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57 Sherry Dr RES19-0246 Single Family Attached Townhomem 0 1 3-10-00 F1 CONV FRAM USE SIMPSON HTU26 FOR SINGLE PLY TRUSS F10, F14, F16, F17, F18 = SIMPSON THA422 F01, F02, F03 = SIMPSON LUS46 MITEK PLATE 3-1 LL 0 0 0 1 n'> 1 w O 7 0-00 ECTIONS UNLESS NOTED OTHERWISE AL #'S 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630.10, BOISE LVL: FL1644-114 HATCH LEGEND 19'7" General Notes: - Per ANSb'I'PI 1.2002 all - Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer, Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. - All hangers are to be Simpson or equivalent: U.N.O.- Use 10d x 1 1/2" Nails in hanger connections to single Ply girder trusses. - Trusses are not designed to support brick U.N.O. - Dimensions are Feet-Inebes- Sixteenths Notes: No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates G.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-Bl Summary Sheet -Guide for handling. Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It. is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost. by Builders M-tSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, act..., se the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FirstSoumc staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements:. Although all attempts have been made to do so, trusses may nott be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for Proper orientation and placement. 11 es FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835.4532 Jacksonville PHONE: 904-772-6100 FAX: 904.772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 MATHIEU BUILDERS 55-57 SHERRY DR. 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Np cnad FQ }O 1-OQ - V 00m �<� ozN Z OLLJ NO W Qf,O 0 J Om O CL zwLL' QNO LL V)ZF`O cr O= Er 3 0 w i 0 U' (LCrZ W ZQ F- a e W Z aWOM-X oFLQLQ N paZ QN05 Hyp z X00 OOV zoixaw W ZWNOV)W Q�siWN2 W00J NVQ WF-O�Q zotr Q0p _W O Q0 o<(n W O 0mL� WO a00 OOOYQp it =)V). < _Z F 0- V) OpWM}' =opo OQ NDN W atnm �0 N Q (n -:D o QN�zQw�-° cF1' �Ncr az aWH 11100_W W`Z JNZm�aazwNQ<J OD< wm<ac5Q0 ox-i<> 0✓ -- am0 ~�m ZV)Z WCOJEM 0H0' ZENmr1i F-- 0 W Z 0-3QO N LL O' LL 0 Z� t N ab (n a 00 U ow a V/ m QN J a 0 Q W O� M O <g u o: <�0. rn 0 M � O_ W O IIV771ii z Q) 0 �<� ozN W Y 3 a: W O W z 0 UCS TOWNHOUSES 55-57 SHERRY DRIVE ATLANTICB AC,11,, FLORIDA _s_ IN a 2 -- A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT, ALTERNATE ALUM. ALUMINUM AWN, AWNING WINDOW BLK. BLOCK BOT. BOTTOM BLDG. BUILDING B.U. BUILT-UP CAB, CABINET CPT. CARPET G.I. CAST IRON CL. CENTERLINE C,T, CERAMIC TILE C.W. COLD WATER CONC. CONCRETE C.M.U. CONCRETE MASONRY UNIT CONT, CONTINUOUS C.J. CONTROL JOINT CFM. CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW D15P. D15PENSER DN. DOWN DWG. DRAWING EA. EACH ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER E.W.H. ELECTRIC WATER HEATER EL. ELEVATION EXH. EXHAUST EXT. EXTERIOR F.G. FIBERGLASS FIN. FIN15H FIN. CLG. FINISHED CEILING FIN. FLR. FINISHED FLOOR F.D. FLOOR DRAIN GALV, GALVANIZED GL. BK GLA56 BLOCK WINDOW GWB GYPSUM WALL BOARD HDW. HARDWARE HGT. HEIGHT HORZ. HORIZONTAL HB. HOSE 5155 H.W. HOT WATER I.D. INSIDE DIAMETER INSUL, INSULATION JAN. JANITOR JT. JOINT LAM. LAMINATE (D) LAV. LAVATORY M.O. MASONRY OPENING MATL. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MTL, METAL M.P. METAL PANEL 363 -398 5 10 42b -510 5 20 MIN. MINIMUM N,LC. NOT IN CONTRACT N.T.5, NOT TO SCALE O.C. ON CENTER OPNG. OPENING PT PAINT P.V.C. POLYVINYL CHLORIDE P.T. PRESSURE TREATED Q.T. QUARRY TILE REINF, REINFORCED READ. REQUIRED R. R15ER RD, ROOF DRAIN S.H. SINGLE HUNG WINDOW 5HT. SHEET SIM. SIMILAR 5L. SLOPE SPEC, SPECIFICATIONS 6%. STEEL THK THICK TOG TONGUE AND GROOVE TYP. TYPICAL VERT. VERTICAL V.C.T, VINYL COMPOSITION TILE W.I.C. WALK-IN CL05ET WRGWB WATER RE515TANT GYPSUM WALLBOARD W.W.M. WELDED WIRE MESH W.G. WATER CLOSET UR URINAL LU ND L0AD5 TITLE SHEET, SITE PLAN, DATA A-1 WIND DE51GN PER FBG RESIDENTIAL 2010, TABLE 8301212) A-2 5A51C WIND SPEED: WIND DE516N METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXP05URE CATEGORY: EXPOSURE CLA551FICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF.) ENCLOSED 29 FT. 33.6901 DEGREES (8:12) 40 FT. COMPONENT AND CLADDING WIND LOADS A-4 ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF) I 10 36.92 -4256 1 20 318 -40.46 1 50 36.4 -3152 1 100 3518 -3628 2 10 38.92 -490 2 20 318 -4116 2 50 36.4 -44.5 2 100 3528 -42.56 3 10 38.92 -4984 3 20 318 -41b 3 50 36.4 -448 3 100 3528 -4256 4 10 4216 -462 4 20 40.6 -442 4 50 38.1 -41.1 4 100 363 -398 5 10 42b -510 5 20 4016 -532 5 50 38.1 -480 5 100 363 -442 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DE51GN WIND PRESSURES E EST IP E E5' LL N o o_ (52)_ o Lu I I I I I I I ( �I 0 IC I I I I I I I I I I L I I L___ _ ( _J O O(23 EL. wL. FM won+ •26.10 MR ov¢RME won+ • 9939' VOLV* . &N r- F. RETENTION AREA F OPILE SCALE: I%"=I'-0" I INE EL, .1316' SILT FENCE w/ FILTER CLOTH M (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES A MAX. (o'-0" O.C. FLOW > GRADE rl 11i//i10' BACKFILL FENCE AFTER PLACING FENCE STAKED TU51E)1T"r BARRIER SCALE: 3/4"=I'-0" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD, 5Yrl50L5 NORTH INDICATES DIRECTION OF NORTH - DRAWING NUMBER SECTION X SHEET NUMBER WHERE SECTION 15 DRAWN DETAIL X - DRAWING NUMBER SHEET NUMBER WHERE DETAIL 15 DRAWN A ELEVATION LETTER ELEVATIONS D A-5 Bre SHEET NUMBER WHERE C - ELEVATION 15 DRAWN DOOR O DOOR NOMENCLATURE± 3648 = 3'-6" x 4'-8" WINDOW ® WINDOW NOMENCLATUREt 3648 = 3'-6" x 4'-8" INDEX OF DRAWN 5: T -I TITLE SHEET, SITE PLAN, DATA A-1 FIRST FLOOR PLANS A-2 ELEVATIONS A-3 ELEVATIONS, VENTILATION PLAN A-4 WALL SECTIONS A-5 WALL SECTIONS A-6 WALL SECTIONS A-1 WALL SECTIONS A -S DETAILS 5-1 STRUCTURAL PLANS 5-2 NOTES, SCHEDULE, DETAILS E -I ELECTRICAL PLANS, LEGEND �9•? BUILDING C0IDE 5S""EFRY AFFL IG,45LE CODES: CITY OF ATLANTIC BEACH ZONING CODE FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 r - ----- ------ ------------------- --- S-mo18" 00' 1 0.0' --------------- ---- 1I `r --- -----------' -- -------- i -- i ----------------------------------------------------- ----------------- ------- ------------ -- - i I I S I I 1 I I It I' I I I ' I I; I 1 I i I i I I I ifI ' 20' AR YARD SETBACK 1 I ------------------------------------- -------- ----- ------ 33'-4" AVERAGE WIDTH -' " if I� I I; 11 1 t I I I I sl I I! 11 Q fl ii ' IIuj 11 u ttt IL i 0 �� 1 ly A/C o N I PAD n I 0 A/C -------- I - EL..IIb1' EL. =12x2 ' EL. -1111' PAD = 1 EL. IIb1' EL. =1116 EL. =12.125' ®--------=-- ® ------------- o I 1 I � LANAI 1 ' I � p I I ANAIaTl I I 411� fl I 1 10 Q I 1 INI MI I � O 1 1 1 I i I I EL. =125' �l�t` FINISHED FLOOR I rE '25' {I{ FINISHED FLOOR I O l i -------------------- n I I ---------------- Poll 1 I ; I I 1 1 I i �� li 1 K=44EN ------ Q- O-- �. 