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23 CORAL ST - DRAWINGS REVISIONS CiRIFFIT11 RESIDENCE 23 CORA STR T r 5*rM5OL5 A rLANTIC 113EACH FLORfDA NORTH INDICATES DIRECTION OF NORTH r 7_7 7-_7r 7- - - - - -- - - - - - - - - - - - - DRAWING NUMBER X" SECTION SHEET NUMBER WHERE SECTION 15 DRAWN I I `�` �f\ti I I ; � DRAWING NUMBER DETAIL (2, SWEET NUMBER WHERE DETAIL 15 DRAWN L A ELEVATION LETTER ELEVATIONS DA-5 15w"'� SHEET NUMBER WHERE II ELEVATION 15 DRAWN 20-0"REAR YARD SET5LACK,_ DOOR DOOR NOMENCLATURE i r7 I I �I I I O 3648 = 3'-(o" x 4'-811 ' 'llc) WINDOWINDOW W NOMENCLATURE LA" 3648 z 3'-(o" x 4'-811 mI I I I I ' W ^ L III ;L 1 1 1 I W I A Iii A55fREVIATION5I I Ir\��m I I 1 i �fl � A.C.T. ACOUSTICAL CEILING TILE E.W.P. ELECTRIC WATER HEATER MIN. MINIMUM pisms JD ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT AIC AIR CONDITIONING UNIT EXW. EXHAUST N.T.S. NOT TO SCALE SILT PENCE w/FILTER CLOTH ALT. ALTERNATE ExT, EXTERIOR O.C. ON CENTER (MIRAFI,POLYFILTER OR APPROVED ALUM. ALUMINUM F.G. FIBERGLASS OFwj. OPENING EQUAL)ON WOOD STAKES a MAX.61-011 O.C. AWN. AWNING WINDOW FIN. FINISH PT FAINT BILK BLOCK FIN.CLG. FINISHED CEILING F.V.C. POLYVINYL CHLORIDE GRADE 0 50T. BOTTOM FIN.FLR, FINISHED FLOOR F.T. PRESSURE TREATED ILE 4 CU. �F. u F.D. FLOOR DRAIN O.T. QUARRY TILE v Es 4 CU.F BLDG. 161 rDr-. BUILDING 14 en B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED \v I -BACKFILL FENCE AFTER PLACING FENCE WMAT ROOM CAB. CABINET GL.5K GLA55 BLOCK WINDOW READ. REQUIRED 1/ 0 GYPSUM WALL BOARD RISER N >\/ i /C CPT. CARPET Gm r-i ROOF-QFZAh u A ci, CA5TIRON 14DW. HARDWARE R.D. u SINGLE HUNG WINDOW 0 CL. CENTERLINE '9 WGT. WEIGHT S.H. SHT. C.T. CERAMIC TILE HORZ. HORIZONTAL SHEET RN I N 5:I I II C.W. COLD WATER W.5. W05E 5155 51M. SIMILAR CoNc, CONCRETE W.W. HOT WATER 6L. SLOPE ID, SPEC. SPECIFICATIONS 411 T-I TITLE 64 T, SITE PLAN, DATA C.M.U. CONCRETE MA50NRY UNfT INSIDE DIAMETERII CONTINUOUS IN5UL. INSULATION 5%, STEEL A-] FIRST FLOOR PLAN CONT. TI4K. THICK C.J. CONTROL JOINT JAN. JANITOR A-2 SECOND FLOOR PLAN AND ATTIC, PLAN CUBE FEET PER MINUTE JT. JOINT T* TONGUE AND GROOVE TYPICAL A-3 ELEVATION5, ROOF PLAN DOUBLE HUNG WINDOW LAM. LAMINATE (D) TVP. A-4 ELEVATIONS D15P. DISPENSER LAV. LAVATORY VERT. VERT4CAL SCALE- 3/4"zl'-O" PANOW DIN, DOWN M.O. MASONRY OPENING V.C.T. VINYL coMP051TION TILE tw A-5 BEC;TIO'jc- DW6. DRAWING MATIL. MATERIAL WALK-IN-CLOSET I.PLACE FENCE AT ENTIRE PERIMETER OF SITE. A-6 5ECTIO4 EA. EACH MAX. MAXIMUM u;rjwB WATER I YPSUM WALLBOARD A-1 SECTIONS ELEC. ELECTRIC MECW- MECHCAL Ww.M. WELDED WRE MESH 2.PENCE MAY BE REMOVED AT WORK AREAS DURING WORK E.W.C. ELECTRIC WATER COOLER MTL, METAL W.C. WATER CL05ET L I A-8 SECTIONS M.P. METAL PANEL UP, URINAL PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK A-9 SECT 10 N�6 PERIOD. r------------- ------------------------- A-10 SECTIONS 5-1 FOUNDATISN PLAN, DETAILS 14,WFIL . PRCFr-:[L CU; I 5-2 SECOND FLOOR FRAMING PLAN JI FT. /CUMMErz Sr- cuCU.F 5-3 ROOF FRAt'IiNG PLAN 141 _K7 Ln E-1 ELECTRICAL PLANS, LEGEND GARAW cff Ica &"T UJIND LOAD5 ► I I I 4 L E EST IP EDCiEST IF WIND DESIGN PER I=BC RESIDENTIAL 2010, TABLE 8301.2(2) I I I i I I q w �2 0- BASIC WIND SPEED- 130 MF94 I I I AIR CONDITIONED AREA'ik FIRST FLOOR 1,2W 5P. WINE) DESIGN METHOD: ASCE -10 --------- wn SECOND FLOOR Iwo 5F. OwIMPORTANCE FACTOR: UNCONDITIONED AREA z 339 SP, 20'-0"F"T YARD SE ACK I 13 1 GARAGE 3w 5F. cl EXPOSURE CATEGORY- D (541 ri - ----------------------------------------- L EXPOSURE CLAS51FICATION: ENCLOSED MEAN ROOF HEIGHT 34.15 FT. 48"PORCH EXTENSION I I I() I e ITOILV �I�ILDIN CD S�I� �� I ROOF ANGLE: (30-45 DEGREES) 33/oc301 DEGREES(5:12) z EDGE STRIP 4.0 FT, 0. O I I PN6,ERGROUND 0 0 COMPONENT AND CLADDING WIND LOADS DMVEWAYcn C4 - 1 PROPANE cn ZONE EFFECTIVE WIND AREA(SP) ADJUSTED WIND LOAD(PSF) I I TANK 1 10 413 -51ro8 FLORIDA RESIDENTIAL CODE 2014 45.121 _416 PERVIOUS u 1 20 N/ N/ PAVERS u 1 50 442 -4 ib STAKED TUR51DITY BARRIER SEE I/T-1 V) 1 100 42.8 _42.6 z 44 IL x x x_x_x_ L 2 10 41.3 -6 V-15 Q - T 2 20 �' 45.5 _416 OFFICE COPY Lu aq- 2 50 442 -54.4 AVERAGE 51TE ELEVATION V-12.14' -vwwww, Lu CORAL STREET FINISHED FLOOR ELEVATION +13.2' mp 2 100 42B -51.1 COW. U 3 10 41-3 4101$ SITE FLAN LJATEfR F-ETENTION: Crff Op AJUNM 13EACH 3 20 459 _516 4" DEEP SWALE5: "Epoj&MFMAVorWNAL 3 50 44.2 -54.4 Kloo� SCALE. EAST 51DE: 495 +360 CU,FT OWW"a"AWCONMIONS 3 100 42.8 _50 WEST SIDE: 11.0 CU.FT. DATE OF 4 10 51.1 -56.1 TOTAL z 156-5 CU.FT, k_OAM_ ISSUE 4 20 493 -5 .1 IEFVIOU5 5U FAC CAL�CULATION5: 140-16 4 50 462 -510.1DRAWN BY: (D 4 too 44.0 -453 AREA: PRE CONSTRUCTION: POST CONSTRUCTION, HGP I O ((D .......... ............ 5 10 51.1 _612 LOT 5,500 S.F. 5"0 S.F. 5 20 493 -6416 HOUSE 910 Sp. 2,182 Sr-. 462 -533 DRIVE WALK(5Mo PAVERS) 214 SR 241 Sr-. SHEET NO. 5 50 23 CORAL 100 44.0 -5.3.1 EQUIPMENT PADS I S.F. 9 SP, DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE �ALL FRAMING 15 THE RE5PON515ILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL TOTAL IMPERVIOUS SURFACE AREA 1,131 SP, DING DESIGN WIND PRESSURES 2,438 5F• MEET THE COMPONENT AND CLAD IMPERVIOUS 20.5 % 443% 140(o(o A 1301 S.F. REVISIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IS'-214" 8'-12U4" 21'-811 I II I 11 it I II 1 II I II i II 31-5 12 -0 31-cam 5-614 3-4 II-8 101-0 I I I _ I I I � I 50% A/C PERVIOUS I PAD I PAVERS I I IWALK ---------------------- 3030 ------------ -----3030 J.P. 3030 H. i 3030 D.4. A 5'-0" 51DE YARD 5ETBACK , 5HOWE � U H = -1 `— SHELF AB E — -------------------- --------------------- h+K UI - L `s' i I m = �A to w l Q ; J, t4 Ln I < p I T ME)P I I % w 1 GARAGEco i, DOWN I" 1I" P 1 I 50go c14 ( CARE AT ROOM ______ - ROP 3 DROP DROP1 PERVIOUS I i77 17XIM7 7 PAVERS I i DRIYEUJAY A-9 0 2'-611 I i I N I SHELF ABC VEi � � H 3660R.P. = i EL. :118' ® -- 31_gll 3'_ T-All 14'-b" 1'-011 ci r 2'-3" 5'-l" 5'-614" 10'--D4" 3'-b" 3'-6" I � FOYER P I � EL. =13.2' " DROP DOWN III I 4" DROP 1 I I I I 311 DROP LANAI - UFFEW ISLAND 3 DROP DOWN I" 31! DROP = — —————— OORCP it u _ \ r— -- — ------------------� o r t9 \ \ i i i REF. i 5AT �i 1 I D.W. i D.W. i �I L- -- - -------------�---- 2 N i DININ COORDINATE 44 e p t ICG /10 In � `''� I KITCHEN LAYOUT O ANI e e <TGPEN WITH FINAL KITCHEN (L R I Lu I U �� IPREFABRICATED DESIGsN O},1 ttl N WOOD BURN INCx 2 _ i m I OAC Q FIREPLACE ------------------- STUD FO GRAS, — -- ------ ------- HtC WA R AND WINE Q i'000,1 �' "' I - '% ; ELEC.F RFUTURE _ __ ______� i-------------- -- 1` SUMMER KIT, OOO I � U � �I U-1UJ� 2830 IX. i PR 0 iFF7 } io'-O� 51DE YARD 5ET5ACK 3016 FI . _ - ------- 1 301 F X. TANKLE55 a? TEMP. —— — --------- O uf J CCAS W.H. L----- -- --- ------ ---------- ------ ---� ------- r 4'-614" 4'-10° 11_}liil a I U iL civ I Cyti ^11- II 31_eKl 6'- II I L-------J I 1. 11 1 II "V J J P'l II UNDERGROUND 1 II IS 3 5 b-314 2 4J4 11 514 1 6 PROPANE TANK <(A-8 A-1 A-(o A-s V I z r " Wg44 GO o uW w H W U OFFICE COPY DATE OF ISSUE .