON CONCRETE FOUNDATION) P05T BELOW (4x4 MIN. TYP., U.N.O.) � POST ABOVE � POST ABOVE & POST BELOW � (4x4 MIN. TYP., U.N.O. & SAME SIZE UNLESS LOWER POST IS SPEGFIED DIFFERENTLY) SHEARWALL PER PLAN �THERWISE D 1/2" PLYWD. W/ 10d AT 6" ❑.C. E.N. & 12° AT FIELD TYP, WALL BEL�W � _ _ _ _� BEARING CLDAD) WALL '�}k�� BELOW CCSHADED)) � � WALL ABOVE WALL FP:.AMING NOTES: 1. HEADERS FRAMING, U.N.O.: (use DF-Larch #2 or better) Supporting ROOF Load only: 2x4 Wall 2x6 Wall Up to 4' span 4x6 6x6 4' to 6' span 4x8 6x8 6' to 8' span 4x10 6x10 Supporting ROOF and FLOOR, Loads 2x4 Wall 2x6 Wall Up to 4' span 4x8 6x8 4' to 6' span 4x10 6x10 6' to 8' span 4x12 6x12 3. KING STUDS: U.O.N. All window and door openings 8 ft and wider shall have full-height double king studs. 4. POST CONNECTION: a. U.O.N., free standing beam-to-post connections shall have BC brackets b. Bottom of posts shall have full bearing in a tight-fit condition to the supporting structural member below. c. Where osts terminated on floor with stud walls or beams below the s ace betwe n the b ttom of p , p e o the, post and the top of the plate or the beam shall be solidly filled with 2x blockings and the stud wall below shall have matching post at some location. d. Bottom of posts when terminated on f:oor shali be fixed to the floor diaphragm by 2-A35 framing anchors. 5. GABLE END WALLS: All stud framing to be continuous U.N.O. fVo "Bal{oon" Framing Aliowed U.N.O. 6. LET-IN BRACES: Unless called out specifically on the framing plans, Conventional let-in bracing are not required. 7. SHEAR MATERIAL COVERAGE: shear material shall be applied continuously from sill plate to top plate with all the panel edges, solidly blocked. 8. CDX or OSB SHEATHING: a. APA span rating 24/0 or better, ail panel edges blocked and nailed per Shear Wall Schedule. All intermediate supports shail be nailed with 10d common or galvanized box nails at 12" o.c. b. Sheathing shall be placed on the designated side of studs as shown on plans. It may be placed on the, opposite, side provided there, are no perpendicular walls intersecting the shear wall. When opposite side is desired and there is intersecting wall, sheathing shall be placed to continuously pass through the perpendicular framing without stop. 9. GYPSUMBOARD SHEATHING: a. When gypsum Waliboard is used for shear wall sheathing, the contractor shall use cooler nails and not to crush the gypsum material by overdriving the nails. LOAD DESIGN CRITERIA: 1. ROOF/CEIL'G LOADS: Siope = FLAT Dead Load Roof (oniy) = 8.0 psf Ceiling = 6.0 psf Combined Roof & Ceil'g (flat) = 14.0 psf Combined Roof & Ceil'g (vaulted) = 11.0 psf Live Load = 20.0 psf 2. FLOOR: Dead Load Live Load 3. WALL Dead Load: Exterior (Stucco) Interior THE CONTRACTOR SHALL VERiFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCFES TO THIS ENGINEER PRIOR TO WORKING AFFECTED AREAS = 17.0 psf = 40.0 psf = 16.0 psf = 8.0 psf LATERAL DESIGN CRITERIA: 1. SEISMIC: Design Site Class = D Fa = 1.0 Fv = 1.5 Ss = 2.028g Si = 0.838g Design Category = E Occupancy Category = II R = 6.5 I = 1.00 2. WIND: Wind Speed = 110.0 mph Min. Wind Pressure = 16.0 psf Wind Exposure = B Sos = 1.352g So� = 0.938g Cs = .2080 W FOUNDATION DESIGN CRITERIA: Concrete Design Compressive Strength = 2,500 psi. Allowable Bearing Pressure = 1,500 psf. (2019 CBC) � > � r z 0 J Q H F- � �m �� o 0 H � Q � � �o�� \\� � (� O 0 �� O � -°' d- r� �, �//� F�-�i � 0� • � � � � �� ^� Q � N �/ � T� � U �} � W� O '�, � �� W � �� H � � X cn � � � � 4 � � U � I.� D \ _ � J �� WN��° I� � f- LiJ o %f F,�i E�R# b`� � � /�P�'r '�,P ��`, �' `'�, � Q ,r��i�� 0�'�� ; s; G�0 ; o ,1 � ,3t �- �� N J -� '� J 1�A N � Q� a > �3 ''''- ; c�o v ' U i, � � � � � O r L,, it o Q o.',�j,, v ; O,' o F `.,'LI `� / z "',, O t �: .0 , � M. � cn � ��y a� _. ,. --' "'CP��, ca zj- �.,.'