1 06-- CE °qv ---- Hoo -1 -- __ 1 11 -- -----:==1zR5 t -- FOYER 11 I1 00@ _ I I 1 FOYER -- - --on1 -------------- 1 1 '�)F I II I t1 i 1 GARWIE I 'I I I A 1 1 1 j l I H I I iI I I I I I I i 1� I I ® I I I 1 -__-___,•j, EL. .11.9' y- ���___-- --T NT `(Ai��• --------------------------- --- I - - 1 FR� O DRIVE-------------------------------------------------- ----- ------- - 1 4 WALK DRIVE r•o 3--v 3.01 21.e• I C 1 I I �'•-• / I mr, aFarB ca+c. aas�EL talc. [� _ - �O ' I cont. CgUAL cant, WAVE =C I I I I I rT I I I I ' 1 j I I 12'__ _L. - -11 51 TE FLAN _ _ - SCALE: 1/8"=1'-0" EL. =11.2 &IDEWALK Ir�FEVI0U5 5UFA0551 AREA: P05T CONSTRUCTION: LOT 4,511 SF. AVAILABLE IMPERVIOUS SURFACE 2,060 5F. HOUSE 1,599 5F, CONCRETE, (DRIVE, WALK ETC.) 266 SF. EQUIPMENT PADS 9 SF. BREEZEWAY (50%) 19 S.P. TOTAL IMPERVIOUS SURFACE 1,814 SR IMPERVIOUS 422 % RETENTION REQUIRED: V=CAR/12 Y=16 x 1,811 5F. x 9.3/12 = 610 CF. AIR CONDITIONED AREA FIRST FLOOR = 781 5F. SECOND FLOOR - F. REEZEWAY= 305 5F. GARAGE = 505 5F. IMFERvI0U5 5U FACE GALCULATICN& AREA: POST CONSTRUCTION: LOT 4,431 S.F. AVAILABLE IMPERVIOUS SURFACE 1,991 5F, HOUSE 1,599 SF. CONCRETE, (DRIVE, WALK ETC.) 266 5F. EQUIPMENT PADS g SF BREEZEWAY (50%) 19 5.F. TOTAL IMPERVIOUS SURFACE 1,814 SF. % IMPERVIOUS 422 % RETENTION REQUIRED: V=CAR/12 V=.6 x 1,811 SF. x 9.3/12 810 CF, REVISIONS 8-20-19 / O H Iy m rn W � N � m x U a � � cn N 44o cn oW O� � �W W H DATE OF ISSUE 1-29-19 DRAWN BY: HGP SHEET NO. SKERRY T-1 19001 TOWNHOUSES 55-57 SHERRY DRIVE ATLANTIC BEACH, FLORI ABBREVIATIONS A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT. ALTERNATE ALUM. ALUMINUM AWN. AWNING WINDOW BLK. BLOCK BOT. BOTTOM BLDG. BUILDING B.U. BUILT-UP CAB. CABINET CPT. CARPET C.I. CA5T IRON GL, CENTERLINE C.T. CERAMIC TILE C.W. COLD WATER CONIC. CONCRETE C.M.U. CONCRETE MASONRY UNIT CONT. CONTINUOUS CJ. CONTROL JOINT CFM. CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW DISP. DISPENSER DN. DOWN DWG. DRAWING EA. EACH ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER EII1.P. ELECTRIC WATER HEATER EL. ELEVATION Exp. EXHAUST EXT. EXTERIOR F.G. FIBERGLASS FIN. FIN15P FIN, CLG. FINISHED CEILING FIN. FLR, FINISHED FLOOR F.D. FLOOR DRAIN GALV. GALVANIZED GL. BK GLASS BLOCK WINDOW GWB GYPSUM WALL BOARD HDW. HARDWARE PGT, HEIGHT HORZ, HORIZONTAL W.B. W05E 515B N.W. HOT WATER ID. INSIDE DIAMETER INSUL. INSULATION JAN. JANITOR JT. JOINT LAM. LAMINATE (D) LAv. LAVATORY M.O. MASONRY OPENING MAIL. MATERIAL MAX. MAXIMUM MECP. MECHANICAL MTL METAL M.P. METAL PANEL MIN, MINIMUM N.I.C. NOT IN CONTRACT N.T.5. NOT TO SCALE O.C. ON CENTER OPNG. OPENING PT PAINT P.V.C. POLYVINYL CHLORIDE P.T. PRESSURE TREATED Q.T. QUARRY TILE REINF. REINFORCED READ. REQUIRED R. RISER RD, ROOF DRAIN S.H. SINGLE HUNG WINDOW 5HT• SHEET SIM. SIMILAR 5L. SLOPE SPEC. SPECIFICATIONS 5%. STEEL THK THICK TlIG TONGUE AND GROOVE TYP. TYPICAL VERT, VERTICAL v.C.T, VINYL COMP051TION TILE W.I.C. WALK-IN CL05ET WRGWB WATER RE516TANT GYPSUM WALLBOARD W.W.M. WELDED WIRE MESH W.C. WATER CLOSET UR URINAL UUIN�) LOAD5 TITLE SHEET, SITE PLAN, DATA A -I WIND DE51GN PER FBC RESIDENTIAL 2010, TABLE R3012(2) A-2 BASIC WIND SPEED: WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLA551FICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (1544 COFF-) ENCLOSED 29 FT. 3316901 DEGREES (8:12) 4.0 FT. COMPONENT AND CLADDING WIND LOADS A-4 ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(PSF) 1 10 38.92 -4256 1 20 3115 -40.46 1 50 36.4 -3152 1 100 3528 -3628 2 10 38.92 -492 2 20 31.8 -4116 2 50 36.4 -44.8 2 100 3528 -4256 3 10 38.92 -49.84 3 20 318 -4116 3 50 36.4 -44,5 3 100 3528 -4256 4 10 4216 -462 4 20 40.6 -442 4 50 38.1 -41.1 4 100 363 -398 5 10 4216 -512 5 20 4016 -532 5 50 38.1 -482 5 100 36.3 -442 DE51GN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES 31'-93'4" -- -- -- -- -- -- I ' -5-06° 18" 00' 40.0' -- EL. -1316'- -- EL. -128 -------------------------------------------------------------------- T------: ----------------------------------------------- ?____ - - ------ ------------------------------------------------------------------------f---------------------------- ------------ DA I I � I i i i i t ' I ss I s I s I I i 1 I 11� 1 I I I 1 20 AR PARD SETBACK I II i' ---------------------------------- ------+ i-� 33'-4" AVERAGE WIDTH EL. =1116'1' I - VOL. PER UDru .28.18 CP Pr AVERCC£ IDDM. WY vmL" - 882 C. F, RETENTION AIREA F=OF E -1 SCALE: /a"=1' -o` SILT FENCE w/ FILTER CLOTH (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES a MAX. 6'-0" O.C. FLOW GRADE BACKFILL FENCE AFTER PLACING FENCE SCALE: 3/4"=1'-O" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE, 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. NORTH INDICATES DIRECTION OF NORTH - DRAWING NUMBER SECTION X G_ - SHEET NUMBER WHERE SECTION IS DRAWN �( - DRAWING NUMBER DETAIL - SHEET NUMBER WHERE A - DETAIL 15 DRAWN A ELEVATIONS D A-5 ELEVATION LETTER B�� SHEET NUMBER WHERE C - ELEVATION IS DRAWN DOOR O DOOR NOMENCLATUREt 3648 = 3'-6" x 4'-8" WINDOW ® WINDOW NOMENCLATUREt 3648 = 3'46" x 4'-8" INDEX OF D AWIN & T -I TITLE SHEET, SITE PLAN, DATA A -I FIRST FLOOR PLANS A-2 ELEVATIONS A-3 ELEVATIONS, VENTILATION PLAN A-4 WALL SECTIONS A-5 LUALL SECTIONS 440 WALL SECTIONS A-1 WALL SECTIONS A-8 DETAILS 5-1 STRUCTURAL PLANS 5-2 NOTES, SCHEDULE, DETAILS E -I ELECTRICAL PLANS, LEGEND 'ROPERTY INE EL. •1316' LLI u'I I je Q Q li J Il N H FA (77, 4 p AC --------- ---- EL. -IIbT EL. =12.125' - EL_^tli1' PAD I EL. =IIbT EL. =1116 EL. -12.125' ® ®------------ p I � I = l SQA. n i X11 Lu LI! WA I I � so ' Mf cl I t] I nl Z j I tld I� I I � I ' I ---K--I-T-EC-N-E. -IE12N5 FIL=HE-D -- -F-rLoOc. O --R SHED FLOOR ------------ ---------------------- ---------- ---- __--- __ - __ Kt ------ IIfI; IIIII CE �:... {O� O0 ------- FOYER �j �SI I 'Y� ---- i----- ------ FORCW I t a I I I I I I � I 1 0 I I i I � II I I I I I I 0 ,1 I _ I ---- - EL. -If.9' I �Vy�a4� i 1 ---- - TV/D r ----------------- -------------- m- -- -r - - --- -DRNE AO go nWALK pRIVE ------------ -- r.o 3•@ •' 9.O• p I cat. 6RAVEL cont. aRAVM C*r le h2 i I I ro• 9•-0' a••e• 3'-0• re cane, CRCVEI, cane. GRaYg I I I i I t I I I I EL. -Ils' I - 50" 0, -� EL. .IID' SITE