` 1-5-I6 DRAWN BY: HGP T - SHEET NO. PIP,,-.5T F H FLAN(D - GRIFFITH SCALE: 1/4"=I'-011 _ A/C AREA _ 1,351 S.F. AREA UNDER ROOF = 2,113 5F. © 1558 I I REVISIONS ATTIC ACCESS I I I I I t I i L----J 3/4" PLYWOD DECK ATTIC ATTIC FLAN SCALE: I/4"=1'-0" AREA -- 250 5F. 0 69'-9" 1■�1 2'-4" � rt'-2v5" I'-10>4" 3'-II" �3'-II" 2'-5" V W _ ---------------------------_ ----i I ------ 2844 . . ------- OOF INE ROVE - L ------------J 30 D.H. i H 305b �.H. EG 65' 5 I LL, I I V co "1 D t -----------i = 404 FIX. 13'-611 O r 1 f'' = W Ln LANDING i LAUND. I � � nl n Lu w lu O a ATTIC I I in o W- , �`` IACCE5 I , --- - ———— ———— --------- - ----- I = fill I , - - — — — — — — — — — „ i I i --- --- ---- ----------V ----- I �, �- 0 66 TUB - /t4 PEAK CEILING PE 9 CEILING O � _-_-� BEDRoo o.3 I BE ooM No. I - � I I I - � � n I BATH I I I I I , A-9 I i I-4" 6 -(AK 5-1015 61-0 RAIL t BA 1 c u , " , n m I 0 SINGLE 2 --------- iROOF BE OLU U til 0 DN. 2630 D.H. PR 30'6 D.N.cn ZONE -------------------- 26 I I U n "- '� SYSTEM _ 0 0 � I � — - O - - - - ASG � o r I -' X I LINEN --------------- -, cq "v I I U�tL } "� I -------- - , tIC .n �W/ O et U I 0 t c: I .L/. I , N4" " II I'-2" I 7'-215" tL 2'-3" I 5'-9" ' 1"oI p I 1II �� METAL ROOF BELO�U X Q MASTS BAt� MASTER �3�DR QOM 'I) 11 LL U1;W ; �I r ' Z 61 �Q I -------------------- ---_— ,q cel = _ ^ O Q - - - - - �`�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U—I ` ' �H-+ — — — — PEAK CEILING a� i -- ---- ---- ------- --_� , 2 r- P� cn W � W M IN PEAK 0 CEI-IW-3 I EDRO M �6.2 I I x � � X GATHERING � W / I o I I �R -- -J w cr~ I t� c14 I I I I ail 0E:1 U d W I I I i , E--J, Y 2 30 A. 3{d H. 3050 H. T- E 5b D.N. ; U EGR.E EGRE5 - EGRESS p� PR 3050 D.H. I d ---- ----------- -- — ---- ---------- ------ ------------------ ------- ----- ------------------------------------------------------------------------------------ -------- ---------------------------- --- ---- ---------- R LINE ABOVE 4'-5" 2'-1" I'-9M b'-"115 10'-3" b'- �'." 3'-4K" b'-2-'4i' 2'-0" OFFIcE COpy DATE OF 12'-2)V 15'-8" 10'-815" 151-1011 11'-10" 1'-4" - ISSUE 1-5-16 z DRAWN BY: A-S A-1 A-b A-5<( , SHEET NO. GRIFFITH r'%� 5EGCNE) FLOOF, FLAN � -2 SCALE: 1/4"=I'-0" A/C AREA -- 2 41 E ,0 SF. 50E�8 35' �dEICsHt LIMITREVISIONS I I I I I I I 1 I I f I I I I I I I I I I I I i I i I I I I , "HIGH WIND" ASPHALT SHINGLES ON 30"FELT i "NICsµWIND" ASPHALT SHINGLES ON 30"FELT ON 1�2" NOM.STRUCTURAL 5HEATHING ON 1�2" NOM.STRUCTURAL SHEATHING i "HIGH WIND" ASPHALT SHINGLES ON 30"FELT DECKING NAILED w/8d RING SHANK NAILS 9 I DECKING NAILED w/8d RING SHANK NAILS ON �i2"NOM.STRUCTURAL SHEATHING I I 6" OG. AT PANEL EDGES ANp INTERMEDIATE i 6" O.G.AT PANEL EDGES AND INTERMEDIATE DECKING NAILED w/8d RING SHANK NAILS 6 i i AND 4" D.0 AT COMPONENT AND CLADDING I AND 4" O.0 AT COMPONENT AND CLADDING I i 6" O.C.AT PANEL EDGES AND INTERMEDIATE I I EDGE STRIP"3 i EDGE STRIP"3 AND 4" O.0 AT COMPONENT AND CLADDING I I I I I EDGE STRIP "3 I I I I I I I I I I I I I i I I I I I I I I I TRUSS BEARING - WINDOW HEAD I" EXF05UIRE GEMENT FIBER 51DING ON 1�2" NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2x6 STUDS a 16" O.C.w/ R-21 BATT INSULATION, LU '/2" GWB INTERIOR A SECOND FLOOR - FLOOR TRUSS BEARING - - - - - - - - - - - - - - - - WINDOW HEAD LL . Ix3 BATTENS 0 Ib O.C.ON 5116 W 0 C.F.PANELS ON '/2" NOM, ZIP Z ' SHEATHING ON 2xb WOOD STUDS A � W FIRST FLOOR GRADE ' U EAST ELEVATION SCALE: 1/4":1'-0" [J 35' HEIGHT LIMIT r Ix3 BATTENS 9 16" O.C.ON 5116" CF. PANELS ON 1/2" NOM. ZIP SHEATHING ON 2xb WOOD STUDS 6 16 O.C. +cWuII r U44 12" BR T5 o � LL u ° TRU555EARIWx - - - - - - - - - - - - - - - - - - UqSO, } `tt Ln I I WINDOW HEAD USC" I METAL ROOF 6" EXPOSURE CEMENT FIBER SIDING ON 1/2 — BELOW /2 BELOW NOM.ZIP-WALL STRUCTURAL SHEATHING I I 2x6 STUDS a 16" O.C.w/R-21 BATT INSULATION, C:WB INTERIOR I I 1 o I I ME rAL ING ON<iRACE I AND W `' I WA ER HIED c Sks 5TRUC RA SECOND FLOOR - - - _ x i = OO - - - - - - P 5T 2-4' a u 0 O.0 TY . -� TRUSS BEARING: _ _ - - - - - - - - H W c "HIGH WIND" ASPHALT SHINGLES ON 30"FELT � " I I ON 12 NOM.STRUCTURAL SHEATHING J DECKING NAILED w/8d RING SHANK NAILS 0 I METAL ROOF - - - — 6"OC.AT PANEL EDGES AND INTERMEDIATE B LOW WINDOW DEAD w METAL ROOF AND 4 O.0 AT COMPONENT AND CLADDING I BELOW EDGE STRIP"3 U GRICKEt Ix3 BATTENS 0 Ib O.C.ON , CHIMNEY � 5/16" CF. PANELS ON Icy" NOM. ZIP SHEATHING ON2xb WOOD 5TUD5 a I6" O.C. OFFICE COPY DATE OF ISSUE FIRST FLOOR _ DRAWN BY: ROOF FLAN - ' GRADE SCALE- SHEET NO. 50UN ELEVATION GRIFFITH SCALE: 1/4":I'-0" A-3 35' HEIGHT LIMIT REVISIONS I I I I I I "NIGH WIND" ASPHALT SHINGLES ON 30"FELT f I ON 'gyp" NOM.STRUCTURAL SI-IEATNING G I DECKING NAILED w/Sd RING SHANK NAILS 6 � 6" O.G. AT PANEL EDGES AND INTERMEDIATE I AND 4" O.0 At COMPONENT AND CLADDING EDGE STRIP "3 I I I I I I I I I I I i � I I I I v I 1" EXPOSURE CEMENT FIBER SIDING ON Ips" NOM.ZIP-WALL STRUCTURAL SNEATNING ON 2x6 STUDS 0 16"O.C.w/R-21 BATT INSULATION, GWB INTERIOR Q� W Ix3 BATTENS I6" O.C.ON 5116" Ix3 BATTENS 16" O.C.ONCF.PANELS ON 1/21, NOM.ZIP ��"�� 5/16"GF.PANELS ON 1/2"NOM. SNEATNING ON 2x6 WOOD STUDS ZZIP SNEATNING ON 2x6 a6 OCWOOD SCUDS a 16" W O.C. A � W ji U WE5T ELEVATION u SCALE: 35' HEIGHT LIMIT CN Ln N N M U`4a ��o 0 METAL ROCFING ON GRACE ICE AND O u- Cc WATER SHIELD ON %" STRUCTURAL o4C ISISISISS BEARING - - - - - - - - - - - - - - - - - - - - - - - - - - - - PANEL ON WOOD STRUCTURE s 24" O.G., TYP. Ln q _ t+-r�C4 UQ..n 7 EXPOSURE CEMENT F15ER SIDING ON 'iz" NOM.ZIP-WALL STRUCTURAL SNEATNING ON 2x6 5TUD5 a 16" O.C.w/R-21 BATT INSULATION, GWB INTERIOR O w � M N m U SECOND FOO < L o �¢ w cn w � � w U 1x3 BATTENS 9 16" O.C.ON e 5/16" CF.PANELS ON '/z" NOM. ZIP SNEATWING ON 2x6 WOOD STUDS 6 16" O.C. OFFICE COPY DATE OF ISSUE _ - DRAWN BY: F1R6t10G - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - v - PGR GRADE SHEET NO. NO ELEVATION GRIFFITN SCALE: I/4"=I'-0" A-4 K-9- REVISIONS 35' HEIGHT LIMIT "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON V2" \ / NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd RING SHANK NAILS 9 6"O.C.AT PANEL EDGES AND \ / INTERMEDIATE AND 4" OC AT COMPONENT AND CLADDING EDGE STRIP '3 \ / 12 / 12 TYP.2'-0" S X s A u it T ItNIGH WIND ASPHALT 5HINGLE5 ON 30Ik FEL ON �/2 / OPEN NOM.5TRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS e b O.C.AT PANEL EDGES AND BALLOON FRAME s GABLE / \ INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP 13 � BALLOON FRAME GABLE , 5���.