�1SIJ��1pG'/�`.r �, � � � ...__._�-�.:-. � � a 0 m � � w • � �� / � � � U W � � � � �--� � � � W � � � W W � � � � I drawings & specifications ovided as instruments of service are the property of La �sa Engineering whether the oject is executed or not. It �unlawful for any person, 'v�ithout the written consent � La Rosa Engineering to duplicate or make copies of these drawings, partiy or in �ole, for use for other pro�ects & buildings. PROJECT #. 022-20 SHEET NO. _ =�v' -�S 4X�X�i16 =LSF F_<�PLA� �/4' --:CK F_ .i <a = � � -. __ _ _USI-=- � "__ _= CC'.�<=7� ___ � F0� 'NF�. � '�OT ti01 �� ` —!_L — , � P 3a d—�. 4 I i" r. — —� � I q Z a— — a z a� � � �� I�� i� e1�'a I CE) GRADE � \// // \ //\//\/\//\ a a _ �/ //�\//\\//�\//�\//\\// { 2 1/ 2' s IDE : o v� ,/j/j\/��j��j \/��%� �� a II ( C�VER TYP, w o� /j/\/j/j/� � i-�w �/� //� /�\�/\� \\�/��' � � ° Q x > >/ /////////// #4 EA Wo=� `i/i\��\��\��\��\��\�� I I a I I,° F A C E _ J�= w _ ►° II - W 3W �� Q #3 STIRRUPS !� a 1� : - � Q @ 1z"o c, TYP a�� -� �� I�- � Q v�, � �� d , 1 � � - - �, p d � - C2) #5 TOP , F-� � � � 12° MIN. & C2) #5 a,- TYP, U,N,❑, BOTT, TYP. (� U � 0 Q� �I �. � #4 Q � a 4 �I � TYP, � . � ��'_ � � — � I CE� " GRADE � ,� ° : � II j 6, - � � TYP. '\\/ \/\ \\/\\ \\/\\ I b a o� H a��"�' / � � � / //�//,/��//�//�// � 2 1/2' SIDE . � o � ��\��\��j\��\��\�' II � �. C�VER TYP. _. � pa W x �/\��\��j , \��/\��/\�� • # S @ �`' o = � �% / /��%/��%/��%/��%� � ° 18' o c o W � � �\�/�\�/�\�//\��/\��/\� I', . � 4 # 4 E A. J�' = W ;�/i �/i �/ ;�/��/i �/i �/ , C — � F A C E � o � Q z a #3 STIRRUPS ;; �� Q v� @ 12"o.c. TYP. I� � �� a — —' �t � o � - � � _ ,- � - . ' c2� #5 � ;7P owo- � -_ `'iN. & (2) #� �>r - - or- •- _ U,��, 3�TT. ?YP. � U TYPICAL PERIMETER FOUNDATION U.N.O. N.T.S. DETAIL LEGEND : 1. a. 3x P.T. w/ 5/8"4 A.B. PER SHEAR-WALL SCHEDULE ((4'-0" o.c. MIN.)) w/ BP5/8-3 WASHER. b. 2x4 P.T. w/ 5/8"�x9" A.B. @ 4'-0"o.c. w/ BP5/8 WASHER. 2. 2x STUD @ 16"o.c. USE 3x A7 PLYW'D EDGES PER SHEAR- WALL SCHED. 3. a. 5" MIN. CONCRETE SLAB w/ #4 � 12"o.c. EA. WAY TYP. b. 4" MIN. CONCRETE SLAB w/ #4 Q 16"o.c. EA. WAY TYP. 4. E.N. PER SHEAR WALL SCHEDULE ON SHEET SG OTHERWISE 10d � 6"o.c. 5. 15-mi1 MEMBRANE VAPOR BARRlER (NOT AS WATERPROOFING) SUCH AS BUTHUTEME, PARASEAL OR EQUAL INSTfiLLED ACCORDING TO THE INSTRUCTION OF THE MAIVU�ACTURER. CflNSULT WATER PROOFING COMPANY FOR FflR COMPREHENSIVE WATER PRflOFING OR MOISTURE INTRUSION PROTECTlON {NOT BY LA ROSA ENGINEERING). 6. 6" MIN. THICK LAYER OF FREE-DRAINING GRAVEL, SUCH AS 1/2" TO 3/4" CLEAN CRUSHED ROCK w/ NO MORE THAN 5% PASSING THE ASTM No. 200 SIEVE. COMPACTED & LEVELED w/ VIBRATORY EQUIPMENT. 7. 18" SOIL BELOW BOTT. OF CONC. SLAB SHOULD BE OVER-EXCAVATED & REPLACED w/ CLASS II BASEROCK COMPACTED TO MINIMUM RELATIVE COMPACTION OF 90%. �_ DO NOT SCAtrE THESE DRAWt1�iGS FOR fl1ME�1SiONS � .�, „ � � � � � 12° MIN, & CZ) #5 o� TYP, U.N.�, BOTT, TYP, U C`� TYPICAL INTERIOR FOUNDATION U.N.O. TYP. �.;� �SECTION N.T.S �, ------ �----- � I_ I � 4» min. CONC. SLAB w/ #4 � I 16"o.c. EA. WAY OVER 6" FREE � DRAIN OVER COMPACTED NON- I EXPANSNE FILL EXTENDING 6" I BELOW NATURAL GRADE � 6 nP. � S 2 �' � �" �� H�X-15x78 HaR��:� Kar+� � . I SIM. 5 3/4" THICK I CCUST�M HT, AS REQ.) S2 I S2 PL, w/ (4) w/ 1 1/8`� STD BOLT ::PABS a S 3/4° THICK �-- -------� Q � S2 PL, w/ C4) � � - < PABS a a � c a� - 4 9 a a a ' a a- . a a �. a � � � � �D'u2 � � lYP. 8 NDU2 — SG a ( a ^' v° ' ". 