f=LAN _ _ SCALE: 1/8"=1'-0" EL. -11.2' I �1 f= Y I C U,5 5U F,4 AREA: U I L �) 1 � CODE SU E '�r LOT VAILABLE IMPERVIOUS SURFACE HOUSE AFFIL I CA15L E CODE& E, WALK ETC.) EQUIPMENT PADS CITY OF ATLANTIC BEACH ZONING CODE BREEZEWAY (50%) FLORIDA RESIDENTIAL CODE 2011 TOTAL IMPERVIOUS SURFACE NATIONAL ELECTRIC CODE 2011 1% IMPERVIOUS 512E�A�-K EL. -11.13' AIR CONDITIONED AREA FIRST FLOOR 781 S.F. SECOND FLOOR REEZEWAY= 305 SF, GARAGE 505 5F. ONS; 1MFFVIOU5 5URFAGE CALCULATIONS: P05T CONSTRUCTION: AREA: POST CONSTRUCTION: 4,511 SF, LOT 4,431 S.F. 2,060 SF. AVAILABLE IMPERVIOUS SURFACE 1,991 SF. 1,599 5F, HOUSE 1,599 S.F. 266 SF. CONCRETE, (DRIVE, WALK ETC-) 266 SF. 9 SF. EQUIPMENT PADS 9 SF 19 SF. BREEZEWAY (50%) 19 5F. 1014 SF, TOTAL IMPERVIOUS SURFACE 1014 SF. 40.9% % IMPERVIOUS 42.2 % RETENTION REQUIRED: V=CAR/12 � RETENTION REQUIRED: V=CAR/12 V=.6 x 1,811 5F. x 9.3/12 = 610 CF. \ V=.6 x 1,611 5F. x 93/12 - 610 CF. (REVISIONS)i r DATE OF ISSUE 1-29-19 DRAWN BY: PGP SHEET NO. SKERRY T-1 19001 j� O d d l' m H W Na � U x z P�0 0 ti W W w � \ Q r DATE OF ISSUE 1-29-19 DRAWN BY: PGP SHEET NO. SKERRY T-1 19001 u 24'-4" I ------------------------ ------------- _ -------- -------------------- 3026 FIX 4020 FIX. H D TEMP, W-0" AFF -- I I I I I I I I I I I I B 'UI I I I MSI I I I MASTER KDI MASTER BEDROOM BATF I I I I I z ri Ul I o I � IU I I I I I a ? � I I� I 61V1 s 4'-2" I I t � -- ----------JI LL------------� A-5 I I I I AiG SHR DRYER I I LOFTI I -8„ \ AtTfr_ i - LAUZ, -------- 11 a �c� I I I I I ////�� I -011 I I I I I I I i Q I BEI � 00 2 wl = �.(.C. `4 OC I — I Iz I Ln �7 I I� f t 0 2'414" �------------- is � I I A-4 ------------ 480 SLID. I I I ''ffII I I I I I I I � I ° I � I —1 i I I 3 66" TUB o BATH' o � 2644 FIX X --- ! e r - L I� I 1I7 I I 11 �_) -- ---r ----- ------ STO. u 0 10'-3" 10'-3" 24'-4" --------------- Af ----------------- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WRAPPED P.T. 6x6 POST TYI i LANAI STO. ' 3'-414" 4'-69fa" H.B. 8080 SLID. ` PR. 3056 SHEAR FRAM , SEE 1/5-2 -- -J 111 (NIH LIVI G Rool INDIRE T VENT AS - r FIREPL CE A-6 S ttl Z M A-5 1 I Y j 1 ----------- ---- - OPENING --- ------ - 1 ABOVE STAR 1 ---------------------7 PANTRY D.W. l 1 ----------- ---- I I L - I --- J----- _jI 1 ------ - e KITCHEN -- -- I I � ---------- -_- 0 EWH L--------- --------LIREF-]Q I r MAIN 2f00A `S PANEL CIO----- `� -___- - _ 1 o FOUIDER o r ----- ti OVER I � I I ii�� CC � VRG .LE n / INTERIOR SHEAR WALL I I I I � I ----- --- A-4 I 4 A-5 I I — I I Q I I I — I 20'-0" 4,_411 I n _ sF ----- PR 3 0 REQS ------- -- 3 5i" 3'-53, 2 5EG0 V[D FLOOfR FLAN ( J 2B ALE /C AREA = 1384 5F, A-6 55 SHERRY DRIVE SHOWN, 51 SHERRY DRIVE MIRROR 10'-4" 4'-10" 4'-4" 24'-4" GARAGE Kr/// SHEAR FRAME SEE 1/5-2 ---- ------------- - - - - -- F _t4 I I _ 2e DRfVE z A-6 A-6 24'-4" �I WRAPPED P.T. 6x6 POST, TYP. IUALK ( � FLCC JL/=`N SCALE:'�ZJ A/C AREA = 181 SF, AREA FIRST FLOOR = 1,519 SF. CEILING HEIGH7 - 55 SHERRY DRIVE SHOUdd, 5- SHERRY DRIVE MIRROR �• dam. EA5T ELEVATION 5OUTH ELI=\/ATION 1JE5T ELEVATION (REVISIONS DATE OF ISSUE 6-26-19 DRAWN BY: �*p SHEET NO� 5HERRY A-2 19001 � O � ai I U �^ U W C/1 N P77� F� U x � F H W ry, U DATE OF ISSUE 6-26-19 DRAWN BY: �*p SHEET NO� 5HERRY A-2 19001 RCCF V NTLATION SCALE: 1l4" -V-0" I`►�-✓I�I M " L= E— Y /==A I IL./IN (REVISIONS' t FLOOR GRADE DATE OF ISSUE 6-26-19 DRAWN BY: H6p SHEET NO. SKERRY A-3 19001 A N U � W 0 aA� WEU � W O� t� O � BEARINGS )OU1 HEAD u O W 0 -FLOOR Na Ma BEARING:uz OW HEADC� p� a Z o U v m o �' �/f//j` 1010 w u A d u t FLOOR GRADE DATE OF ISSUE 6-26-19 DRAWN BY: H6p SHEET NO. SKERRY A-3 19001 GAB GARAGE 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TT'P. BEDROOM 3/a" TEG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES a I6" O.C., TYP, 1-6" 51MF50N 5DWC SCREWS m EA. ROOF TRUSS Ix2 BATTENS a 16" O.C. ON 5/16" C.F. PANELS ON 1i2" NOM. ZIP SHEATHING ON 2x6 WOOD STUDS s 16" O.C. FIRST FLOOR I I- 5_2 SEE STRUCTURAL DRAWINGS S-2 FOR HOLDDOIIN SYSTEM OPTIONS 2 AUL[) NG SEGTION Q-� SCALE: 1/2"=I'-0" H WIND" ASPHALT SHINGLES ON 30" FELT ON 1/2" . STRUCTURAL SHEATHING DECKING NAILED w/ 8d i SHANK NAILS 9 6" O.C. AT PANEL EDGES AND MEDIATE AND 4" O.0 AT COMPONENT AND DDING EDGE STRIP Y 3 1' -S" 6" EXPOSURE CEMENT FIBER SIDING ON 'i2" NOM. ZIP -WALL 5TRUCTURAL SHEATHING ON 2x6 STUDS e 1(0" O.C. w/ R-21 BATT INSULATION, i2" GWB INTERIOR SECOND FLOOR v FLOOR TRUSS BEARING SEE STRJCTURAL DRAWINGS FOR HOL.DDOL.N SYSTEM OPTIONS o-� a 1UI�IN 5EGTION \4�-4j SCALE: I/2"=I'-0" OPTIONS VISIONS) DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. 6WERRY A-4 lWol O (i M v oUo H W DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. 6WERRY A-4 lWol "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON /2" 12NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd [; RING SHANK NAILS a b" O.C. AT PANEL EDGES AND 8 _ INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 UJALL SECTfCN A-5 SCALE: 1/2"=I'-0" FLOOR 2 UU,4LL 5EGTiON A-5 SCALE: I/2"=I'-0" s "HIGH lull` NOM. STP RING SH< INTERMEL CLADDIN V-811 6" EXPOSURE CEMENT FIBER SIDING ON /2" NOM. ZIP -WALL STRUCTURAL SHEATHING ON 2x6 STUDS m I6" O.G. w/ R-21 BATT INSULATION, 1%" GWB INTERIOR SECOND FLOOR FLOOR TRUSS BEARING Ix2 BATTENS a 16" O.C. ON 5/16" CF. PANELS ON 1/2" NOM. ZIP SHEATHING ON 2x6 WOOD STUDS 6 I6" O.G. FIRST FLOOR I-6" 5IMP50N SDWC SCREWS a EA. ROOF TRUSS Em LOFT PROVIDE CODE COMPLIANT STAIR GUARD RAILS, HANDRAILS AND RAILS AT LANDINGS AND DECKS, SEE 8311.1.8 AND R311.83. RAILING SELECTION BY OWNER. 24'-4" WIG, 3/4" TtG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 9 16" O.C., TYP. WOOD SPECIES: SILL PLATES ON CONC, OR MASONRY - BORATE TREATED SYP OTHER PLATES - SYR HEADERS - SYR. STUDS - SPRUCE PINE FIR MISC. - SPRUCE PINE FIR ALL FASTENERS CONTACTING ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 1-6" 51MP50N SDWC SCREWS tv EA. ROOF TRUSS 1-6" SIMPSON SDWC SCREWS 6 EA, ROOF TRU55 (N5�LATICN F OUI E1I NT,5: (trPICAL ALL FLOORS, WALLS AND ROOFS) KITCHEN 2x4 WOOD FRAMED WALL R-13 BATT INSULATION 2x6 FRAMED WALLS R-19 BATT INSULATION ALL ROOFS, INCLUDING PORCHES R-30 BATT INSULATION WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION (AS ACOUSTICAL INSULATION) 24'-4" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. a _7f FOR HOLDDOWN SYSTEM SEE STRUCTURAL DRAWINGS S-2 I 5 U 11� D I NG 5 E G T I CN s I Z { OPTIONS A-5 SCALE: I/2"=1'-0" ^� SEE I/A-4 FOR ADDITIONAL NOTES DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. SKERRY A-5 lWol O H W