�D ATTIC: z-0 I. SIMPSON HIDA w/18-10d012" At OUTSIDE AND Sia" PLYWOOD DECK W s` I- 51MP50N H2.5A w/10-8d AT INSIDE TRU*BEARING — METAL DRIP ON P.T. Ix2 ONv FIN.2xb FASCIA 2-b" S1MP5 SDWC it [�] it SOLID CEMENT FIBER SOFFIT SCREWS E .ROOF ii TW56 t A � it it it it it it it it it FIN.2x4 TRIM,CONT. II it it it IN5ULATION REOUIRE�IENT5: it i W o p4 iit t (TYPICAL ALL FLOORS,WALLS AND ROOFS) r � it xb FRAMED WALLS R-21 BATT INSULATION it iit i V ALL ROOFS, INCLUDING PORCHES R-30 SPRAY FOAM ;; - U it WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION TYPICAL INTERIOR NDN-BEARINGit it cn (AS ACOUSTICAL INSULATION)it PARTITIONS - ��2" GWB EACH SIDE _ Ln ALL CEILINGS 6 FIRST FLOOR R-13 BATT INSULATION 2x4 5TUD5 is ib" O.C. (AS ACOUSTICAL INSULATION) it 01 eit it ii it it it it it it it itN it BEDROOM Not 5ATN 5EDROOM No. I it iI it it it �--� it it l" EXPOSURE CEMENT FIBER 51DING ONit P HOU5EWRAP ON 1/2" NOM.ZIP 5TRUCTURAL it 3/4" TTG ADVANTEX PLYWOOD DECK SHEATHING ON 2xb STUDS a 1611 D.C.w/R-21 it it it BATT INSULATION, 1/2"CAMINTERIOR GLUED AND NAILED TO11 PREEWGINEERED FLOOR TRUSSES 9 it SECOND FLOOR Ib" O.C.,TYP. n Ln 'tr N - i v FLOOR TW56 BEARING ��� ED �i2°W5a GWB i. j to c� 1PE - ii OC 4 it it it ii m - 1/2 PLYWOOD ii DE it ,TYP. i O it it it �qq 11 WINDOW HEAD — — — — — — O o a } it OC v it it it it Ln 40 WOOD 5'EC{E5: I'-4" it `- J b SILL PLATES ON CONC.ORit ii it it it C] iLc�r4d5� MASONRY - BORATE TREATED SYP it it OTHER PLATES - 5YP it ix3 CF.BATTENS w ib" O.C.ONiI it HEADE - . it 5/Ib" CF.PANELS ON 1/2"NOM. STUDS - 5YP- SPRUCE PINE FIR i' ZIP SHEATHINGON 2x6 WOOD it M15C. - SPRUCE PINE FIR _ II STUDS Ib O.C. it ALL FASTENERS CONTACTING Z it 610. it ACO TREATED LUMBER SHALL BE it it it STAINLESS STEEL OR HOT DIPPED 04 � 04 it it cn u a i; GALVAN ZED. ;; _ N V1 it ite w M it it ii x it it11 V ONCE / GUE S t 01� R GARAGE H it Q ` it it it it it V4 oc it z it it o LILL� H w it w it it itit it a �; it Qit I ¢ w Ix4 CF.CONT. it itit N U it m it 4" THICK 3000 P51 FIBER REINFORCED iit t it CONCRETE SLAB ON 10 MIL PVC VAPOR EL. =13.14'FIN.FLR FIRST FLOOR E?ACTM FILL w/TERMITE TREATMPISIT., OF iCE OPY TYP. EL. =12.14' AVG.LOT ELEV. GRADE DATE ISSUEE 7.5-16 DRAWN BY: SHEET NO. Z , GRIFFITH s-� /00007� 5UILDING; 5EGTICN� -rJ' SCALE: 1/2"=1'-m" •� A-5 1558 REVISIONS 35' HEIGHT LIMIT "HIGH WIND" ASPHALT 5HINGLE5 ON 30*PELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAI ED w/8d \ / RING SHANK NAILS A b" O.C.AT PANEL EDGES AND \ / INTERMEDIATE AND 4" OC AT COMPONENT AND CLADDING EDGE STRIP "312 / \ / r- / SEALED ATTIC \ V PLYWOOD DECK W n 247" 5IMPSON SDWC E--i SCREWS EA.ROOF 2-6 51MPSON 5DWC TRU55 �. 5CREW5 EA.ROOF H W TRUSS Q u FINH GATHERING , UJ.I.G. 8ATH LAUND. I" XPOSUFE CEMENT FIBER SIDING ON SEWRAF 1 ON i/a" NOM.ZIP STRUCTURAL 5 ATHING 2xb 5TUD5 9 16" O.C.w/R-21 B TT INSUL TION, '/z"GWB INTERIOR 34s" ttG ADVANTEX PLYWOOD DECK AT CANTILEVERS, 1-b" SIMPSON AT CANTILEVERS, 1-6" _4" GLUED AND NAILED TO SIMPSON 5DWC 5DWC 5CREW5 � EA.FLOOR SCREWS EA.FLOOR PREENGINEERED FLOOR TRUSSES 9 TRU55 TO BAND 4 1-4" SDWG TRUSS TO BAND 41-4" 16" O.G.,TYP. Lz 64 SCREW 6 EA STUD TO SILL PLATE 5= SCREW s EA Ln STUD TO 5ILL PLATE 0 It It i Up m V,GWB Z 2-41/2"SIMPSON 5DWC " 2-4��z" SIMP50N SDWC ; j Q 4 i ;!d SCREWS tv EA. � Lu SCREWS EA. ii CANTILEVERED TRUSS o CANTILEVERED TRUSS m ii ui i ii i(Lz T� .i i; Ix3 BATTENS a 16" OZ;.ON 5/161- C.F. /161CF.PANELS ON "NOM.ZIP SHEATHING ON 2x(o WOOD STUDS fi O '-' GUEST / OFFICE WALL N M V Q �' W i 1 34'-10° ¢ w >> I FI , 4 CHICK 3000 P5 BE REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 9690 MODIFIED PROCTOR ;� V i COMPACTED FILL w/TERMITE TREATMENT, 4" THICK 3000 PSI FIBER REINFORCED tYP. CONCRETE SLAB ON 10 MIL PVC VAPOR — — — — BARRIER ON 9(% MODIFIED PROCTOR A TYP. OFFICE COPY DATE OF GRADE ISSUE DRAWN BY: rl",,ll+N5UlL1) lNG 5ECTION - SHEET NO. 1 2 _ _ GRIFFITH SCALE: 1/2"=1'-0" S_1 - 5 A-6 © 15055 REVISIONS 35' HEIGHT LIMIT "HIGH WIND" ASPHALT SHINGLES ON 30"FELT " NOM.STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS *6" O.G.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRI i 3 12 v � 5 C � LSD ATTIC: 0 w w w '/z"GWB E 2-6" SIMPSON SDWC ^ "� SCREWS EA.ROOF TRUSS A w p4 0 U \ w ary 2-6" SIMPSON SD = SCREWS EA.ROOF e TRUSS GATHERING 7" EXPOSURE CEMENT FIBER SIDING ON / USEWRAP ON 1/2" NOM.ZIP STRUCTURAL ' S EATHING ON 2xb STUDS Q 16" O.C.w/R-21 / BATT INSULATION, 1/2"GWB INTERIOR 3/4" TtG ADVANTEX PLYWOOD DECK At CANTILEVERS, I-6" SIMPSON GLUED AND NAILED TO / SDWC SCREWS EA.FLOOR PREENGINEI=RED FLOOR tt�tSSES / b�_g" lu TRUSS TO BAND t 1-4" SDWG 16" O.C.,TYP. _ SCREW is EA STUD TO SILL PLATEit 11 it it — it it ci 3\� _ 1_ � 0 "nom 2-41/2" SIMPSON SDWC r / " m SCREW.,'-, *EA. it / _ '` < it CANTILEVERED TRU ,S ;; it / ' a ! / 2x8 16" 0. it it ; a o -4 iit t it 1L- L-L i WINDOW HEAD iitCL i / q / OLit QC� it it / it m it Lill / II it it _j C4 iit cn it t (Lm qn it it it it Ix3 BATTENS A 16" O.C.ON 5/16" ii / it 11 it C.F. , .PANELS ON Vz" NOM.ZIP ' ' it / it SHEATHING ON 2x6 WOOD STUDSit / is 16"O.C. ii / it Z i // t �i■,i) O it 11 it it PANTRY PALL 1 ON it = M Qr _it / M it YCID it U / a x � Ix 321-1011it it / Z W 35'-10" / W 11-511 / ,� 41-6112 it J �\ W it " THICK 3000 PSI FIBER REINFORCED itit itW iiCONCRETE SLAB ON 10 MIL PVC VAPOR I'1 BARRIERit it ON W%MODIFIED PROCTORit it it COMPACTED FILL w/ TERMITE TREATMENT, U ;i - YP. _ _ OFFICE COPY _ GRADE DATE OF ISSUE 4 d - DRAWN BY: 5-I 5-I HGP 1 15ULDING 5 1 = _ SHEET NO. SCALE: 1/211=11-011 Com._1 GRIFFITH A-7 © 15058 REVISIONS 35' HEIGHT LIMIT "NIGH WIND"ASPHALT SHINGLES ON 300 "ELT ON 142" NOM.STRUCTURAL SHEATHING DECKING 14AILED w/8d RING SHANK NAILS *6" O.C.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONESIT AND CLADDING EDGE STRIP "3 12 12 TYP.2'-011 Q G� A "NIGH WIND" ASPHALT SHINGLES ON 30'FELT ON i%" NOM.STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS 6 6" O.C.AT PANEL EDGES AND INTERMEDIATE AND 4"O.0 AT COMPONENT AND BALLOON FRAME GABLE CLADDING EDGE STRIP 0'3 1BALLOON FRAME GABLE V"* 5EALED ATTIC I- SIMP50N 1410A w/18-10dx1i42" AT OUTSIDE AND I- SIMF60N H25A w/ 10-8d AT IN51DE �T� n TRUSS BEARING METAL DRIP ON P.T.1x2 ON it FIN.2x6 FASCIA 2-6" SIMPSON 5DWC 2-b SIMPSON SDWC Z r , ii SCREWS SCREWS 9 EA.ROOF V EA.ROOF it M56 TRUSS it it it it A ii it W it it i; it it it it it it w �4 it itiiit1:4o it it 7 EXF05URE CEMENT FIBER SIDING ONit it ;iit HOUSEWRAP ON 142"NOM.ZIP STRUCTURAL it 11 it it SHEATHING ON 2xb STUDS * 16"O.G.w/R-21it it u it it BATT INSULATION, i%" GWB INTERIOR itit it it H it it it N it it it it it cAit it it it N it itit t MA5TER 5FDROOM 5EDROOM leo. 3 i it ii ii it it it it it 34'-10° it it it it it Itit it 344" TtG ADVANTEX PLYWOOD DECK it it it it GLUED AND NAILED t0 it it PREENGINEERED FLOOR TRUSSES it SECOND FLOOR 16"O.G.,TYP. Ll it — UPTURNED DEADER 16" LVLit it it it .� it it N FLOOR TW55 BEARING — — — — — i,� GWBit a it U_� it N 1 it it cit it 11 U4p it itit it OC it ~ O u- H itt .