5" min, CONC_ �� w/ #4 � � �{ TYP. ; <; `` I a a I 12"o.c. EA. wAY ER �AOISTURE � I S2 a VAPOR BARRIER ,,VER 6" FREE �`� DRAIN OVER COMPACTED NON- � 'a�, EXPANSNE FILL DCfENDING 18" d � HDU2 � BELOW NATURAL GRADE I d _ I �I 4 lOi_ou 14'-0` a�( 5" min. CONC. SLAB w/ #4 � 6 0' I � � j a I 6 � 12"o.c. EA. WAY OVER MOISTURE 6 I`I ' a a VAPOR BARRIER OVER 6" FREE I DRAIN OVER COMPACTED NON- Ial .I 2 I a I � EXPANSIVE FILL EXTENDING 18" - HDU�'c ` a I BE�OW NATURAL GRADE � I � � 2 � I � _ � � � a J d n �' d - . - L��.� I . . . . � �v C � � � � RI ( a q Q 5�-0�� q ( a � _ _ _ � --� : Q —..= = ( d � � a 6 10'-0" 3/4° THICK 5 SIU.. � � PL w/ �4> S2 q �, PABS z = F OLTNDATION PLAN SCALE� 4 �P. L C2) #4 T�P & B�TT. N.T.S. L"7 M❑DEL PER PLAN TYP. EXTEND C�NC, CURB T� B�TT, �F NARDY HARDY PLATE PER PLATE HARDY FRAME M�DEL 1�"� ANCHOR PER STIRRUPS BETWEEN "HARDY-FRAME" R�DS PER HARDY "H.S.°= ASTM A193 GRADE B7 FRAME MDDEL TYPE 'STD°= ASTM F 1554 GR, 36 ada Q a Q 4 CE) GRADE a a a a. . � o a .d� d . � UL�C a a a a__ � . 4 a � . _. .. . �� — __� a_ a =_��4 - ._ oa� d� �\�\��/\�� I . � . . . . a .. \/��/��/�� _. . Z � I d . a - 4 a . ° � - d � . . a . . . - �. a . . . � . - �\��\��\� � � ° ° � a ° a ° a ��\��\��\ , tn I Q a d. a a //��//��//�� .. .. � . I - / Q . d . � d . Q � a . - /�\/�% /�% � 4 a a.. d � d - I d d ._ d Q a � a a Q a Q a _ ,� ° a � a d - � ___ __=� .. � -_� �d' a Q � Q _ O .I '.. . � .� _ ' .� .._ . � — — — —� _ #6 @ 10°o,c, T�P & B❑TT, 22° MIN. F�R STD BO�TS EA. WAY TYP„ u,N,o, 30° MIN, F�R H,S, B�LTS 3"x3°x1/Z" WASHER C�VER ALL SIDES ❑F BOLTS w/ DBL NUTS TYP, �oF STUD SEE 1 FOR INFO. TYP. FOLTNDATION s2 NOT NOTED �� BELOW HARDY FRAMES (�� — =�- _ =' � a �to Z a a a a � EXTERIDR �' GRADE ° ° ° ° �°j �u \\/\��\\�\\�\\�\\�\\�\\:\�! \� Q ��COMPACTED NON-EXPANSIVE� �� FILL EXTENDING 6" � � �'� ~ �\i\��i\�i\��i\�i\�A\\GR\D\\/\��/ 8" TYP, . ii — — -- -- - THICKENED EDGE OF � SLAB @ EQUIPMENT N.T.S. l�J N.T.S. P WATER PROOFING/!h�ISTURE DBL STUD @ 32"o,C. INTRUSION PREVENTIVE SYSTEM w/ C2) A35 T�P & WOT SH�WN) SHP,LL BE BY ❑THERS B�TT, PLS <N�T BY LA ROSA ENGINEERING) 5" WIDEx3/8" THICK PL. WO�D SLATS PER w/ C1z) 1/4"�x4" SDS PER ARCH. DRAW'GS SDS25200 TYP. (PRE-DRILLED H�LES) N TOP & 3" MIN. � � `� BOTT. � �4„ � , ° `� � L2 1/2X2 1/2X1/4 SHAPED BOTT. `� � , STEEL ANGLE END AS REQ, � o Q +i � S.A.D. C+24') Q � DECK'G BY �THERS . I I/\ I L PLAN M w/ P LUS � l� A35 EA, SIDE T�P & BOTT, PLS � I G Q q � — � ' �—��- � � Z — Q— L�.. a z �--1�� Q � ;�J � I I I � 07 ' o � �i�� . II �E) I GRADE � �% ��%�%�%%� a \/ //\\//\\//\\//\\//\\/ i II z ��z= S�DE � \�/��/��/��/��/��/�� ° I I I C � V E R T Y P. � F- � \�/\��j\��j ��\��/\��j\�/,� I � w o � >/// /// // // /// /// / • a � X m j %// //�� j�� j�� j��% � � # 4 E A. W o=� ,�� II o Ila EACE W� 3 W �� Q #3 STIRRUPS �� a11 0� @ 12"o,c. TYP, �e —_ _ z w Q OII I1 � — — �Q� _ ` �� . . �� — _- _—. '� l7 p z cu - .�.__.... � G . ._.. . _ . — ' � � t2� #5 T�F o W� 12' MIN, & C2) �5 a'o� T`(P. U.N,O. B�TT. T`'�. � U TYPICAL CA.NTILEVERED � BENCH SUPPORT @ 32"o.c. q ¢ � N.T.S. MODIFIED PLANS S�IALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ADDITIONAL FEES FOR PLAN CHECK OF THE MODIFIED DRAWINGS WILL BE CHARGED ON AN HOURLY BASIS AND WILL BE PAYABLE PRIOR TO ISSUANCE OF APPROVED DOCUMENTS. 1/4" = 1'-0" F OUN DATION NO TE S: 1. PROJECT ENGINEER IS TO INSPECT FOUNDATION REBARS. 2. EXISTING FOUNDATION MAY BE MODIFIED AS REQUIRED. 3. NEW FOUNDATION SYSTEM SHALL MATCH EXISTING. CONTRACTOR SHALL EXPOSE ENOUGH OF THE EXISTING FO�NDATION BEFORE INITIATWG WORK AND VERIFY THE EXISTING FOUNDATION AND SHALL INFORM THE PROJECT ENGINEER FOR VERIFICATION. PROJECT ENGINEER SHALL THEN REVISE PLANS AS REQ. SINCE NO SOIL /1NVESTIGATION AND REPORT PROVIDED OWNER(S) OF RESIDENCE SHALL ASSUME FULL RESPONSIBILTY FOR THE PROPOSED NEW FOLINDATION AS BEING SUITABLE FOR THE ACTUAL SITE CONDITIONS. 