U`/ m M LJ U oW ¢ W x � i DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. SKERRY A-5 lWol \ 12 VARIES V 6" 51MRSON 5DWG SCREWS a EA. STUD TO TOP PLATE 1- 6" SIMPSON SDWC- 5CREW5 = 485 lbs UPLIFT 2- 6" SIMPSON SDWC SCREW = 910 lbs UPLIFT 'h" VERTICAL SNEATNING, Trp. 2 ROWS OJ31 x 21i' NAILS a 6" O.C. STAGGERED EA. SIDE Or JOINT "HIGH WIN NOM, STR RING SHL INTERMEE CLADDIN 1'-8" 1-6" SIMPSON SDWC SCREWS a EA. ROOF TRUSS 6" EXPOSURE CEMENT FIBER SIDING ON 1/2" NOM, ZIP -WALL STRUCTURAL SHEATHING ON 2x6 � AH ��� STUDS a 16" O.G. w/ R-21 BATT I`Q INSULATION, 11/2" GWB INTERIOR VATH � VERTICAL 6WdATWIWs SPLICE O SECOND FLOOR H v� — N a-� 'h" VERTICAL SNEATNING, Trp. 2 ROWS OJ31 x 21i' NAILS a 6" O.C. STAGGERED EA. SIDE Or JOINT "HIGH WIN NOM, STR RING SHL INTERMEE CLADDIN 1'-8" 1-6" SIMPSON SDWC SCREWS a EA. ROOF TRUSS 6" EXPOSURE CEMENT FIBER SIDING ON 1/2" NOM, ZIP -WALL STRUCTURAL SHEATHING ON 2x6 � AH ��� STUDS a 16" O.G. w/ R-21 BATT I`Q INSULATION, 11/2" GWB INTERIOR VATH TWO 5TOIR� HOLIDDOUA 2 VERTICAL 5HEATHING A-(oSCALE: I/2"=1'-0" SEE STRUCTURAL DRAWINGS 5-2 FOR HOLDDOWN SYSTEM OPTIONS 1-6" 5IMP50N SDWC SCREWS to EA. ROOF TRUSS r. MASTER BEDROOM 3/4" TiG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES a 16" O.C., TYP. WOOD SPECIES: SILL PLATES ON CONC. OR MASONRY - BORATE TREATED SYR OTHER PLATES - SYR HEADERS - SYR. STUDS - SPRUCE PINE FIR MISC. - SPRUCE PINE FIR ALL FASTENERS CONTACTING ACa TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. IN5ULATfON R 0UIFEIINTS: (TYPICAL ALL FLOORS, WALLS AND ROOFS) KITCHEN 2x6 FRAMED WALLS, EXCEPT GARAGE R-19 BATT INSULATION CEILING a GARAGE / MUD R-19 BATT INSULATION ALL ROOFS, INCLUDING PORCHES R-30 BATT INSULATION WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION 24'-4" (AS ACOUSTICAL INSULATION) 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. BUILDING SECTION A-� SCALE: 1/2"zl'-Otl SEE I/A-4 FOR ADDITIONAL NOTES 1'-8" go a� n � VERTICAL 6WdATWIWs SPLICE O SECOND FLOOR H v� — N osB OR RIM BOARD, twAN FLOOR YWOD - " SNORTER 't tY I rsTEM T. x Q z FLOOR TRUSS BEARING Ell - oul o 1/2' VERTICAL WEATWIM, W trP. �Q Ix2 BATTENS a 16" O.C. ON 5116" CF. PANELS ON I12" NOM. ZIP SHEATHING ON 2x6 WOOD STUDS a 16" O.G. 3,a"O SIMPSON TITEN HD SCREW w/ MIN. 3'4" EMBED, ON SIMP50N 5PI'/2 BEARING PLATE, TYP. a MAX. 32" O.C., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. 4" SIMPSON SDWC 5CREW5 s EA. STUD FIRST FLOOR —� GRADE TWO 5TOIR� HOLIDDOUA 2 VERTICAL 5HEATHING A-(oSCALE: I/2"=1'-0" SEE STRUCTURAL DRAWINGS 5-2 FOR HOLDDOWN SYSTEM OPTIONS 1-6" 5IMP50N SDWC SCREWS to EA. ROOF TRUSS r. MASTER BEDROOM 3/4" TiG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES a 16" O.C., TYP. WOOD SPECIES: SILL PLATES ON CONC. OR MASONRY - BORATE TREATED SYR OTHER PLATES - SYR HEADERS - SYR. STUDS - SPRUCE PINE FIR MISC. - SPRUCE PINE FIR ALL FASTENERS CONTACTING ACa TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. IN5ULATfON R 0UIFEIINTS: (TYPICAL ALL FLOORS, WALLS AND ROOFS) KITCHEN 2x6 FRAMED WALLS, EXCEPT GARAGE R-19 BATT INSULATION CEILING a GARAGE / MUD R-19 BATT INSULATION ALL ROOFS, INCLUDING PORCHES R-30 BATT INSULATION WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION 24'-4" (AS ACOUSTICAL INSULATION) 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. BUILDING SECTION A-� SCALE: 1/2"zl'-Otl SEE I/A-4 FOR ADDITIONAL NOTES 1'-8" go a� n DATE OF ISSITE 6-20-19 DRAWN BY: HGP SHEET NO. 514ERRY A-6 19001 � O � H v� v N a o �x x Q z W oul o W �Q o DATE OF ISSITE 6-20-19 DRAWN BY: HGP SHEET NO. 514ERRY A-6 19001 2x4 1-411/2" SIMP50N SDWC SCREWS a EA, OUTRIGGER MASTER BEDROOM 3/4" TAG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 6 16" OC, TYP. GWB O "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 112" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ad RING SHANK NAILS 9 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 At COMPONENT AND CLADDING EDGE STRIP M 3 s 24 6" EXPOSURE HARDI ART15EN CEMENT FIBER SIDING w/ MITERED CORNERS ON HOUSEWRAP SECOND FLOOR 2B LUALL SECTION 4-� SCALE: I/2":I'-O" FLOOR TRUSS BEARING 410 kl SYP BEAM STRUCTURAL BRACKETS 3-12" LVL PART OF SHEAR FRAME, SEE i/S-2 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 'ii" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ed RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 UO3 2x4 OU 1-4'12" SIMPSON SDWC SCREWS fD EA, OUTRIGGER MASTEF; BEDROOM 3j4" TAG ADVANTEX PLYWOOD DECK GLUED AND NAILED t0 PREENGINEERED FLOOR TRUSSES m 16" O.C., TYP. GWB GARAGE DOWN O EIM SECOND SEE STRUCTURAL DRAWINGS 6 FOR HOLDDOWN SYSTEM 5_2 j-2 OPTIONS 2 UJ/4LL 5ECT(ON SCALE; 1/21-mr-oll SEE 1/A-4 FOR ADDITIONAL NOTES FLOOR TRUSS BEARING 4x10 *I SYR BEAM STRUCTURAL BRACKETS 3-12" LVL PART OF SHEAR FRAME, SEE T/S-2 O.H. DOOR FIN. FLOOR GRADE `p 1-4'%" SIMPSON SDWC SCREWS a EA. OUTRIGGER BEDROOM 3/4" TAG ADVANTEX PLYWOOD DECK GLUED AND NAILED t0 PREENGINEERED FLOOR TRUSSES a 16" O.C., TYP, GREAT ROOM 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 5 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3 S-2 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 112" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ad RING SHANK NAILS m 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP k 3 6" EXPOSURE CEMENT FIBER SIDING ON 1i2" NOM. ZIP -WALL STRUCTURAL SHEATHING ON 2x6 5TUD5 6 16" O,C. w/ R-21 BATT INSULATION, 'iz GWB INTERIOR SECOND FLOOR 3/4" SPLICE BAND TRUSS BEARING 0 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ed RING SHANK NAILS 6 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP'S 3 Ix2 BATTENS 9 16" O.C. ON 5/16" CF. PANELS ON'1/z" NOM. ZIP SHEATHING ON 2x6 WOOD STUD5 is 16" O.C. LANAI 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON S MIL PVC VAPOR BARRIER ON 95 , MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. UJALL SECTION 4-� SCALE: 1/2"=1'-0" SEE I/A-4 FOR ADDITIONAL NOTES S-2 2-2x10 r- FIRST FLOOR VISIONS DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO, SHERRY A-� 19®mi WEATHER RESISTANT BARRIER INSTALLATION FOLD LINE CUT LINE, TYP. WASTE EDGE ROUGH OPENING FOLD LINE ,2„ GWB FINISHED ELEVATION 5V4'x3'/2" HARDI TRIM WINDOW '3/4°x6" HARDI TRIM WINDOW IN5TALLATION I. VERIFY THE OPENING 15 PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 450 FRCM BOTTOM CORNERS, MAKE LAST CUT UP AT CENTER TO TOP CUT, 4. FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAM55 AND SILL, TAPE UP AT HEAD EXTERIOR 5. INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER (o. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER. 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 8. APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45° CUTS AT HEAD.. 9. INSTALL HARDI PLANK TRIM AT SILL, JAMBS AND HEAD, (NO 45° MITERS) 10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 1/2" PAST EDGE OF JAMB TRIM, 11. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE, CAULKIN CAULKIN 1/2" GWB CAULKIN GWB HEAD STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARD[ PLANK SIDING w/ 1114" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARD[ TRIM DO NOT SEAL WINDOW PSON HIOA w/ 18-10dx1l/2" AT — _.-.C)E AND I- 51MPSON H2.5A w/ 10-8d AT INSIDE 5fLL W NE)OW IN5TALLATION s GOING SCALE: WINDOW BITUMINOUS TAPE SEALANT 5/4" x 31i2" HARDI TRIM SEALANT 112" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARDf PLANK SIDING w/ 1114" LAP WINDOW SEALANT 5/4" x 6" HARDI TRIM SEALANT 1/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARDI PLANK SIDING w/ 1114" LAP N A Y FLA54I `4G, T"rF. \A-(ol SCALE: 3"=l--0` (GABLE FLASHING SIM.) INSTALL CONT. AT ALL EAVE AND GABLE LOCATIONS ,RAL PANEL ROOF DECK 0ERLAYMENT 41NGLE5 METAL DRIP ON P.T. Ix2 ON 2x(o FASCIA, TYP. ALL LOCATIONS ROOF = WALL FLA5I IN 'Fl. SCALE: 3"=I' -O" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY WALL STRUCTURE SIDING WALL MEMBRANE CONT. 5"6" METAL FLASHING ROOF SHINGLES ROOF UNDERLAYMENT STRUCTURAL PANEL ROOF DECK ROO STRUCTURE v ROOF Q WALL I=L,454 N , T�'rF. SCALE: 3"=I'-0" INSTALL CONT. AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS m �REVISIONS)i � O � E� h Qi W j � 1 WEATHER RESISTANT BARRIER INSTALLATION FOLD LINE CUT LINE, TYP. WASTE EDGE ROUGH OPENING FOLD LINE ,2„ GWB FINISHED ELEVATION 5V4'x3'/2" HARDI TRIM WINDOW '3/4°x6" HARDI TRIM WINDOW IN5TALLATION I. VERIFY THE OPENING 15 PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 450 FRCM BOTTOM CORNERS, MAKE LAST CUT UP AT CENTER TO TOP CUT, 4. FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAM55 AND SILL, TAPE UP AT HEAD EXTERIOR 5. INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER (o. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER. 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 8. APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45° CUTS AT HEAD.. 9. INSTALL HARDI PLANK TRIM AT SILL, JAMBS AND HEAD, (NO 45° MITERS) 10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 1/2" PAST EDGE OF JAMB TRIM, 11. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE, CAULKIN CAULKIN 1/2" GWB CAULKIN GWB HEAD STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARD[ PLANK SIDING w/ 1114" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARD[ TRIM DO NOT SEAL WINDOW PSON HIOA w/ 18-10dx1l/2" AT — _.-.C)E AND I- 51MPSON H2.5A w/ 10-8d AT INSIDE 5fLL W NE)OW IN5TALLATION s GOING SCALE: WINDOW BITUMINOUS TAPE SEALANT 5/4" x 31i2" HARDI TRIM SEALANT 112" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARDf PLANK SIDING w/ 1114" LAP WINDOW SEALANT 5/4" x 6" HARDI TRIM SEALANT 1/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARDI PLANK SIDING w/ 1114" LAP N A Y FLA54I `4G, T"rF. \A-(ol SCALE: 3"=l--0` (GABLE FLASHING SIM.) INSTALL CONT. AT ALL EAVE AND GABLE LOCATIONS ,RAL PANEL ROOF DECK 0ERLAYMENT 41NGLE5 METAL DRIP ON P.T. Ix2 ON 2x(o FASCIA, TYP. ALL LOCATIONS ROOF = WALL FLA5I IN 'Fl. SCALE: 3"=I' -O" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY WALL STRUCTURE SIDING WALL MEMBRANE CONT. 5"6" METAL FLASHING ROOF SHINGLES ROOF UNDERLAYMENT STRUCTURAL PANEL ROOF DECK ROO STRUCTURE v ROOF Q WALL I=L,454 N , T�'rF. SCALE: 3"=I'-0" INSTALL CONT. AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS m �REVISIONS)i � � O � E� h Qi W 0 m 04 aAx C40) N U m x "z o =bily- 0, U w � o cn C 04 � � O � h Qi U m W a C40) N m x =bily- 0, U w W o cn C 04 ¢w 0 W H d DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. SHERRY A-8 19f0l0� F A FI V I I G 5C H E D U L E REPRODUCED FROM FBC TABLE 2304,13.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) LOCATION FASTENING LOCATION d �i r � JOIST TO SILL OR GIRDER 3-Sd TOENAIL BRIDGING TO JOIST 2-8d TOENAIL EACH END SOLE PLATE TO J015T OR BLOCKING 16d a 16" O.C. TYPICAL FACE NAIL TOP PLATE TO STUD 2-16d COMMON END NAIL STUD TO SOLE PLATE 4-8d COMMON 2-Ibd COMMON TOENAIL END NAIL DOUBLE STUDS 16d 9 24" O.G. FACE NAIL DOUBLE TOP PLATE 16ds16" O.G. TYPICAL FACE NAIL DOUBLE TOP PLATE 8-16d COMMON LAP SPLICE BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL RIM J015T TO TOP PLATE ad to 6" O.C. TOENAIL TOP PLATE, LAPS AND INTERSECTIONS 2-Ibd COMMON FACE NAIL CONTINUOUS HEADER, TWO PIECES 16d COMMON lb" O.G. ALONG EDGE CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL CEILING JOISTS OVER PARTITIONS 3-I6d COMMON MIN, TABLE 2308.10.4.1 FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL RAFTERS TO PLATE 3-8d COMMON TOENAIL BUILT-UP CORNER 6TUD5 Ibd COMMON 24" O.C. BUILT-UP GIRDERS AND BEAMS 206 COMMON a 32" O.C. FACE NAIL ® TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIP 3-10d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-1(6d COMMON TOENAIL JOIST TO J015T BAND 3-Ibd COMMON FACE NAIL LEDGER STRIP 3-16d COMMON FACE NAIL WOOD STRUCTURAL PANELS SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING (NAILS SPACED v 6" O.C. AT EDGES 11/2" OR LE55 12" O.C. m INTERMEDIATE SUPPORTS 55/32" TO 19/32" EXCEPT 6" 9 SUPPORTS WHERE SPANS ARE 48" OR MORE) 19/32" TO 3/4" SINGLE FLOOR 3/4" 6d 86 Sd 6d (o" O.C. EDGES AND INTERMEDIATE 4" O.G. AT COMPONENT AND CLADDING EDGE STRIP "3, SEE FIGURE 1609.2(c) DOUBLE TOP PLATE SLAB 7 T"rl, OFENING 5TF,,AFFING. S-1SCALE: 1/2"=1'-0" SEE 1/5-3 FOR TYPICAL HOLDDOWN 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED CONC. FOOTING w/ 1-05 BARS CONT. wl MIN. 30" LAP THI <EN ID 5LA5 EDGE (GA�RAG;E� SCALE: 3/4" = P -O" STUD TO DOUBLE TOP PLATE AND HEADER, MIN. 1-51MFSON SDWCI5600, SEE 1/6-2 AND PLAN FOR ADDITIONAL REQUIREMENTS ---I- SIMPSON MSTA21 w/14 -10d, TYP. 3ks"m SIMPSON TITEN HD SCREW w/ MIN. —23/4" EMBED, ON SIMPSON 5P1i2 BEARING PLATE, TYP. 9 32" O.C. �— STUDS TO SINGLE SILL PLATE MIN. I-SIMPSON SOX15450 4%" SCREW FROr" STUD TO SILL, TYPICAL, SEE 1/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS. 5 TIE a 32" O.C, TYP. THTC EN ID INTE�RfO 5 SEARING IDOF 51=,4E5 J-� SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. all X w p " 5 BAR CONT. THICXENEID INT 10 NON=5EA FRING ID0F 5LAE3 SCALE: 3/4" = I' -O" 4" THICK 3000 PSI FIBER REINFORCED M CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 4 �n 3000 PSI REINFORCED i CONC. w/ 2-05 BARS CONT. w/ MIN. 30" LAP 3-05 BAR5 CONT. w/ r 5 TIE 9 32" O.C., TYP. SCALE: 3/4"= I' -O" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96go MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 2 THON"EN D 5LA 1-1 j SCALE: 3/4"-I'-0" 4" THICK 3000 PSI FIBER REINFORCED — CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, P-4" INTEIO GRADE 3-"5 BARS CONT. w/ " 5 TIE Q 32" O.G., TYP. T�'FICAL THIO EN ID 5LA5 SCALE: 3/4" = I' -O" c0 ISS FLOCFLAN K:,) SCALE: 114"=I' -O" ABU66 ON '12110 -D ROD EMBEDDED 7" SLAB w/12 -16d TO 3U66 ON 1/2"o ROD EMBEDDED 7" AB w/12-I6d TO REVISIONS 6-26-19 d �i r � W v� HEADER, SEE PLAN JACK STUD, SEE PLAN KING STUD, SEE PLAN TYP. STUD OPENING m 2x SILL PLATE [.