�_1 cel ii it .Q ii ii O J } L tiit S 11 it ,i tt = it � Ix3 BATTENS 9 16" OL.ON 5/16" 1 ii it it CF.PANELS ON 142"NOM.ZIP ii it SHEATHING ON 2x6 WOOD STUDS i it a lb" OL. it -� eit it ii z i KITCHEN o tt COORDINATE KIT NEN LAYOUT WITH ii ii = FINAL KITCHEN DE51GN V ^ a ii Q N N z' t = GREAT ROOM iM x t � � v R� U t, iit i W W ii Lfl ii z it it _ O U A H it it it 4" THICK 3000 PSI FIBER REINFORCED it F it it CONCRETE SLAB ON 10 MIL PVC VAPOR W U ii BARRIER ON%%MODIFIED PROCTORit d W ii COMPACTED FILL w/TERMITE TREATMENT, itit TYP. U FIRST FLOOR GRADE OFFICE COPY i DATE OF ISSUE 7-5-16 DRAWN BY: -- HGP i'o S-I �i5UILDING 5 cJ_1 SHEET NO. -S SCALE: 1/2`;1'-0" GRIFFITH A-8 C� 1555 REVISIONS 1/2" 5TF;UCTURAL SHEATHING 12 FOLD LINE WEATHER BA IER,CONT. . S AHARDI PLANK SIDING w/ I{/a" LAP CUT LINE,TYP. DO NOT SEAL 11-011 -01 ALUMINUM FLAS 1NG BALLOON FRAME s GABLE WASTE o EDGE OF ROUGH OPENING it FOLD LINE It 5/4" x V/2" C.F.TRIM _ W DO NOT SEAL TRUSS BEARING — — — — — — — — — — — — — WEATHER RESISTANT CAULKINGit INSTALLATION 1-6" SIMF'SON SDWC '' r BARRIER SCREWS 9 EA.ROOF V 1-6" SIMPSON SDWG 'i i 5CREW5 Q EA.ROOF iit i W ALUMINUM FLASHING WINDOW i'; TRUSS 16'-0" TRUSS iiii it ;;it (T1 it it 'Iit ~ �■�"1 iiitit V1 llit it' it T4EAD ii ii it U it it it 11 5/4 x3l/2" HARD( TRIMit it it it u it it '1" SIDINGN EXPOSURE CEMENT FIBER O '' (Piiit WINDOW HOUSEWRAP ON 1/2" NOM,ZIP STRUCTURAL it ii ii SHEATHING ON 2x6 STUDS 9 Ib" O.G.w/R-21 i WINDOW BATT INSULATION, i/z"GWB INTERIOR ii ti .it it , it MASTER BEDROOM iit t i :i ilr it it CAULKING BITUMINOUS T PE itit ii 11 it it 5/"x611 HARDI TRIM I itita it it ii 5EALANr it 11 FINISHED ELEVATION itit Sia" TTG ADVANTEX PLYWOOD DECK it GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 6 it it ii Q+ $14" x 31/211 H RDI TRIM " Ib" D.C.,TYP. — SECOND FLOOR WINDOW INFALLATION i SEALANT � ® 1/2" STRJCTURo L SHEATHING FLOOR TRUSS BEARING — — rH . I.VERIFY THE OPENING 15 PLUMB,LEVEL AND SQUARE. n WEATHER BARRIER,CONT CEILING,5/16" C.F.PANEL AND ii it 2.VERIFY THE WINDOW WILL FIT IN THE OPENING. —HARD( PL SIDING w/ Iiia" LAP iit i 1x2 GF.BATTENS 24" O.C.E.W. m it ii ON 2x6 it JOISTS 9 24" O.C. 11 it � 4 3.CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUTit it it i UP FROM EACH TOP CORNER OF OPENING AT 450it it it o ANGLE TO ALLOW THE WEATHER BARRIER TO BE J H --^^ 41 ii V/ LAPPED OVER THE FIN AT THE HEAD OF THE U-� WINDOW. ;ii it, ~�q L SECOND AND THIRD CUTS UP AT 450 FROM _ it flC V MAKE E BOTTOM CORNERS,MAKE LAST CUT LIP AT CENTER TO -u-� } it 1 II -� L TOP CUT. iit ;t Q Ou Ln 0 I UP AT HEAD AND INTO WEATHER BARRIER it it fq ii it C4 a 4.FOLD WE WINDOW ;t �-r it it THE OPENING AT JAMB AND SILL.STAPLE AT JAM55 it AND SILL,TAPE UP AT HEAD EXTERIOR Ix3 BATTENS 16" O.C.ON 5116" 'it it iit CF.PANELS ON NOM.ZIP 5.INSTALL SILL SHIMS AS REQUIRED BY WINDOW SHEATHING ON 2x6 WOOD STUDS MANUFACTURER CAULKING iit a 16" O.C. it it ii A z it it 6.INSERT WINDOW IN OPENING AND SHIM,LEVEL AND 0 ii � it N it it FASTEN AS REQUIRED BY WINDOW MANUFACTURER SEALANT „ iit i it i fn i t `Mr' a "1.FOLD DOWN WEATHER BARRIER AT HEAD,TRIM AT N i t i t it W �^ it it HEAD OF WINDOW. it it it u ' x 5.APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45' it t ANAL U CUTS AT HEAD.. i,■C� 5/4" x 6" HA DI TRIM i a � it " � � W ii it W 9. INSTALL HARDI PLANK TRIM AT SILL,JAMBS AND ;; O U HEAD,(NO 45'MITERS) ii i Y� it W 4 ii VJ SEALANT 4" THICK 3000 PSI FIBER REINFORCEDit W 10,INSTALL ALUMINUM FLASHING AT HEAD.EXTEND i04 PAST EDGE OF JAMB TRIM. it CONCRETE SLAB ON 10 MIL PVC VAPOR fl STRLICTU AL SHEATHING d W HIND TAPE FOLD DOWN WEATHER it BARRIER ON 96� MODIFIED PROCTORit 11.APPLY HEAD FLASHING WEATHER BA RRIER,GOVT. ',' COMPACTED FILL w/TERMITE TRVATMENT, AND SEAL WITH DIAGONAL FLASHING TAPE. — — — — — —BARRIER i` TYP. — — it U FIRST FLOOR — — — it — HARDI FLAW 510ING w/0/4" LAP GRADE OFFICE COPY -- — DATE OF 1- 51MP50N 1410A w I8-10dxlli2" At ISSUE L L� OUTSIDE AND I- 5IMP50N H25A /10-W AT INSIDE DRAWN BY: a WINDOW INFALLATION — CEMENT FIBER. HGP SCALE: 3"=1'-0" -f II r7� 5 U ILDING 5ECTION rJ. _ - - _ SHEET TH GRIFFITH SCALE: 1/2"=1'-0" A-9 �•� © 1558 REVISIONS "NIGH WIND" ASPHALT $MINGLES ON 30"FELT ON "NIGH WIND" ASPHALT SHINGLES ON 30"FELT ON %" 'HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON z NOM.STRUCTURAL SHEATHING DECKING NAILED w/ad 1- SIMPSON H2.5A w/5-8d x 11/2" NOM,STRUCTURAL SHEATHING DECKING NAILED w/8d NOM.STRUCTURAL SHEATHING DECKING NAILED w/ad RING SHANK NAILS to b" O.C.AT PANEL EDGES ANDRING SHANK NAILS S b O.C.At PANEL EDGES AND 1-6" SIMPSON SDWC RING SHANK NAILS s 6" O.C.AT PANEL EDGES AND I- SIMPSON N2.5A w/5-8d x li TO OUTRIGGER # 5-Sd TO s II INTERMEDIATE AND 4" O.0 At COMPONENT AND II SCREWS a EA. INTERMEDIATE AND 4" O.0 AT COMPONENT AN 2' 011 T OUTRIGGER t 5-5d TO GABLE TRUSS,TYP. INTERMEDIATE AND 4 O.0 AT COMPONENT AND CLADDING EDGE STRIP'�3 GABLE TRUSS, TYP. CLADDING EDGE SCRIP"3 CLADDING EDGE STRIP"3 OUTRIGGER METAL DRIP ON P.T. Ix2 ON METAL DRIP ON P.T. Ix2 ON METAL DRIP ON P.T. Ix2 ON FI .2x6 FASCIA FIN.2x6 FASCIA FIN.2x6 FASCIA ; /J� 2'-011 2'-011 2i_/JI11 21-/rll 2'-011 I- II SOLID CEMENT FIBER SOFFIT SV KK// SOLID CEMENT FIBER SOFFIT LID CEMENT FIBER SOFFIT FIN.2x4 TRIM,CONT. 5/4"xb C.F.TRIM 5/411x6 CF.TRIM I" EXPOSURE CEMENT FIBER SIDING ON 1/2" NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2xb STUDS s 1611 O.C. H ALUMINUM FLASHING 7EXP05URE CEMENT FIBER SIDING ON 7 EXP05URE CEMENT FIBER 51DING ON NOM. ZIP-WALL STRUCTURAL SHEATHING ON NOM.ZIP-WALL STRUCTURAL SHEATHING ON 2x6 STUDS a Ib" O.C. x 51/2" F.TRIM 2x6 STUDS s 16" O.G. 11_Y 811 O CONT.FLASHING CONT.FLASHING 3t,?" W.SOLD BRACKETS g 2'-8"O.C. METAL ROOFING ON GRACE ICE AND 4 WATERSNIELD ON 1/211 NOM.ROOF METAL ROOFING ON GRACE ICE AND �T DECK ON 1/2" NOM.SPACER ON 3/4" TI-11WATER5HIELD ON 1/2"NOM.ROOF w 6��4ry PLYWOOD ON 2x6 EXPOSED RAFTER q�+6 DECK ON 112" NOM.SPACER ON 3/4" TI-II O TAIL PLYWOOD ON 2xb EXPOSED RAFTER — — — ° I-b" SIMPSON SDWC TAIL SCREWS EA.ROOF [—I 1 RAFTER 140" 5IMP5014 SDWC u I SCREWS 6 EA.ROOF RAFTER Z l V1 o V B u BEDROOM No. I CONT.FLASHING cA L 1-6" SIMPSON 5DWG SCREWS Z Q EA.ROOF RAFTER II " rt EXPOSURE CEMENT FIBER SIDING ON NOM.ZIP-WALL 5TRUCTURAL SHEATHING ON 2x6 STUDS a 16" O.C. METAL ROOFING ON GRACE ICE AND 1 6 WATER51-IfELD ON 1/2" NOM.ROOF E� DECK ON '%I'NOM.5PACER ON 314'1 TI-11 CONT.F_ASHING SECOND FLOOR I xRAFTER — — PLYWOOD ON 26 EXPOSEDAFT E i TAIL — — SECOND FLOOR METAL ROOFING ON GRACE ICE AND n WATEFZ6HIELD ON 1/2" NOM.ROOF I-b" SIMPSON SDWC SCREWS DECK 7N 1/2" NOM.SPACER ON 3/4" TI-11 - 0 EA.ROOF RAFTER PLS 3D-ON 2x EXPOSED oAC� — — — — — — — n TAIL 1%II GWB CEILING,5/1611 CF,PANEL AND ' J , uu v� ALIGNS w/PORCH ROOF Ix2 CF.BATTENS 24" O.C.EW, m 11 ON 2x6 JOISTS 24" O.C. N I-6 SIMPSON SDWC SCREWS SWEAR FRAME, �' I'-4" CEILING,5/1611 GF,PANEL AND m ROOF ER Ix2 CF.BATTENS a 24" O.C.E.W. �� O o SEE--- - OL(D WOOD BRACKET ON 2xb JOISTS 6 24" O.G. al zy Oyu.. 3'-0" �- J'-011 U .3 },j ,l M � d c�v4d�f 4n I I ' 1 P.T.6x6 POST 1 V4 11—k P.T.6x6 POST z N Aw-I m 6 1x12 CF.POST Ixl2 CF.POST WRAP ON FRAMING U GARAGE WRAP ON FRAMINGLANAI fo x o8 o uW 4" THICK 3000 PSI FIBER REINFORCED Ixl2 G.F.SKIRT AND CONCRETE SLAB ON 10 MIL PVC VAPOR W BARRIER ON%%MODIFIED PROCTOR CAP,TYP. W COMPACTED FILL w/TERMITE TREATMENT, — — — — — TYP.