4. PER CRC R4041.2.3.1 USE 3,000 psi CONCRETE ON-SITE. STRUCTURA� OBSERVATION (CBC 1704.2 & 1704.6) 1. THE STRUCTURAL ENGINEER WILL PERIODICALLY REVIEW THE PROGRESS OF THE WORK FOR GENERAL CON�ORMANCE WITH CONTRACT DOCUMENTS; HOWEVER HIS REVIEW WILL NOT BE CONSTRUED AS SPECIAL INSPECTION UNLESS SPECIFICALLY APPROVED. THE CONTRACTOR SHALL NOTIFY THE EOR FOR STRUCTURAL OBSERVATIONS OF THE FOLLOWING ITEMS PRIOR TO PRO- CEEDING WITH WORK THAT WOULD PREVENT OBSERVATION. a. �OUNDATION EXCAVATIONS AND REIN�ORCING STEEL PLACEMENT. b. REINFORCING STEEL FOR CONCRETE SLABS AND WALLS. c. WOOD FRAMED WAL�S PRIOR TO COVERING OR INSTALLING WALL FINISHES. d. THE COMPLETE STRUCTURAL SYSTEM, JUST PRIOR TO IN WALL FINISHES. 2. CONTRACTOR TO MAKE APPOINTMENT WITH EOR AT LEAST 48 HOURS PRIOR TO STRUCTURAL OBSERVATIONS. � > �a � Z 0 � <C � W m � � � � � o 0 h � Q � � �o�� Q � � � U �� H ��.� O .�j �' Q 6i N � •'� - W �� N W � �� —�� J �_��W F-�{ '-- � H � � X cn �� D � a � � U L� � �J � r'1 � N� �� 1� (n � W o� �G\NE R b�.,, o _ a P� O`'P i,�� o � Z � \Q�`l- e � � -��,'w� N �� o p T � � � o�o � � �,� � o � `.t � �y c� O� o �,�� ,�P'�`�� J ~ �� W a� � Q 0 � � . U . � i � � rh � ) � � � � � � � W �1�/ 1 � � O � Q � Q � E—+ W Q � I� � � � � � � a � � � � � � � / �(M��` ' � ^ � � e—� _ � �I drawings & specifications ovided as instruments of service are the property of La sa Engineering whether the oject is executed or not. It �unlawful for any person, thout the written consent � La Rosa Engineering to duplicate or make copies of these drawings, partly or in �ole, for use for other pro�ects & buildings. PROJECT #. 022-20 SHEET NO. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THIS ENGINEER PRIOR TO WORKING AFFECTED AREAS WP WATERPROOF GENERAL NOTES GENERAL - Contractor or subcontractor shall apply for all permits and inspections required by legal authorities to obtain certificate of occupancy. - Contractor shall bid the project as indicated and specified on the drawings. When substituting materials or equipment the contractor shall submit catalog cut sheets and an amount for the substitution for approval prior to purchase and installation. - Fire sprinkler system, as required, shall be design-build with the subcontractor being required to pull their own permits for this scope of work. Shop drawings and product literature shall be submitted to architect for review prior to any purchase or installation. - Contractor shall post the installation certificate (CF-6R) and insuiation certificate (IC-1) in a conspicuous location, or kept with plans, and made available to the inspector. - Contractor shall provide copies of the Califomia Home Energy Guide, CF-1 R, MR-1 R, CF-6R and IG1 forms to the building owner. - An approved HERS provider and certified rater shall conduct the filed verification and diagnostic testing. - Contractor shall provide a certificate of field verifications and diagnostic testing (CF-4R), signed and dated by the HERS rater to the building department prior to final inspection. - 100°/a of mixed debris must be transported by a registered hauler to a registered facility and be processed for recycling. - Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry, or a similar method acceptable to DBI for protection against rodents. , -Quality Insulation installation Inspection (QII) shall be performed by a third party. -An operation and maintenance manual will be provided at final inspection per 2019 CGC 4.410.1 -Storm water drainage during construction shall be managed in accordance with 2019 CGC 4.10fi.2 LAYOUT - Do not