� SLAB 7 T"rl, OFENING 5TF,,AFFING. S-1SCALE: 1/2"=1'-0" SEE 1/5-3 FOR TYPICAL HOLDDOWN 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED CONC. FOOTING w/ 1-05 BARS CONT. wl MIN. 30" LAP THI <EN ID 5LA5 EDGE (GA�RAG;E� SCALE: 3/4" = P -O" STUD TO DOUBLE TOP PLATE AND HEADER, MIN. 1-51MFSON SDWCI5600, SEE 1/6-2 AND PLAN FOR ADDITIONAL REQUIREMENTS ---I- SIMPSON MSTA21 w/14 -10d, TYP. 3ks"m SIMPSON TITEN HD SCREW w/ MIN. —23/4" EMBED, ON SIMPSON 5P1i2 BEARING PLATE, TYP. 9 32" O.C. �— STUDS TO SINGLE SILL PLATE MIN. I-SIMPSON SOX15450 4%" SCREW FROr" STUD TO SILL, TYPICAL, SEE 1/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS. 5 TIE a 32" O.C, TYP. THTC EN ID INTE�RfO 5 SEARING IDOF 51=,4E5 J-� SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. all X w p " 5 BAR CONT. THICXENEID INT 10 NON=5EA FRING ID0F 5LAE3 SCALE: 3/4" = I' -O" 4" THICK 3000 PSI FIBER REINFORCED M CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 4 �n 3000 PSI REINFORCED i CONC. w/ 2-05 BARS CONT. w/ MIN. 30" LAP 3-05 BAR5 CONT. w/ r 5 TIE 9 32" O.C., TYP. SCALE: 3/4"= I' -O" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96go MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 2 THON"EN D 5LA 1-1 j SCALE: 3/4"-I'-0" 4" THICK 3000 PSI FIBER REINFORCED — CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, P-4" INTEIO GRADE 3-"5 BARS CONT. w/ " 5 TIE Q 32" O.G., TYP. T�'FICAL THIO EN ID 5LA5 SCALE: 3/4" = I' -O" c0 ISS FLOCFLAN K:,) SCALE: 114"=I' -O" ABU66 ON '12110 -D ROD EMBEDDED 7" SLAB w/12 -16d TO 3U66 ON 1/2"o ROD EMBEDDED 7" AB w/12-I6d TO REVISIONS 6-26-19 DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. SHERRY S-1 99 0-1 d �i r � W v� m N v V) m [.� U N W P4 o � via poi W W F., DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. SHERRY S-1 99 0-1 F A FN I I V 5G H E IDU L E REPRODUCED FROM FBG TABLE 2304.9.1, SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) LOCATION FASTENING LOCATION JOIST TO SILL OR GIRDER 3-Sd TOENAIL BRIDGING TO JOIST 2-8d TOENAIL EACH END SOLE PLATE TO J015T OR BLOCKING I6d 9 16" O.G. TYPICAL FACE NAIL TOP PLATE TO STUD 2-16d COMMON END NAIL STUD TO SOLE PLATE 4-Sd COMMON 2-16d COMMON TOENAIL END NAIL DOUBLE 5TUD5 Ibd to 24" O.G. FACE NAIL DOUBLE TOP PLATE I(6dls16" O.C. TYPICAL FACE NAIL DOUBLE TOP PLATE 8-I66 COMMON LAP SPLICE BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL RIM J015T TO TOP PLATE ad 11 6" O.C. TOENAIL TOP PLATE, LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL CONTINUOUS HEADER, TWO PIECES I6d COMMON ib" O.C. ALONG EDGE CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL CEILING JOISTS OVER PARTITIONS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL RAFTERS TO PLATE 3-8d COMMON TOENAIL BUILT-UP CORNER 5TUD5 I6d COMMON 24" O.C. BUILT-UP GIRDERS AND BEAMS 20d COMMON tv 32" O.G. FACE NAIL a TOP AND BOTTOM STAGGERED ON oFF051TE SIDES COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIP 3-10d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-I6d COMMON TOENAIL JOIST TO JOIST BAND 3-16d COMMON FACE NAIL LEDGER STRIP 3-16d COMMON FACE NAIL WOOD STRUCTURAL PANELS 5UBFLOOR, ROOF AND WALL SHEATHING TO FRAMING (NAILS SPACED 6 6" O.C. AT EDGES /2" OR LE55 12" O.G. s INTERMEDIATE SUPPORTS 55/32" TO 19/32" EXCEPT (o" 6 SUPPORTS WHERE SPANS ARE 48" OR MORE) 19/32" TO 3/4" SINGLE FLOOR 3/4" bd 8d 8d 6d b" O.C. EDGES AND INTERMEDIATE 4" O.C. AT COMPONENT AND CLADDING EDGE STRIP 03, SEE FIGURE 1609.2(c) DOUBLE TOP PLATE SLAB i TSF. OFENING 5TRAFFINC3 S -I SCALE: 1/2"=1'-0" SEE 1/5-3 FOR TYPICAL HOLDDOWN 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 9(oq MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. I' O 3000 P51 REINFORCED CONC. FOOTING w/ 1-05 BARS CONT, w/ MIN. 30" LAP THICKEN I) 5LAE3 EDGE (GARAGE SCALE: 3/4" = I'-0" STUD TO DOUBLE TOP PLATE AND HEADER, MIN, I-SIMPSON 5OWC15600, SEE 1/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS 1- 51MP50N MSTA21 w/14 -10d, TYP. 3/6"0 SIMPSON TITEN HD SCREW w/ MIN. /�-- 23/4" EMBED, ON SIMP50N 5P°1/2 BEARING PLATE, TYP. 9 32" O.C. �---- STUDS TO SINGLE SILL PLATE MIN. 1-51MPSON 5DX15450 41/2" SCREW FROM STUD TO SILL, TYPICAL, SEE I/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS. 5 TIE A 32" O.C., TYP, THiC EN ID INTERIOR SEARING DROF 5LA5 S-' SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 8" x p " 5 BAR CONT, THIGI EN LD INTERIOR NON-BEARING D OF 5LAE3 SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED —� CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, rr GRADE ` �5 3000 PSI REINFORCED c -------, CONC. w/ 2-"5 BARS CONT. w/ MIN. 30" LAP 3-"5 BARS CONT. w/ 5 TIE s 32" Q.C., TYP. Tk4IC< NE[D 5LAE3 = GARAGE SCALE 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON % MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 2 HIG<N [D 5�� INTERIOR J-1 SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED — CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 9(o% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, T"�FICAL SCALE: 3/4" = I' -0" GRADE I'-4"\ --3-#5 BARS CONT, w/ " -4 5 TIE 0 32" O.C., TYP. THICXEN D SLAB IRF FLOOR PLAN SCALE: l/4"=1'-0" ABU66 ON /2" O _D ROD EMBEDDED T SLAB w/12 -16d TO 3U6(o ON 1/2" � ROD EMBEDDED T ,AB w/12 -16d TO IONS o � t M HEADER, SEE PLAN cn JACK STUD, SEE PLAN KING STUD, SEE PLAN TYP. STUD OPENING N 1 LL iI A ­SILL ATE SLAB i TSF. OFENING 5TRAFFINC3 S -I SCALE: 1/2"=1'-0" SEE 1/5-3 FOR TYPICAL HOLDDOWN 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 9(oq MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. I' O 3000 P51 REINFORCED CONC. FOOTING w/ 1-05 BARS CONT, w/ MIN. 30" LAP THICKEN I) 5LAE3 EDGE (GARAGE SCALE: 3/4" = I'-0" STUD TO DOUBLE TOP PLATE AND HEADER, MIN, I-SIMPSON 5OWC15600, SEE 