— — — Q OFFICE COPY DATE OF ISSUE -I-S-Ib DRAWN BY: S-I 3 3 3 WALL 5 2 UJALL SECTION UJALL 11_ 1_ II j-1I 5ECTION SHEET NO. ,�-I� SCALE: 112 -I A-10,1 SCALE: 1/2":11.0" A-10SCALE: I/2 GRIFFITH A. 10 © 151x58 If-oil 4" THICK 3000 PSI FIBER REINFORCED -4" THICK 3000 PSI FIBER REINFORCED 1.011 CONCRETE SLAB ON 10 MIL PVC VAPOR 05 DOWELS w/12" BEND INTO STEM WALL 4" THICK 3000 P51 FIBER REINFO ED REVISIONS BARRIER ON 969' MODIFIED PROCTOR 05 BAR CONT. AND 5LA5,COORDINATE w/DOWELS CONCRETE SLAB ON 8 MIL.PVC VAPOR 05 DOWELS w/12" BEND INTO STEM WALL CONCRETE SLAB ON 8 MIL.PVC VAPOR COMPACTED FILL w/ TERMITE TREATMENT, BARRIER ON%% MODIFIED PROrMENtr TOR AND SLAB,COORDINATE w/DOWELS ' BARRIER ON 9b9'MODIFIED PROCTOR Q TVP. COMPACTED FILL w/TERMITE tR , COMPACTED FILL w/TERMITE TREATMENT,TTP. si Do Lu D 4" THICK 3000 P51 FIBER REINFORCED 05 BAR CONT. v D CONCRETE SLAB ON 8 MIL,PVC VAPOR ti( v D v BARRIER ON 96% MODIFIED PROCTOR / / / 8' CMU,GROUT ALL CELLS SOLID j//\//\//\/ '1 8" CMU,GROUT ALL CELLS SOLID Q COMPACTED FILL w/TERMITE TREATMENT,TVP. r'5 DOWELS w/12 BEND G FOOTING \\ \\ \\ \\ ! Q D ' a o a " v b (Y 1 5) D /\\/\\/\\/ i i GRADE (VARIES) v < p O 1-05 BARS CONT. NOSING,TYR. \\ \\ \\ \ //\\//\\//\< \//\\//\//\ -� 15 DOWELS w/ 12 BEND is FOOTING: D n \ \ \ \ \ 11 /\ \\ \\ \ \ 948 O.C. ______ - ;, w/3-"5 BARS CONT.w/MIN,30 LAP \/ - _ ; - - o �,�j cA = 0 I-"5 BARS CONI. \//\//\/// ;i COWERS t MAX. 48 O.C. / // / \//\//\ // - \ \ \ \ \\ \\j\\ \\\ .v / \ D �i v D \/ /\\// D v v D // \ \'�\�� 6l / .i / �/\ -_____„------------=--- w/3-05 BARS CONT.w/MIN.30” LAP \// _ -____�- /\� CORNERS 4 MAX.48"O.C. 2'_011 _____=-===ajc= �_-_� \ w/3-05 BAR5PSI 1GONt�.w/DM N�30" P FOOTING � \\ D� - I'-4" ONE STORY - 2-"�a CONT. w/3-"5 BARS CONT.w/MIN.30" LAP 1-8" nuo STORY - 3-05 conk. \// //\//\//\ / � \ \\/j\\/j\\/\ \� 311, 311 1,_x11 THIG<ENE D 6LA5,fINTERIORIIIIIIIIIIIII 3 O C I FEF5 r*"2� FE�IWALL GARAGE 11 1 11 T�'FIGAL 5TE�IWALL FOOTING S-I scaLE. 3/4 -1 0 _ S-I SCALE: 3/4".-1'-0" CJ I SCALE: 3/4 :I-0 _ , „ �J I SCALE. 3/4"M1.0 05 BAR CONT. 4" THICK 3000 P61 FIBER REINFORCED 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 6 MIL PVC VAPOR CONCRETE SLAB ON 8 MIL.PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR ^/ 8" CMU,GROUT AL CELLS SOLID BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT,TYR. fi r COMPACTED FILL w/TERMITE TREATMENT,TYR. SIMPSON L5THD8 w/24-I6d SINKERS, 811 x TYR.EA.GARAGE 3„ < DOOR JAMB w/3-"5 BARS CONT,w/MIN.30" LAP \ \\ \\ \\ \\ \ IP CORNERS 4 MAX.48"O.C. �� LLI \ \ \/\/\/ ry / v //j\ \\/\\ p \ tJ n 3000 PSI REINFo ..ED GONG.Foorl � --,;--�_-----__:_-, e -------------- - --------------- --- – w/3•"5 BARS CONT,w/MIN.30" LAP �� - -=---- '` U «5 BAR CONT. �� 3" / /WALL GARAGE / T4CKENELDINTERIOR 11 � " �& N ON =5 A I N I) O F S L A I� 114' TWO STORY - 3-05 CONI. raNiGARAGE JAM5FOOTING DETAIL �J I SCALE: 3/4"0'-0"_0 SCALE: 3/4"=1'-0" I I I CJ-I SCALE: 3/ '-011 IrTl O M I THIC<ENEED INTERIOR �J.� w 4" THICK 3000 P51 FIBER REINFORCED u A-S S-I A-1 A-(o A-5 S-I CONCRETE SLAB ON 8 MIL.PVC VAPOR I .� EARING D F 5LA511111111, BARRIER ON 969' MODIFIED PROCTOR 5-I -� r 1 COMPACTED FILL w/TERMITE TREATMENT,TYR. SEAR WALL SHEAR WALL S SCALE: 3/4"=I'-0" v -- ------------------ ----- ----------------------- --� i-- ---------- ----- °'------------------------------------ -- r --, F■�f r----- ------------ ---- ---------------------- • L---- ---- —j _ • I ----------- ------- ----- 1 ------------ 3000 PSI REINFORCED CONC.FOOTING t I r----- ---- ------ -- - I � __I I ----------------------------- w/ _---_-- ---- I - --------- -- ---, I w/ 1-05 BARS CONT.w/MIN.30" LAP ► I I ---------------ii- I I I it O_J 1 ! ! II I II ---- J I I I I I T�--------------------- GRADE --- ---------- 1 ! ! I I D A 1 1 i/\\/\ \\ e I � i ii ii ii ii ii I�■1 I I I I 4" THICK 3000 PSI F ER REINFORCED I I \//\\//\\/\\//\\//\ I 1 I _ --- I I ! I CONCRETE SLAB ON 0 MIL PVC VAPOR I 1 ui r ---------- COMPACTED _-- _--�� I I I I BARRIER ON 969' IFIED PROCTOR I ! t l I r I I ! ! COMPACTED FILL w/ ERMITE TREATMENT, I I ! E II II 11 tl II I ! D I I I I I I I I TYR. 1 1 g OC �` �I (GARAGE ) 5-29 THIGK I `� I) 5LADGE I I 1 I cA E } 1 ! \11, ! I „ „t______ ___� 5 DROP 5 DROPSGaLE: 3/4”=I'-0” DI I I D I I I I I DOWN III MEN L I" DROP4" THICK 00 PSI FIBER REINFORCED I I �CONCRET SLAB ON 10 MIL PVC VAPOR I r----- ---J I I I BARRIER N 969' MODIFIED PROCTOR ! ! ! r----- ----- A-9 i I I COMPACT:_D FILL wl TERMITE TREATMENT, i I I S-I ► I i i A -� v a I ! TYR. I I ! ! I I I I I I D t � � I � II II II II ��o I I 6021 I 10110 VIEm 2C B M\13-K'q l0 5-1 I i I i t t l 4 I I ! ! I I 8 o�"- t ! II ! ! 11 II � 2 II lk 1H15E'�DED EWBEDDED 111 t S-I � ! I ! ! II II II � � 2114620V 1 @011 i�3«o I I I I I I I 5-I I I I t S-I S-I I I 0. > '0 I I II II _ I I I i L O 5IMP50N ABU66 ON �/�11� p Ln fn W u I I ! II ! ! II II - ------------- al I i i ------ ------------------ ------11----------------- ------- --r-------------- I THREADED ROD EMBEDDED -►11 `- " INTO NEW SLAB w/12-I6d TO n a I fn r---------------� I IL --- ------- -------------------- ------------ -------- _ --- ------------- J --- POST I �---------------� L---------------------------- I ---- - --- ------ ------- -� r-----------------� I I I sl_ 311DROPDOWN I„ I SHEAR WALL HOLD DOWN 5YSTEM: Z I-SIMPSON HDU4-5D52.5 ON N8"# THREADED ROD 4" CHICK 3000 I FIBER REINFORCED I I I � � � 4 ROP SET 'i" INTO SLAB w/SIMPSON "SET" � I I E EPDXY AND �j CONCRETE 5L ON 10 MIL PVC VAPOR i I I - � M W I EL. -132 I I ___ i\ 4" DROP 10-SDS '/41kx2l/Z" TO POST, TYR.EACH SIDE. M ----- I L a -------- BARRIER 96 MODIFIED PROCTOR ! I I INSTALL SIMPSON CNW 5i8"-1/�" TRANSITION N I I COMPACTED FI W/TERMITE TREATMENT, t I I I I ! I W m TYR. i i i I L--------- I I COUPLER NUT AND 1/2"0 THREADED ROD TO TOP t PLATE ABOVE AS DESCRIBED AT VERTICAL THREADED ROD HOLD DOWN NOTE. �"� x � U 411 D P I i i L---------, ! I I a ---- - r------------------� 4 14, I I I I ! 11 DOWN 1 11 ---- - ------------------ o I t 1 4 DROP 3 DROF I i i i i i i i I I 3 ®= VERTICAL THREADED ROD HOLD DOWN SYSTEM. pWq W� 1 I 3,�"0 THREADED ROD CONT.FROM FOOTING t0 ABOVE Q U � W TOP PLATE.ALL THREADED RODS SHALL BE 1 I I I I ANCHORED WITH SIMPSON TITEN Hp tHD3634RC(ROD cn W COORDINATE I 1 I COUPLER)SCREW. AT ALL ROD PENETRATIONS, a �j I I I KITCHEN LAYOUT S-I ► PROVIDE A HOLE IN PLATE 1/4" LARGER T E" W I I I WITH FINAL I I I I Y E THAN ROD. L t I I RODS MAY BE SPLICED w/SIMPSON CNW I I I DESIGN I I I I CONNECTORS.RODS SHALL TERMINATE ABOVE TOP U I I I I t I I PLATE AT 3"x3"xl/&" WASHER AND NUT TIGHTENED TO I I I I I I I APPROX 25 LB/FT OF TORQUE.ALLOW MIN.OF 3 THREADS ABOVE WASHER SPECIAL ATTENTION SHALL ------------- _6­_, __= --�- ---------j I �--------------------------------- - ------------- ------------------- I I I I BE PAID TO — I ------------------------------------ --------------- ------ ---------------------------- ---------- 111 PRESSURE TREATMENT SILL P T � I I ! AND ISOLATION METALS AT SILL.RODS TO +1-/f"ICE COPY f ----------------- ----- -- ------------ ------------* ---------- ----------- ------------------------------------- ------------ ------------- -- ------- ------------ -----------J -I -------- ----- I 32"O.C.AT ALL EXTERIOR BEARING WALLS. DATE OF ------ • ISSUE HEAR WALL SHEAR WALL � =� - _. DRAWN BY: A/C I 5IMP50N ABU66 ON '%"o y I�GP PAD 5-1 THREAD_ INTO NEW ESLAB p!2Mlbd DOD �' POST _ SHEET NO. FOUNDATION PLAN GRIFFITH SCALE: 1/4"=I'-0" NO S- 1 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. P45TENING 5REVISIONS hall be onsible for the means and methods of construction and shall work in conformance with all ED lLREPRODUCED FROM FBG TABLE 2304.9.1.SEE CABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) 