scale from drawings! - Contractor to coordinate all N, data and security locations with architect prior to installation. - All multi-switch locations shall be ganged together w/ one face plate. all switches and outlets to be bid as white for base bid, but shall closely match the wall color they are on. review with architect prior to purchase or installation. - All fixtures are dimensioned to the centerline of their visible portion, unless otherwise noted. -All non-dimensioned fixtures shall be centered in the clear dimension. , - Coordinate exact locations and mounting requirements of all lighting equipment with architect prior to installation. PROPERTY ADDRESS 1115 Bernal Avenue Burlingame, CA 94010 APN 026-183-110 ABBREVIATIONS � C ❑ -c � � Z • } t z a _ U � - - - � �----� 12 3 -1_ ELECTRICAL SYMB�LS � switch �3 3-way switch ��S vacancy sensor � dimmer switch �3 3-way dimmer switcl� � / whip skip (line of connection) wall-mounted light fixture � `"�' (motion sensor) recessed "wall-washer" 0» ceiling fixture �- ceiling mounted fixture Q recessed ceiling fixture O pP recessed ceiling fixture, damp proof � strip light fixture �- wall-mounted step light � network (cat 6) outlet (u.o.n.) � television/cable outlet p� telephone outlet � duplex outlet � four-plex outlet � floor outlet � ��; gfci outlet e--d� appliance outlet � exhaust fan �M smoke/carbon monoxide alarm So smoke detector Othermostat o electrical panel � surface mounted track lighting al Avenue e�°r,� a0,� DWG DRAWING O.H. OPPOSITE HAND V.I.F. VERIFY IN FIELD �� EA EACH PERF PERFORATED VERT VERTICAL TREE � ELEC ELECTRICAL PL PLATE W.R. WATER RESISTANT � ELEV ELEVATION PLYWD PLYWOOD W WASHER ��/ EQ EQUAL PNL PANEL W/ WITH EXT EXTERIOR PNT PAINT W./D. WASHER / DRYER WINDOW DESIGNATION FAC FACTORY PT POINT WD WOOD O F.D. FLOOR DRAIN PTN PARTITION W.O. WHERE IT OCCURS _ CT CERAMIC TILE N.LC. NOT W CONTRACT T.S. TUBE STEEL D DRYER N.T.S. NOT TO SCALE TYP TYPICAL D.W. DISH WASHER NAT NATURAL U.B.C. UNIFORM BUILDING CODE SETBACK LINE DBL DOUBLE NO /# NUMBER U.N.O. UNLESS NOTED DIA DIAMETER O.C. ON CENTER OTHERWISE DIM DIMENSION O.D. OUTSIDE DIAMETER U.O.N. UNLESS OTHERWISE DN DOWN O.DR. OVERFLOW DRAIN NOTED SLOPE DR DOOR O.F.C.I. OWNER FURNISHED, VAR VARIES DTL DETAIL CONTRACTOR INSTALLED VER VERIFY COL COLUMN MAX MAXIMUM SUSP SUSPENDED ' - ' - - ' - - CONC CONCRETE MECH MECHANICAL T.&G. TONGUE AND GROOVE ' ' C.O.T.G. GEAN OUT TO GRADE MFR MANUFACTURER T.O. TOP OF ... CONT CONTINUOUS MIN MINIMUM TEL TELEPHONE 0 � CNTR CENTER MTL METAL THK THICK OR THICKNESS SECTION/ELEVATION Ao.a C.M.U. CONCRETE MASONRY LAM LAMINATE STL STEEL UNIT L.F. LINEAL FEET STRUC STRUCTURAL CDR CEDAR LOC LOCATION SUPPL SUPPLEMENTAL PROPERTY LINE F.O. FACE OF REF REFRIGERATOR CENTERLINE ---�- -- A.B. ANCHOR BOLT F.W. FINISH WALL REINF REWFORCING ABV ABOVE GA GAUGE REQ'D REQUIRED , ADD'L ADDITIONAL GAL GALLON RM ROOM DETAIL 0 ADJ ADJUSTABLE GALV GALVANIZED S.A.F. SELF ADHERED FLASHING REFERENCE A0.0 A.F.F. ABOVE FINISH �LOOR G.F.I. GROUND FAULT S.A.D. SEE ARCHITECTURAL ALT ALTERNATE INTERRUPTER DRAWINGS APPROX APPROXIMATE GL GLASS S.D. SMOKE DETECTOR Op BD BOARD G.W.B. GYPSUM WALL BOARD SCHED SCHEDULE DOOR DESIGNATION BTWN BETWEEN GYP GYPSUM S.E.D. SEE ELECTRICAL � BLDG BU1LDfNG HDR HEADER DRAWINGS BLK BLOCK HDW HARDWARE SF SQUARE FEET BLKG BLOCKING HORIZ HORIZONTAL SIM SIMILAR ELEVATION MARKER � BM BEAM H,B. HOSE BIB SL SLOPE B.O. BOTTOM OF... HT HEIGHT S.C.D. SEE CfVIL DRAWINGS � C CHANNEL I.D. INSIDE DIAMETER S.L.D. SEE LANDSCAPE C.J. CONTROL JOINT INS INSULATION DRAWINGS INTERIOR ELEVATION o A0.0 4 CL CENTERLINE INT INTERIOR STD STANDARD CLR CLEAR JST JOIST S.S. STAINLESS STEEL 3 