1/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS 1- 51MP50N MSTA21 w/14 -10d, TYP. 3/6"0 SIMPSON TITEN HD SCREW w/ MIN. /�-- 23/4" EMBED, ON SIMP50N 5P°1/2 BEARING PLATE, TYP. 9 32" O.C. �---- STUDS TO SINGLE SILL PLATE MIN. 1-51MPSON 5DX15450 41/2" SCREW FROM STUD TO SILL, TYPICAL, SEE I/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS. 5 TIE A 32" O.C., TYP, THiC EN ID INTERIOR SEARING DROF 5LA5 S-' SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 8" x p " 5 BAR CONT, THIGI EN LD INTERIOR NON-BEARING D OF 5LAE3 SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED —� CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, rr GRADE ` �5 3000 PSI REINFORCED c -------, CONC. w/ 2-"5 BARS CONT. w/ MIN. 30" LAP 3-"5 BARS CONT. w/ 5 TIE s 32" Q.C., TYP. Tk4IC< NE[D 5LAE3 = GARAGE SCALE 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON % MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 2 HIG<N [D 5�� INTERIOR J-1 SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED — CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 9(o% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, T"�FICAL SCALE: 3/4" = I' -0" GRADE I'-4"\ --3-#5 BARS CONT, w/ " -4 5 TIE 0 32" O.C., TYP. THICXEN D SLAB IRF FLOOR PLAN SCALE: l/4"=1'-0" ABU66 ON /2" O _D ROD EMBEDDED T SLAB w/12 -16d TO 3U6(o ON 1/2" � ROD EMBEDDED T ,AB w/12 -16d TO IONS DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. SKERRY S-1 19001 o � U M W cn v N LL �U W o rA [�Wu �j U DATE OF ISSUE 6-20-19 DRAWN BY: HGP SHEET NO. SKERRY S-1 19001 STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2017 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor -15 psf unless otherwise noted Dead Load, Roof - MAX. 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 11b/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM B695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. 51 P. 2x4 OUTRIGGER5 s 24" O.C. ON TOP CHORC SABLE TRUSS. - SIMP50N H2.5A w/ 5- c 11/2" TO OUTRIGGER 4 5-I0d x Ilii" TO EA. GAE rRUSS. - 5IMP50N H2.5A w/ -10d x 1112" TO LATERAI 3RACE 4 5-I06 x 112" TC :A. GABLE TRUSS. -5IMP50N M5TA9 w/ -10d m 48" O.C. GiABLE ENE) 5 AC(N [DETAIL 5IMP50N 5DWC15600, I SCREW - 510* 2 SCREWS - 980' 3 SCREWS - 1,410" SFF 2x STUD SIMP60N SDX15450, I SCREW - 310" 2 SCREWS - 595" 3 SCREWS - 895" ,51)WC 5C EW5 SCALE: 1":V-0" BEARING ABOVE, FLOOR OR ROOF 4- SIMPSON M5TA24 w/ I5 -10d - NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAM55 OPENING, GARAGE, DOOR WINDOW, SEE PLAN 3 - 2x6 JACK STUDS SIMPSON LSTHD8 w/ 24-16d SINKERS, TYP. EA. GARAGE DOOR JAMB ALTERNATE NOLDDOWN: 5IMP50N HTT5 ON %4*` TITEN SCREW w/ 26 10d x 11/2" ,5k4E,4FAE SCALE: 1/2" = I' -0" SHEAR WALLS SHOWN AS: AT ALL SHEAR WALLS, WALL TO BE SHEATHED WITH 1/2" NOM. SHEATHING NAILED w/ ed NAILS mV 4" O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.G. AT ALL PANEL EDGES. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL BE NAILED AS SHEAR WALLS, AT INTERIOR LOCATIONS TO BE FINISHED w/ GWB, SHEAR WALL SHEATHING TO 5E UNDER GWB. Q SHEAR WALL HOLD DOWN SYSTEM: I-51MPSON HDU4-5D52.5 ON %"0 THREADED ROD SET 1" INTO SLAB w/ 5IMP50N "SET" EPDXY, OR CAST IN PLACE, AND 10-5DS 144"x2ll/2" TO MIN, 2-2x4 POST, TYP. EACH END. INSTALL SIMPSON CNW TRANSITION COUPLER NUT AND 1/2110 THREADED ROD TO TOP PLATE ABOVE. RODS SHALL TERMINATE A50VE TOP PLATE AT 3"x3"x1/8" WASHER AND NUT TIGHTENED TO APPROX 25 L5/FT OF TORQUE. ALLOW MIN, OF 3 THREADS ABOVE WASHER. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL. NUMBER OF MEMBERS SIZE OF MEMBERS NUMBER OF JACK STUDS 10 EA, END NUMBER OF KING STUDS m EA. END 2 -2x8/I//I HEADER LEGEND SCALE: 1/4"=I' -O" IGH CCF FFA I I Ne FLAN KING STUDS: THE HUMMER OF KING STUDS SHALL EQUAL THE NUMBER OF STUDS SCALE: 'ie"=1'-0" DISPLACED 5Y THE OPENING w/ 1/2 AT EACH SIDE OF JACK STUDS STUDS HOLD TRU55 FOR SPLICE, TYP, Q15ECCND FLOOR / LOUJ ROOD FRAMINn PI AN � SCALE (REVISIONS 6-26-19 :K 3/ 2/A-6, (.j i � I O d l'H I m U m U 51 P. 2x4 OUTRIGGER5 s 24" O.C. ON TOP CHORC SABLE TRUSS. - SIMP50N H2.5A w/ 5- c 11/2" TO OUTRIGGER 4 5-I0d x Ilii" TO EA. GAE rRUSS. - 5IMP50N H2.5A w/ -10d x 1112" TO LATERAI 3RACE 4 5-I06 x 112" TC :A. GABLE TRUSS. -5IMP50N M5TA9 w/ -10d m 48" O.C. GiABLE ENE) 5 AC(N [DETAIL 5IMP50N 5DWC15600, I SCREW - 510* 2 SCREWS - 980' 3 SCREWS - 1,410" SFF 2x STUD SIMP60N SDX15450, I SCREW - 310" 2 SCREWS - 595" 3 SCREWS - 895" ,51)WC 5C EW5 SCALE: 1":V-0" BEARING ABOVE, FLOOR OR ROOF 4- SIMPSON M5TA24 w/ I5 -10d - NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAM55 OPENING, GARAGE, DOOR WINDOW, SEE PLAN 3 - 2x6 JACK STUDS SIMPSON LSTHD8 w/ 24-16d SINKERS, TYP. EA. GARAGE DOOR JAMB ALTERNATE NOLDDOWN: 5IMP50N HTT5 ON %4*` TITEN SCREW w/ 26 10d x 11/2" ,5k4E,4FAE SCALE: 1/2" = I' -0" SHEAR WALLS SHOWN AS: AT ALL SHEAR WALLS, WALL TO BE SHEATHED WITH 1/2" NOM. SHEATHING NAILED w/ ed NAILS mV 4" O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.G. AT ALL PANEL EDGES. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL BE NAILED AS SHEAR WALLS, AT INTERIOR LOCATIONS TO BE FINISHED w/ GWB, SHEAR WALL SHEATHING TO 5E UNDER GWB. Q SHEAR WALL HOLD DOWN SYSTEM: I-51MPSON HDU4-5D52.5 ON %"0 THREADED ROD SET 1" INTO SLAB w/ 5IMP50N "SET" EPDXY, OR CAST IN PLACE, AND 10-5DS 144"x2ll/2" TO MIN, 2-2x4 POST, TYP. EACH END. INSTALL SIMPSON CNW TRANSITION COUPLER NUT AND 1/2110 THREADED ROD TO TOP PLATE ABOVE. RODS SHALL TERMINATE A50VE TOP PLATE AT 3"x3"x1/8" WASHER AND NUT TIGHTENED TO APPROX 25 L5/FT OF TORQUE. ALLOW MIN, OF 3 THREADS ABOVE WASHER. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL. NUMBER OF MEMBERS SIZE OF MEMBERS NUMBER OF JACK STUDS 10 EA, END NUMBER OF KING STUDS m EA. END 2 -2x8/I//I HEADER LEGEND SCALE: 1/4"=I' -O" IGH CCF FFA I I Ne FLAN KING STUDS: THE HUMMER OF KING STUDS SHALL EQUAL THE NUMBER OF STUDS SCALE: 'ie"=1'-0" DISPLACED 5Y THE OPENING w/ 1/2 AT EACH SIDE OF JACK STUDS STUDS HOLD TRU55 FOR SPLICE, TYP, Q15ECCND FLOOR / LOUJ ROOD FRAMINn PI AN � SCALE (REVISIONS 6-26-19 :K 3/ 2/A-6, DATE OF ISSUE 6-26-19 DRAWN BY: HGP SHEET NO. SKERRY r� S_2 19001 (.j O d l'H U m U a x N W oV) Z W H w DATE OF ISSUE 6-26-19 DRAWN BY: HGP SHEET NO. SKERRY r� S_2 19001 STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2017 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor -15 psf unless otherwise noted Dead Load, Roof - MAX. 