2. The Contractors responsible applicable codes and regulations. LOCATION FASTENING LOCATION 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. J015t TO SILL OR GIRDER 3-Sd TOENAIL 4. All design loads shall be per Florida Building Code,2010 edition BRIDGING TO J015T 2-8d TOENAIL EACH END Live Load, Roof-25 psf SOLE PLATE TO JOIST OR BLOCKING lbd is 16" O.C. TYPICAL FACE NAIL Live Load, Floor-40 psf Live Load, Open Balcony-60 psf TOP PLATE TO STUD 2-I6d COMMON END NAIL Dead Load,Floor -15 psf unless otherwise noted STUD TO SOLE PLATE 4-Sd COMMON TOENAIL Dead Load, Roof -15 psf unless otherwise noted „ Ori the site and verifying that the site n ii 2-I6d COMMON � END NAIL 5. The Contractor shall be responsible for obtaining geotechnical information for preparing % is capable of providing min.2000 psf soil bearing. DOUBLE STUDS lbd s 24" O.C. FACE NAIL u DOUBLE TOP PLATE 16de16" O.C. TYPICAL FACE NAIL 6. If footing elevations shown occur in disturbed,unstable or unsuitable soil,the Architect shall be notified prior to continuing 1! the work. SECOND FLOOR____ u � DOUBLE TOP PLATE 8-I6d COMMON LAP SPLICE -' BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL 7. Step footings below all sanitary and water lines. FLOOR TRUSS RIM JOIST TO TOP PLATE Sd a 6" O.G. TOENAIL TRU56 BEARING_____ CONCRETE: ------ a TOP PLATE,LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL r ura I Concrete and k STRUGTU AL PANEL SHEATHING CONTINUOUS HEADER,TWO PIECES I6d COMMON R, Ib"O.C.ALONG EDGE 1. Concrete has been designed in accordance with ACI 318-02, Building Code Requirements for Structural 3-16„ LVL BEAM !It! shall be constructed in accordance with ACI 301,"Specifications for Structural Concrete. INSTALLED VERTICALLY w/Sd CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL u NAILING 4T 4" O.G.AT PERIMETER it n AND ALL CR0551NGS CEILING:JOISTS OVER PARTITIONS 3-Ibd COMMON MIN.,TABLE 2308.10.4.1 FACE NAIL 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with 1 ASTM C 172, C31 and C39: ' CEILING JOISTS t0 PARALLEL RAFTERS 3-16d COMMON MIN.,TABLE 2308.10.4.1 FACE NAIL Footings,slabs on grade and misc.concrete:fc=3000 psi 4- SIMPSON MSTA30 w/22-10d Cast-in-place beams,columns and elevated slabs:fc=3000 psi NAIL ON INSIDE AND OUTSIDE, ; 'f, RAFTERS TO PLACE 3-Sd COMMON TOENAIL 6 0 TYP BOTH JAM55 r ;; BUILT-UP CORNER STUDS l6d COMMON 24"O.C. " � tl 3. Cement shall conform to Specifications for Portland Cement' (ASTM C150). 3 - 2x6 JACK STUDS BUILT-UP GIRDERS AND BEAMS 20d COMMON a 32" O.G. FACE NAIL 9 TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES 4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). o l COLLAR CIE t0 RAFTER 3-10d COMMON FACE NAIL I 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. a THREADED RODS JACK RAFTER TO HIP 3-10d COMMON TOENAIL N ROOF RAFTER TO 2x RIDGE BEAM 2-I6d COMMON TOENAIL Omni STUDS 6. Construction within 1500 ft if the Coastal Control Line additional requirements: SIMPSON LSTHDS w/ 24-16d Cast-in-place beams,columns and elevated slabs:fc=5000 psi JOIST TO JOIST BAND 3-lbd COMMON FACE NAIL SINKERS,TYP.EA.GARAGE l LEDGER STRIP 3-16d COMMON FACE NAIL Maximum water-cement ratio:0.40 DOOR JAMB Maximum chloride ion content:0.15 percent by weight of cement in accordance with ASTM C 1218. WOOD STRUCTURAL PANELS 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall SUBFLOOR,ROOF AND WALL SHEATHING TO FRAMING I conform to"Details and Detailing of Concrete Reinforcement"ACI 117. FRXIE (NAILS SPACED a 6" O.G.AT EDGES I/z" OR LESS bd 6" O.C.EDGES D EDIATE II as lacement of reinforcement shall be in accordance with ACI 117, r7*"\!2AfR,4GE 5HEAR 12" O.C. 6 INTERMEDIATE SUPPORTS 15/32" TO 19/32" Sd RING SWANK 1R803.2.3.0 4" O.C. AT COMPONENT AND CLADDING EDGE STRIP 8. Tolerances for foundation and slab alignment as we p "standard Tolerances for Concrete Construction and Materials" EXCEPT 6" a SUPPORTS WHERE "3,5EE FIGURE 1609.2 c �J-2 SCALE; I/2"=I'-0" SPANS ARE 48" OR MORE) 19/32" TO 3/4" 8d 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil.PVC vapor barrier.Slabs SINGLE FLOOR 3/4" 6d W shall be reinforced with fibermesh reinforcement with a minimum 2"fiber length at 1lbdcy complying with ASTM C1116. I�1 NOTE: ROOF SHEATHING NAILING t0 BE WITH Sd RING U I 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material.Sbwural SHANK NAILS 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. a bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min.95%of the 11. Footings may ,,. 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: V 1 I 3"-Concrete placed against and permanently exposed to earth A-8 A-1 A-b A-5 2"-Concrete exposed to earth or weather,#6 bar or larger Q 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. V 13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: 3-2x-/1/I 3-2x-/l/{ SNOWE 3 x10- #4 bars-21"min. 17 #5 bars-25'min. -- -- - #6 bars-32"min. -2x-/I/I _ #7 bars-46"min. 14. Reinforcingin footings shall be bent around corners or corner bars shall be installed. 2-2 LANDf BE -- -- - Z 3 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. N Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. "' � . � A-I0 hic MASONRY: iC � ll.l O ``� K1 I 1. All masonry has been designed in accordance with ACI 530-02,"Building Code Requirements for Masonry Structures" __J and shall be constructed in accordance with ACI 530.1-02,"Specifications for Masonry Structures". < 0 o ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019.Grout shall s 3�4' �G YA X YWO GK "Q S'2 2. Grout shall conform t a[ CD W d to provide a slum between 8"to 11". `- G U D D NAILED 16' _ mixed p p ro7N rt' PREENCsINE RED FLOOR TRUSSES e N I P ENG E FLCQR 12115tE5 e G4G3. Mortar shall conform to ASTM C270 and be type M or S. TTF I`I1 X `I I6' G., P. Hollow Load Bearing Concrete Masonry Units,Type 1,Grade N-1,normal 4. Concrete Masonry Units shall be ASTM C90-75, H g Y weight,with a minimum compressive strength of 1900 psi(fm=1500 psi). I 5. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: A 9 #4 bars-15"min. Z Owe`' #5 bars-16"min. #6 bars-30"min. U4p #7 bars-40' min. 02 LLI U-1 reinforcement in 5'-0"maximum lifts.Provide cleanouts per ACI 530.1-02 in the bottom O I 6. Grout all cell containing vertical r course of masonry when wall height exceeds 5'-0". L I' ARI W LB OW I Ord> Ln� I 7. Beam reinforcement shall be continuous across control joints. 2-lb LVL q 3- "L 2- L ° o i fL�o � -2xl /I/I I O CN r tr WOOD: 1. All wood framing has been designed in accordance with"National Design Specifications(NDS)for Wood Construction", 2001 Edition. .t� _ e X O dp rn c� 2. All wood members in contact with masonry,concrete soil,or exposed to weather shall be treated with an appropriate 1'-`14 Z preservative suitable to the exposure conditions. I 3. When ACQ treatment is used on any wood member,all nailing shall be hot-dipped galvanized meeting ASTM A153, Sx� 5 x I ASTM B695 Class 50.When borate treated is used,galvanizing shall not be required. W I M Class C,or � .d. 