CLG CEILING JT JOINT S.S.D. SEE STRUCTURAL � C.H. CEILING HEIGHT K.D.D.F. KILN DRIED DOUGLAS FIR DRAWINGS NORTH ARROW SYMBOLS + AND F.F. FINISH FLOOR R ROUND AREA @ AT FIN FINISH RDWD REDWOOD DESIGNATION (E) EXI�TING FLASH'G FLASHING R.O. ROUGH OPENING (N) NEW FL FLOOR RAD RADIUS MECHANICAL, PLUMBING AND EQUIPMENT - All spaces intended for human occupancy shall be provided with heating per CBC Table 403.7. - Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. Provide an exhaust fan with a min. capacity of 50 cfm. , ductless fans are unacceptable. (CBC 1203.4.2.1. CMC t-4-4). - Fireplaces and woodstoves: Install only direct-vent or sealed-combustion appliances; comply with US EPA Phase II limits. (CalGreen 4.503.1) - Design and lnsta44 HVAC System to ACCA Manual J, D, and S(CalGreen 4.507.2). , - Combustion Air: Shall meet the requirements of CMC Chapter 7_ - Gas vent terminations shall meet the requirements �f CMC 802.6 & SFMC 802.6.2. ' - HVAC system installers must be trained and certified in the proper installation of HVAC systems, such as via a state certified apprenticeship program, public utility training program (with certification as installer qualification), or other program acceptable to the Department of Building Inspection. (CalGreen 702.1) - Duct openings and other air distribution component openings shall covered during al) phases of construction with tape, plastic, sheetmetal, or other acceptable methods to reduce the amount of water, dust, and debris entering the system. - Bathroom exhaust fans must be ENERGY STAR compliant, ducted to terminate outside the building, and controtled by humidistat capable of adjustment between relative humidity of less than 50% to maximum of 80%. Humidity control may be a separate component from the exhaust fan. ', - Clothes dryer venting exhaust shall be a minimum of 4", terminate to the outside of the building, shall be equipped with a back-draft damper, and meet the requirements of CMC 504.3. Provide 1Q0 sq. inches min. of makeup air opening for domestic dryers. ! - Direct vent appliances per CMC 802.2.4 (per manufacturer's installation instructions) and SFMC 802.6.2. - Range hood vents shatt meet the requirements of CMC 504.2 and comply with CMC Table 403.7. - Environmental air ducts shall terminate 3 feet from the property line and 3 feet from opening into the building per CMC 504.5 and provide with back draft dampers per CMC 504.1 - Install water-efficient fixtures and fittings as summarized in CalGreen 4.303. -Alt air-distribution system ducts and plenums, including, but not limited to, mechanical closets and air-handler boxes, shall be installed, sealed and insulated to meet the requirements of the CMC Sections 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. ' -Portions of supply-air and return-air ducts and plenums of a space heating or caoling system shall either be insulated to a minimum installed level of R-6.0 (or any , higher level required by CMC Section 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and �, diagnostic testing in accordance with the requirements of Reference Residenfial Appendix RA3.1.4.3.8. Cannections of inetal ducts and the inner core of flexible ducts ' shall be mechanically fastened. Openings shall be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A ' or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. -Ducts shall be sealed, as confirmed through field verification and diagnostic testing, in accordance with all applicable procedures specified in Reference Residential Appendix RA3.1, and the leakage compliance criteria specified in Reference Residential Appendix TABLE RA3.1-2. The total leakage of