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete, 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beam, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beam, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at I lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious -'material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a vin. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement, ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM 8695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. HIGH ROOF FRAII ING FLAN SCALE: !4s'1=1'-0'1 GAE3LE ENID 5RACING DETA = SIMP50N 5DWC15600, I SCREW - 510" 2 SCREWS - 980" 3 SCREWS - 1,410" SPF 2x STUD 51MP60N 5DWC15450, I SCREW - 310" 2 SCREWS - 595" 3 SCREWS - 895" SCALE: BEARING ABOVE, FLOOR OR ROOF FRAMING HEADER, SEE FRAMING PLAN 4- SIMPSON M5TA24 w/ I5 -10d NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAMBS OPENING, GARAGE, DOOR, WINDOW, SEE PLAN 3 - 2x6 JACK STUDS SIMP50N LSTHD8 w/ 24-16d SINKERS, TYP. EA, GARAGE DOOR JAMB ALTERNATE HOLDDOWN: SIMPSON HTT5 ON 5/a"Ox(, TITEN SCREW w/ 26 10d x 111/2" SHEAR F,4E SCALE: 1/2"=V-011 tMEAR WALLS 5HOWN AS: AT ALL SHEAR WALLS, WALL TO BE SHEATHED WITH 1�2" NOM. SHEATHING NAILED w/ Sd NAILS ev 411 O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.C. AT ALL PANEL EDGES. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL BE NAILED AS SHEAR WALLS. AT INTERIOR LOCATIONS TO BE FINISHED w/ GWB, SHEAR WALL SHEATHING TO BE UNDER GWB. Q SHEAR WALL HOLD DOWN 5Y5TEM: I-SIMP50N HDU4-5D52.5 ON %`0 THREADED ROD SET 1" INTO SLAB w/ SIMPSON "5ET" EPDXY, OR CAST IN PLACE, AND 10 -SDS 144"41/2" TO MIN, 2-2x4 POST, TYP. EACH END. INSTALL SIMPSON CNW %"-1/2" TRANSITION COUPLER NUT AND 11/2`0 THREADED ROD TO TOP PLATE ABOVE. RODS SHALL TERMINATE ABOVE TOP PLATE AT 311x311x1f8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND IS01 ATInN nr MPTel A AT SII I NUMBER OF MEMBERS SIZE OF MEMBERS NUMBER OF JACK STUDS is EA. END NUMBER OF KING STUDS a EA. END W1=Lnr=P I Pr-rPKI» .A_14LC: 1/4- =1 -i(J.. KING 5TUD5: THE NUMBER OF KING STUDS SHALL EQUAL THE NUMBER OF STUDS DISPLACED BY THE OPENING w/ 11/2 AT EACH SIDE OF JACK STUDS .2x4 OUTRIGGERS g C.C. ON TOP CHORD LE TRUSS. IMP50N H2.5A w/ 5-I, " TO OUTRIGGER 4 d x Ilii" TO EA. GABI iS. IMP50N 142.5A w/ d x II%'I TO LATERAL CE 45-10dx11i2"TC SABLE TRUSS. MPSON MSTA9 w/ d a 48" O.C, STUDS HOLD TRU55. FOR SPLICE, I TYP. _ � � ice= � -�� _• = , SCALE: 1ie11, L _0,1 ION CK 34" : 2/A-6, O a i I W � ' a C_41) N I ' t aa w x ,I a U � N w o� O U W U I m � X HIGH ROOF FRAII ING FLAN SCALE: !4s'1=1'-0'1 GAE3LE ENID 5RACING DETA = SIMP50N 5DWC15600, I SCREW - 510" 2 SCREWS - 980" 3 SCREWS - 1,410" SPF 2x STUD 51MP60N 5DWC15450, I SCREW - 310" 2 SCREWS - 595" 3 SCREWS - 895" SCALE: BEARING ABOVE, FLOOR OR ROOF FRAMING HEADER, SEE FRAMING PLAN 4- SIMPSON M5TA24 w/ I5 -10d NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAMBS OPENING, GARAGE, DOOR, WINDOW, SEE PLAN 3 - 2x6 JACK STUDS SIMP50N LSTHD8 w/ 24-16d SINKERS, TYP. EA, GARAGE DOOR JAMB ALTERNATE HOLDDOWN: SIMPSON HTT5 ON 5/a"Ox(, TITEN SCREW w/ 26 10d x 111/2" SHEAR F,4E SCALE: 1/2"=V-011 tMEAR WALLS 5HOWN AS: AT ALL SHEAR WALLS, WALL TO BE SHEATHED WITH 1�2" NOM. SHEATHING NAILED w/ Sd NAILS ev 411 O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.C. AT ALL PANEL EDGES. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL BE NAILED AS SHEAR WALLS. AT INTERIOR LOCATIONS TO BE FINISHED w/ GWB, SHEAR WALL SHEATHING TO BE UNDER GWB. Q SHEAR WALL HOLD DOWN 5Y5TEM: I-SIMP50N HDU4-5D52.5 ON %`0 THREADED ROD SET 1" INTO SLAB w/ SIMPSON "5ET" EPDXY, OR CAST IN PLACE, AND 10 -SDS 144"41/2" TO MIN, 2-2x4 POST, TYP. EACH END. INSTALL SIMPSON CNW %"-1/2" TRANSITION COUPLER NUT AND 11/2`0 THREADED ROD TO TOP PLATE ABOVE. RODS SHALL TERMINATE ABOVE TOP PLATE AT 311x311x1f8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND IS01 ATInN nr MPTel A AT SII I NUMBER OF MEMBERS SIZE OF MEMBERS NUMBER OF JACK STUDS is EA. END NUMBER OF KING STUDS a EA. END W1=Lnr=P I Pr-rPKI» .A_14LC: 1/4- =1 -i(J.. KING 5TUD5: THE NUMBER OF KING STUDS SHALL EQUAL THE NUMBER OF STUDS DISPLACED BY THE OPENING w/ 11/2 AT EACH SIDE OF JACK STUDS .2x4 OUTRIGGERS g C.C. ON TOP CHORD LE TRUSS. IMP50N H2.5A w/ 5-I, " TO OUTRIGGER 4 d x Ilii" TO EA. GABI iS. IMP50N 142.5A w/ d x II%'I TO LATERAL CE 45-10dx11i2"TC SABLE TRUSS. MPSON MSTA9 w/ d a 48" O.C, STUDS HOLD TRU55. FOR SPLICE, I TYP. _ � � ice= � -�� _• = , SCALE: 1ie11, L _0,1 ION CK 34" : 2/A-6, DATE OF ISSUE 6-26-19 DRAWN BY: HGP SHEET NO. SPERRY S-2 19001 O a W � M a C_41) N aa w x a U � N w o� O U W U DATE OF ISSUE 6-26-19 DRAWN BY: HGP SHEET NO. SPERRY S-2 19001 i I I I I i I I I I I I i I I I I i I I I I I I I I I I I I I I I I I I I I I I I i I I. I I ,I I I I I i I I i I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --------------------------------------------------------- i 5 --------------- ------------ ---------- SECOND FLCCR ELECTRICAL_ PLAN SCALE: 1/4" =I'-0" STO. A/C PAD A/C PAD ---------------------------------------------- ----- ------------------ I I I I I I I I I I I I I I I I I i IIR5T FLCCfR ELECTfRICAL FLAN SCALE: ELECT f CAL LEGEND SWITCH, SINGLE POLE 3 e SWITCH, THREE-WAY 4 $ SWITCH, FOUR-WAY $R SWITCH, RHEOSTAT C� IIOV DUPLEX OUTLET IIOV DUPLEX OUTLET w/ MOUNTING HEIGHT (�WP IIOV DUPLEX OUTLET, WATERPROOF F IIOV DUPLEX OUTLET, FLOOR MOUNTED G 110V DUPLEX OUTLET, CEILING MOUNTED + IIOV DUPLEX OUTLET, HALF SWITCHED ( `N' IIOV DUPLEX OUTLET ON DEDICATED CIRCUIT 0 220V OUTLET T IIOV DUPLEX OUTLET, ARC FAULT IIOV DUPLEX OUTLET, ARC FAULT, HALF SWITCHED IM IIOV DUPLEX OUTLET, GFI EXHAUST FAN EXHAUST FAN w/ LIGHT O JUNCTION BOX ® CEILING SPEAKER, BY SYSTEMS CONTRACTOR © DOOR CHIME BUTTON © DOOR CHIME 5❑ SMOKE / CARBON MONOXIDE DETECTOR PTV COMBINATION PHONE TV OUTLET In, PHONE Zv TV, CABLE 0 LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB 10 LIGHT FIXTURE, CEILING MOUNTED g7 LIGHT FIXTURE, WALL MOUNTED � F LIGHT FIXTURE, WALL MOUNTED FLUORESCENT f LIGHT FIXTURE, UNDER CABINET MOUNTED LIGHT FIXTURE, 2-48" BULB FLUORESCENT fB LIGHT FIXTURE, RECESSED STEP -[--=PANELBOARD, 12" TO TOP DISCONNECT, 12" TO TOP CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT \ 84" CEILING FAN ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM AS REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE, WITH 2011 NATIONAL ELECTRIC CODE, PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 100% OF FIXTURES SHALL BE BULGED WITH HIGH -EFFICACY BULBS AS DEFINED BY FBG -ENERGY R404 r� 1 IONS � �H O d W V] U m N a" m x U a o H u DATE OF ISSUE 6-26-19 DRAWN BY: HGP SHEET NO. SHERRY E-1 19001