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Construction",2001 Edition W m and Design Specifications for Metal Plate Connected Wood Trusses(ANSI/TPI 1). { x GLUED ND NAILED TO 16" 34" Ks VAN DECK `r U x 5. All trusses shall be designed by the truss manufacturers registered Engineer. 2 GL D N I D lb" "� � I 2 a V � A_I� ° I6" O.C., YP. I E R T 55E Ps N (� vWa truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered I I6" C., P. a -I� 0 M U 44 6. The tr P w44 Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors,the reactions � 9 PP 9 at all bearingpoints and the manufacturer's license to fabricate trusses using the connector system proposed,The MZZX � I � P Q Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 1'-4" 7. Handling and erection,including temporary bracing during installation of trusses,shall comply with TPI HIB 91. ° i x i U 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. o 9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. _ 11 2-2x0 , FFICE COPY 10. All anchor bolts and threaded rods shalt be in accordance with ASTM A307,Grade A or ASTM F1554,Grade 36. ,- UPTU ED HEADER UPTURNED HEADER 2xl /2 3-2x10-/2/2 6l v " I6" LVL DATE OF Other or in contact with masonry,concrete or ACQ pressure treatment shall U L 11. All metal connectors which are exposed to we rY ISSUE galvanized alvanized per ASTM A153, Class C,ASTM B695, Class 50 or be stainless steel Type 316.All anchor bolts, 6 threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. ^_ - ` - - DRAWN BY: 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. NUMBER OF MEMBERS aP 51ZE OF MEMBERS STRUCTURAL STEEL: SHEAR WALLS: NUMBER OF JACK STUDS s EA.END 1. All structural steel has been designed in accordance with AISC"Manual of Steel Construction"and shall be constructed in NAIL ALL EXTERIOR WALLS AS SHEAR WALLS. NUMBER OF KING STUDS a EA.END _ _ _ SHEET NO. accordance with AISC"Specification for Structural Steel Buildings","Code of Standard Practice for Steel Buildings and At ALL SHEAR WALL LOCATIONS NOT NOTED 2-2x8/I/I GRIN _TH Bridges","Detailing for Steel Construction",and have the following designations: OTHERWISE,WALL TO BE SHEATHED WITH I/Z"NOM.ZIP Welded connections AWS D1.1 SHEATHING NAILED w/Sd NAILS 'IV 4" O.G.AT EGONDFF.,XIING - S-2 Structural steel shapes,plates,etc. ASTM A36 BOUNDARIES AND AT ALL OPENINGS,AND 6" O.C.AT o = ALL PANEL EDGES. l�_� SCALE: 1/4"=I'-0" _ ��"` Structural steel pipes ASTM A53 or A501 �4 A D LEGEND Structural steel tubing ASTM A500 AT INTERIOR LOCATIONS TO BE FINISHED w/GWB, v SHEAR WALL SHEATHING TO BE UNDER GWB. SCALE: I/4 _ V_0 �• © 15��8 2. All structural steel connections and fabrication shall comply with AISC specifications. DOUBLE TOP PLATE REVISIONS I- 6" SIMPSON SDWC SCREW DEADER,SEE L AN FROM HEADER TO TOP PLATE, TYP.MAX 24" O.C_ i I I I SIMP50N MSTA w/18-10d, 'ATTIC ' TOP AT TOP OF TOP PLATE, I ACCESS JACK 5TUD, LAN TYPICAL I I I I KING STUD,SE LAN TYP.STUD OPENING P WO CK SIMPSON DSP w/8-10d TO STUDS AND 6-10d TO SILL PLATE,TYP. 5IMP50N 34II 0 x 6II TITEN HD SCREW"FROM SLAB EDGE,4" MIN 2x 51 PLATE 1 11 ILL ,-�T—EMBED WITH 3" SO. x 1/4"WASHERS. I I SLAB r ATTIC FLABIIIIIIIIII, Q SCALE: AREA = 750 S.F. I/""�27*rFl. OFENING 5TRAFFING SCALE: I/2":1'-0" W n UZ w I i 4 i f V A�8 Akl A 6 AI5 O Oo O QUO O CO © O O_ _ oD Do IffuT oo w w 2'-0" ---- I o A4 ---- -J � 3-2X1 -111 3-2 -/i � 3-2x -/I/I I I � i I 3-2 /I/I N i I x ttl X ON ATTIC I �, I A-9 ` 04 — — - — — ACCESS ---- ---- - -- ---- ---- --- -1- - Lu ---- ---- - -- ---- PEA CEILI G I I - - AK CEILIN. .a I I � � I I I I I I I A-9 cv I 0 0 0 0 0 o a o o -SX �1\t s-SX� m lip I U4p — — — — — — — — — AlC A E-- - -- X -- -- - I 1F BELOW 1 - - - L Imo/, uQ �M!v 4- 3-2),10-4/1 -2 10-/1/1 3-2xt -/111 — — — — — 7x411/1 1 -� U I i Q `' 4, 5- xtilV\ I .. 1� --- \__ A--- - --- ----� U ILNt n- I 1 Cr DIM E E x1151 03 N U ---- E 2 lEl6hlE VIEW VII o'C 1 M\ `dVEC Vid! 2 a PII C'dl b Er � I z 1\1" �r HEd1Hl DECK! ovirE � 2 -10Y ---- - I -- ---- v ¢ --- ---- ---- A- H w two PEAK ---1 C7 EI ING ---- - I 9 pq W4 z bov1E 'dVID c DllP* DQE el 516M 3 ' � � � w o E Ea w IHIE16W IVIE vlot, om VLE� M\Vq 161HVA<14Ira a e o c 171 &WEr r 131 vow'al ln�d aHEbl I�(Cr DE I vrdl b Lu I � w I U t flC I I r-� 1 1 OFFICE 3-2:1041/1 3 2x10-/ill -2x -/I/1 - 3- x -1111 _ i _ E � coPY 61 I ---- ----- ---- ---- --- - ---- ---- ----- ---- ---- ---- ---- - ----- ---- - - _ ____ _ 3-2 10-/1/1 N I _ _ --- DATE ---- - -- -- --- ----- - -1 ISSUE ROOF LINE ABOVE ` DRAWN BY: ROOF PIRAllING I _ SHEET GRIFFITH SCALE: 1/4".f'-0" S-3 c 0 1558 -------------------------------------------------------------- -------- I I I REVISIONS I I — L------------J I � I I � I 1 I I Q I LAUND. T A7_1 I � � I I I i rl.Gr LANDING I AECCS I,III PEA EILINc PEAK�cEf 5ED No ,I'IIIiI ICROOATT M o. I 3/4" PLYWOOD p DECKa 7 I I I I I I :A FRI i A I OW 3 I � RAIL J■��� W.I.C. ---- IATTIC FLAN a ----- - 51WGLE 2 I SCALE: 114"=1'-0" ZONE I -, ----------- ----- SYSTEM w LINEN --------- -------, iG ~ I MA5TER DRO I ----------- � -------- /� I I II o l a I I I I I I UJIG I I I > I I I BEDROOM No.2 1'-4 I � I I I I I I I I MA5TER B TH L GTi�lGAL LEGEND - - - - - U�.I.G I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W PEAK ip CEI NG i c Fe-1 i SWITCH,SINGLE POLE Q I GATHERING PEA CEILI G I 3 u ---- -- -- ----- ---- --- - I SWITCH,THREE-WAY W I I I I 4 Z I I I I I I SWITCH,FOUR-WAY I I I I R W SWITCH,RHEOSTAT La 49 110V DUPLEX OUTLET ~ W e G i i i i 44 co L L---------------------- I 110V DUPLEX OUTLET w/MOUNTING HEIGHT oI I -, WP 11 I L_J 110V DUPLEX OUTLET,WATERPROOF V u op 110V DUPLEX OUTLET,FLOOR MOUNTED G ----------------------------- --------------- ROOF LINE ABOVE 110V DUPLEX OUTLET,CEILING MOUNTED 5 E CON FLOOfR ELECTRICAL FLAN {� f 10v DUPLEX OUTLET,HALF SWITCHED Klo/ D SCALE: 1/4"=I'-0" 110V DUPLEX OUTLET ON DEDICATED CIRCUIT I----------------------I } 220V OUTLET MIM6 SHOWER T 110V DUPLEX OUTLET,ARC FAULT �M4 17 M6 SHELF 110v DUPLEX OUTLET, ARC FAULT,HALF SWITCHED E•••� r----- -------------------------------------------- , 3 i i $ 110V DUPLEX OUTLET,GFI 49 JUNCTION BOX Lu�4T ROOM ' 11 M� I CEILING SPEAKER,BY SYSTEMS CONTRACTOR GREAT � � � © DOOR CHIME BUTTON I I • r © DOOR CHIMED 400 GARAGE I ttl PANtL I Fs� SMOKE /CARBON MONOXIDE DETECTOR v o 3 PATv COMBINATION PHONE TV OUTLET LL 3 I I pC PHONE �L"q v � 191 > t Tv 4-' ,n TV,CABLE �w0§� Y � N � C (� DRIVEWAY LIGHT FIXTURE CEILING MOUNTED CAN TYPE J CN 0 � � P Ua � -j� d) � I I I i I LIGHT FIXTURE,CEILING MOUNTED � I L---------�1 _q7- LIGHT FIXTURE,WALL MOUNTED I SHELF A OYE I '�ff LIGHT FIXTURE,WALL MOUNTED FLUORESCENT F, Irl I �# V I M 3 w w i �� LIGHT FIXTURE,UNDER CABINET MOUNTED N 3 771� LIGHT FIXTURE,2-48" BULB FLUORESCENT V LIGHT FIXTURE,RECESSED STEP W LANAI I Gq I �PANELBOARD,12" TO TOP � W I � DISCONNECT,72° To TOP W � I I I I a ISLAND l� ATH ------ ----------------- - ININ D.W. PANTRY ' I l I I 1 / IL------ -----�___-- _ a__-- _ i �\ ,� CEILING:FAN wi LIGHT KIT I I I o I�ORGI� i OFFICE COP C:l D �KITCHEN DATE OF 11111H�IVIbr .IlCHEVI I ISSUE <xHEVI I"`dJ.Ofll 1-5-16 U { i ELECTRICAL CONTRACTOR SHALL PROVIDE DRAWN BY: STUD FOR GAS, ------------ ------- --- -------------- I I COMPLETE SMOKE /CARBON MONOXIDE DETECTOR SYSTEM - - ; H tC WATER AND WINE i i i O I G / CLUE 5fi A$REQUIRED BY CODE HGP ELEC,FOR FUTURE ------- ----� O r--- ---- - -------- , - SUMMER KIT. I ALL ELECTRICAL WIRING SHALL BE IN ti ACCORDANCE WITH 2011 NATIONAL ELECTRIC SHEET NO. l- %I I I I I CODE.PROVIDE ARC-FAULT CIRCUIT ROUGH FOR 220 OUTLET YANKEE fl'16 I � f11b � I I . _ _ _ GRIFFITH FOR FUTURE POOL PUMP CTAS W.N. L---------_ _______� INTERRUPTERS IN ALL BEDROOMS PER I I - - L-- -� ------------------------ I ARTICLE 210-12. . E- 1 'AD F I T FLOO i� SCALE: v a. o a Ul LLOU o C�: 0.6 a .",xMww.ww_ n, xx_ xwx ,w.._ .._.,.