the duct system shall not exceed 5 percent of the nominal system air handler airFlow as determined utilizing the procedures in Reference Residential Appendix Sections RA3.1.4.3.2, RA3.1.4.3.2.1: and RA3.1.4.3.3. -Luminaries shall meet requirements in Table 150.0-A and 2019 CEC 150.0 (k) -Water heating: 120volt, 20 Amp receptacle > 3 ft., Cat III or IV vent, condensate drain, and gas supply line capacity of at least 200,000 Btulhour. ', per 2019 CEC150A (n) � fi� �� G� O _ BUILDING MATERIALS - Verify wall and floor framing does not exceed 19% moisture content prior to enclosure. Materials with visible signs of moisture damage shall not be installed. Moisture content shall be verified in compliance with the following: (CalGreen 4.505.3 ) 1) Moisture content shall be determined with either a probe-type or a contact-type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8. 2) Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade-stamped end of each piece to be verified. 3) At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' drying recommendations shall be followed for wet-applied insulation products prior to enclosure - Concrete slab on grade foundations required to have a vapor retarder must also have a capillary break, including at least one of the following: (CalGreen 4.505.2.) 1) A 4-inch (101.6 mm) thick base of 1/2-inch (12.7 mm) or larger ctean aggregate shall be provided with a vapor retarder in direct contact with concrete and a concrete mix design which will address bleeding, shrinkage and curling shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2) A slab design specified by a licensed design professional. - Atl carpet must meet one of the following: (CalGreen 4.504.3) 1. Carpet and Rug Institute Green Label Plus Program, 2. California Department of Public Health Standard Practice for the testing of VOCs (Specification 01350), 3. NSF/ANS1 140 at the Gold level, 4. Scientific Certifications Systems Sustainable Choice, OR 5. California Collaborative for High Performance Schools EQ 2.2 and listed in the CHPS High Performance Product Database AND carpet cushion must meet Carpet and Rug Institute Green Label, AND indoor carpet adhesive & carpet pad adhesive must not exceed 50 g/L VOC content. - For 80% of floor area receiving resilient flooring, install resilient flooring complying with: 1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program, 2. Compliant with the VOC-emission limits and testing requirements of California Department of Public Health 2010 Standard Method for the Testing and Evaluation Chambers v.1.1, 3. Compliant with the Collaborative for High Performance Schools (CHPS) EQ2.2 and listed in the CHPS High ' Performance Product Database, OR 4. Certified under the Greenguard Children & Schools Program to comply with California Department of Public Health criteria. - Hardwood plywood, particleboard, and medium density fiberboard composite wood products used on interior or exterior shall meet CARB Air Toxics Control Measure for Composite Wood. See CalGreen Table 4.504.5. - Interior paints and coatings: Comply with VOC limits in the Air Resources Board Architectural Coatings Suggested Control Measure and California Code of Regu�ations Title 17 for aerosol paints. See CalGreen Table 4.504.3. - Low-VOC aerosol paints and coatings: Meet BAAQMD VOC limits (Regulation 8, Rule 49) and Product- Weighted MIR Limits for ROC. (CalGreen 4.504.2.3.) - Low VOC caulks, construction adhesives, and sealants: Meet SC!#QMD Rule 1168. See CalGreen Tables 4.504.1 and 4.504.2. (CalGreen 4.504.2.1) BUILDING ENVELOPE - Building envelope shall comply with the following: (2019 Building Energy Efficiency Standards 150.1 Climate zone 3) 1. Ceiling insulation R30 2. Radiant barrier hall have an emittance of 0.05 or less, tested in accordance with ASTM C1371 or ASTM E408, and shall be certified to the Department of Consumer Affairs as required by Title 24, Part12, Chapter 12-13, Standards for Insulating MateriaL 3. Walls - Above grade framed - U .048 - Above grade mass wall interior - U.077 R 8.0 - Below grade interior - U.077 R 13.0 - Below grade exterior- U.2 R 5.0 4. Floors -Slab perimeter - NR -Raised.- U_D.037 R19 -Concrete raised - U 0.269 RO 5. Fenestration -Max U factor - .30 -Max SHGC - NR -Max total area - 20% -Max west facing area - NR 6. Door -Max U factor - .20 7. Hot water piping insulation - 3/4" or larger 8. Annual photo voltaic output - per equation 150.1-C On 2019 Building Energy Efficiency Standards ZONING R-1 EXISTING USE SINGLE FAMILY RESIDENCE PROPOSED USE SINGLE FAMILY + SECONDARY UNIT OCCUP. CLASS R-3 CONSTRUCTION TYPE V-B NO. OF STORIES OF OCCUP. 1 NO. OF BASEMENTS/CELLARS 0 BLDG. HEIGHT 10'-9" (SECONDARY UNIT) ESTIMATED COST OF JOB TBD. CALGULATIONS LOT/PARCEL SIZE LOT COVERAGE USABLE OPEN SPACE REAR YARD AREA REAR YARD COVERAGE (%) DENSITY/# OF UNITS FRONT HOUSE # OF BEDROOMS SECONDARY UNIT # OF BEDROOMS CONDITIONED LIVING SPACE: FRONT HOUSE SECONDARY UNIT UNCONDITIONED STORAGE TOTAL BUILDING FOOTPRINT AREA PARKING SPACES INDEX 2019 CA BUILDING CODE 2019 CA RESIDENTIAL CODE 2019 CA MECHANICAL CODE 2019 CA ELECTRICAL CODE 2Q19 CA PLUMBING CODE 2019 CA ENERGY CODE 2019 CA GREEN BLDG STANDARDS DRAWINGS PREPARED BY BLUE TRUCK, INC. PETER LIANG peter@bluetruckstudio.com RICRRDO MORENO ricardo@bluetruckstudio.com EXISTING ADDED PROPOSED 6,000 SF +0 SF 6,000 SF 2,600 SF +249 SF 2,849 SF 3,400 SF -249 SF 3,151 SF 1,770 SF -249 SF 1,451 SF 0 SF (0%) +249 SF 249 SF (14%) 1 +1 2 2 +0 2 0 +1 1 2,600 SF +0 SF 0 SF +249 SF 0 SF 0 SF 2,600 SF 249 SF 2 0 2,600 SF 249 S F 0 SF 2,849 SF 2 ARCHITECTURAL __ _ _ _ __ AOA COVER SHEET A0.1 SPECIFICATIONS A1.0 SITE PLAN _ _ --- ---- A2A FLOOR & ROOF PLAN _ _ A2.1 ' RCP & ELECTRICAL _ _ __ - A3.1 ' PROPOSED ELEVAT{ONS & SECTiONS _-- . . _ A4.1 INTERIOR ELEVATIONS/ WINDOW & DOOR SCHEDULE A5.0 WALL SECTION NORHT SOUTH A5.1 WALL SECTION EAST WEST -- _ __ A5.2 EXTERIOR DETAILS ___ A5.3 EXTERIOR DETAILS A5.4 INTERIOR DETAILS ___ EN1.0 TITLE 24 CALCS EN2.0 ' CALGREEN CHECKLIST STRUCTURAL SG GENERAL STRUCTURAL DETAILS S1 STRUCTURALNOTES S2 FOUNDATION STRUCTURAL DRAWINGS ' S3 FRAMING STRUCTURAL DRAWINGS ��1E Tl�U�� ARCHITECT BLUE TRUCK, INC. 1890 BRYANT STREET #314 SAN FRANCISCO, CA 94'110 415.886.0986 PETER LIANG peter@bluetruckstudio.com RICARDO MORENO ricardo@bluetruckstudio,com PROPERTY OWNERS SOPHIA CHIANG & ANDY YANG 1115 Bernal Avenue Burlingame, CA 94010 415.613.7788 soph@yahoo.com STRUCTURAL ENGINEER LA ROSA ENGINEERS 727 Industrial Rd., Suite 116 San Carlos, CA 94070 650.593.3009 EDWARD L. LA ROSA ed@larosaengineering.com �� G 5�� G�� F�� 0 Q � O � � � � � O �- � Q �- -F- QU� � � � � � L � � C6 m B, o � r L �Z U��Q � m � W W _ � � W � � U DATE PHASE 8/5/20 PRICING ■ LEGEND � PROJECT DESCRIPTION (n) wall to remain Construction of a new Secondary Unit structure (249 sf) and hot tub (100 sf) behind an exis#ing single family residence (2 bedrooms). All utilities to be capped off and protected or removed where possibie. Replacement landscaping by others. Not visible from street. No changes to primary building or existing landscaping/site features. _ _ _ _ _ (e) wall to be removed Q p ' � (e) door to be removed � � � ` � � _ _ � (e) wd. to be removed VICINITY MAP �.t.s.0 PROJECTlNFO PROPERTY OWNER SOPHIA CHIANG AND ANDY YANG APPLICABLE CODES ePr ��9 y� /