—..._.._. .......x..x f r ...._a,w....._.www .__.....__wx,w.x..wx_ xx..w _.._.w.._._._ d_.. w .,...,,...._.._...1....xw..�_w. �.___.._...,x... _w....._..w___,__......,.....__.......,,.,,xs ,.. _ . .... i cxw.M.�w _.._.........x..xxx.x.x,.._.......... ,.x.,xxx�. xxww............... o x.x._,x w_,ww,_ w.a,.x.wx..x...___w._._.�._w_xw_ �....�nw.w x.....x I .wx_.w..n. �..,w.xwxw.x....wx_w.ww._-a_wxw x.. x ��tl I ,I I � � I N � m (11 04 ................ I I I � � II M,n! _adlm II II , I I RRI I I ...xw..w_... II .ww.w.__xoxw_ x........ .. x.�.w_,_a,wxw.,..,.xx 145 75 Rl.rll i 12x6 1wcd L NIRRR 10 x 6 we d ,�:: ,:a 6 w ml 1 fl II II lq''i ',;I r 10x6 s ;19,a�1 f 1 11,Ir� I "p 7~ 7� JII tltl ,,, LI I" I ....,w.__x._x._..____..w____.._x..a.a...ww.,. T .,Px�.� III la r III "II pgO W10 NNW m0"� mma p�fl"���. � I� IG ��� w9wa' mW�w•� �W I I am xxw 4 „ xx.xi xww..wnnw 8 4 1wc 20 w_rxw. 6 �x -p I I I L� 8x4 1wcd tl 14 rag a t r „�Mllw 5 I ' 18 .,t ..1.... 4x1wc _ w I6hxI' .fi. =6 I rag tltl ...,....x.w,. . ......... m_l.l.a ^..,.,.x.wI��.x.wx.,. 4 ....x.,,.. ........x r 14 x V p fI x wI Wm._l wm.l gpp4+i f I: f' 1NI tl m atl matllrM.. MmmmIw M_",I1wyrm Mf I ,. w_. ' I a .8x4 III IS .xI .x,_w^ M, 1w ._.w._,.xw.x..w..,, __NIMIRIMIIII_R ouM daNrp x wm:Mi..M .M. x M —M M � �MitIig M�daw M .l I I I� I . �.. - II j ��... � 10 X 8x4 1wcd 4r 1214x14 rag 4 2 !N1�) xxx,. ... x 1c.w__., x 2w..w.w..w.W. I 4�'� t1OUCtHONEYWELLTW❑ Z❑NE .,.. :>_ ___.--,._w______.___�_________w -_______ Ja � W to roof cap SYSTEM 4n loath duct 5 _____ wxw.w.xwx . ______ __t 40va trans 14x14 rag8x4lw14x14 rag to roof cap fan others 12 rARD16TZ � a8x �( Man -- loyothers I�....w x. . .,...w.,....x .. ARD14TZ 85 6 6CPRD12 510x6 sw _:::,:. wTP_PRH01B TH6320U1000DAG 10 8 x 4 1wcd DATS C7735A 1000 10x6iwcd ,_w.x„x. 75 I ................ x... .......x xwx .w.,...x ........--__x _....—x...,. . ............... ,. 4r dryer duct to roof cap w/dryer vent box BNMMMmm ►. 00 OdoW- LJ at 'i no Cn w j:) W AUG 5 _ cn >zQ FFP; ! 0 ry Must have a minimum cearance of 4 inches around the air handler per the State Energy code, All duct has an r_6 insulation value, In J V) 0 r).- ti Q V a. c� CC) Cz — CO vI • „ h„1 wI . C1 .L.. -.1 ' I. ww,.......1 _w,.,.._.I....xx.. ......» L.,,.I,...h ...h-.,-...,..x..,.. �, w.m........x_wmw � . : 1� w I -- Q) ..... ..x... w ,,..,... _ ..».,,,.. .,.w................... ,.,,..,...x,,.,.....................w».. Q ' I II II I i, Jam. S -i III 14 S II ! k �� ' II II I I I I w�' �ypl I�tlpF yy I Mwwl IMMIFq�M ..� ................ .. . I MI 4 wwMtl ��pp � 75 I 1.I,p.Iy0qu yyT1, ..x6w M. w..»...d..Myc,ld:md Ito.wl�I I»I x.» w �.r�,xx.ww mTm.YI�w,.pYI .,., I 1,.7 .,1 . 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I,NYw,r 'wI I ,I .M.w,..u °u i. 1Yrv, I I �I ,.;..- '1 I , —F—W I m 1 x14 rag ..............--------------- 8x4 iwcd HONEYWELL TWO ZONE _.x 2 4 .....»,, 5 „....DAMPER SYSTEM w 2 ex 40va transloath4a 5HZ221K :::: �;.:.;.:. ,,...,. .., 1.11!J'. ........., loathto r9��f C a 1444 rag 8x4 1wId ':. . r , ._.. Cn ... ARD16TZ 14x14 rag to roof cap W LU y— ARD14TZ NO3 8x T an loy others w,», lil...CPRD12 TP-PRH01B 6 .....TH6320U1000DAG 10,x6 sw NI4 DATS C7735A 1000 10 wJ18x4 lwcd LI[ MAMM� 10x6 iwcd 75 ...n..... .... ..,m Nkir 4' dryer duct to roof cap w/dryer vent boxNIN 0 a_ Co O 0m o LLJ oRat 'ingoU) Qm�w z zQust have a minimum clearance of 4 inches aroundthe air handler per the State Energy code, Allduct has an r=6 insulation valu 00 -1C/3 n �.. —1 0 Z) < Of D REVISIONS 9 14 0 �p 12" PALM TREE ON 4' METAL R:4 FENCE FOUND " IRON PIPE p ti � CORNER iHCO. 9 X 1 :5,29 6 UTILITY EASEMENT '� CH CH & CAP "L6 5489" LOT 9 F 0 0 010, tip I 99 89.59 g 14'4", (THE SO00 2 L0T 8 50.50' FIELD ,o FEET OF LOT 10 WE �'C ) 2 : _ o LM cel . 4 — 50 , 00 c� 50.00' 11 ,9 11 97 271':!g9 18 I 54.504T8 PAI 1 L 8#56n# V204 M p X X X X Al80 O X X e ZZI ' PALM 120 1199 111119 �� 0 g 12. 11 . HOW R m rn ' 0 0 2 � Q I o 2. Z ODI � X 2.0 g 12 CHI ABERRY WOOD � � I X 1 DECK I CONCRETE 0 D D g ' DRIVE O I � 12. 41 & ►—� 143 u 3. �+ z ,9g I z -` �� 11 X 1210 . 2� 9 m FF� 771 I U W • d i PAD Z —n �- U BRI CD OD > 0 W WaL 0 �F C x CONCRETE W Z Q I DRIVE v Z I ho D - �J is F+1 ' � W LOT 1 3 2 STORY WOOD I D ING S I DENCE # 1110 � _ � 124 • • U o (FINISHED 1=L00 EL.EV TION - 12.13 2 00 0 54 12 12 . . 0 p ' (GARAGE FLOOR ELEV TION = 9.3T) 12 J ( L 0 6 %�34 W � I 12 I 4 — ' 12s ' X 12 29 14 Z XMOGLEARINGr I I 7 . 12.3 O ' I SCALE: N.T.S. �--� 2 PALM 2 4 o I _ DE _ MOOD : 1 i 010 1 NOTE 2 41 S:BRICK I WALK 1. THE PURPOSE OF THE CLEARING / DEMOLITION 15 TO PREPARE LOT 12 12. ?219v" CHINA15ERRY FOR THE CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE. N 40 z 8" CI Tv 2 4 0 2 w 7r2. ALL VERTICAL AND HORIZONT IMPROVEMENTS ON LOTS 11 AND 12 - ' ' WOOD X X 12 TO BE REMOVED INCLUDING FOOTINC35 AND UTILITIES (2" WELL AT NE 12.1 7 STEPS X 12 27 R 12 0 3 �- COMER OF LOT it TO REMAIN). o � � 122 � w � X wom 3. EXISTING DRAINAGE PATTERN 10 REMAIN. - I 1 2 4 STEPS ci X I CHINABERRY w >•; ' 12 0 11 8 ' 10" PAL M TREES TO BE REMOVED: BRICK X1208 I WALK I I PALMS: I I i 1 � Sn WOOD ,, 2.2 3 DECK I w I z 1 2.2 I _ 211" � z I 1.. PAM � 412" o 12.19 M I H I z 4 * 13 12. �. 12 2 X woo 12.0 0 2 * 14" / N z I 1 3 M z , STEPS 12. 124 0 6 WOOD WALL i 18 x x 5 051 a 2 4 12 3" PALM 12 12 1 2 2 3 CHINABERRY: c7 H w o x 2 X12 I X 11° 305 z � a BRICK PALM O w 20" 15" 151, 2,2 6 WALK 13" PALM 1 Su �� I s., � � I 11" P,4L 3" PALM �� � W � FOUND 3/� 901 5 MAGNOLIAS 1 , 14" ,a,LN1 ' Sg• , 1 0 12 IRON PIPE, No - 1�2 4 50.00` 2g 54.50 54 25 „ - --------- - -----2- -�--- ------- ------ 2 0 18 x GATE 0 4 ` *12t' PALM r-OI,JND 3/4" C I �i 9 5 IRON PIPE,NO CAP � P 86Q 1n CABLE BRICK RISEVALVESEWER FIRE WOOD POWER Hl'U DATE OF Jo POLE o � 12°A 2 ISSUE CABLE❑ � 18' CHINABERRY 1 BERRY TEb-1-I6 RISER VA-VE B B 5 EDGE OF PAVEMENT 0 1 99 DRAWN BY: I*p CORAL STRI-",ET SHEETNO.NO. i I2ul CE:NTEI�.INE C- 1 40' RIGHT OF WAY PAVED PUBLIC R0�4D 14066 REVISIONS 6-22-16 GRIFFITH RESIDENCE 23 CORA STR T A LANTIC I BEACH ,, , Fl ORIDA r NORTH INDICATES DIRECTION OF NORTH _r.=T= =T-T-T T i=t=l=L=T DRAWING:NUMBER SECTION A- SHEET NUMBER WHERE I ( I I SECTION 15 DRAWN ! ( I a ! �I ! DRAWING NUMBER 2A ,�_DETAIL SHEET NUMBER WHERE DETAIL IS DRAWN I A I I 1 I rl i �- ELEVATION LETTER ELEVATIONS D A-5 B SHEET NUMBER WHERE ELEVATION 15 DRAWN I ` I C - - - I - `�'- -- - - - -- - - - - 20-0"REAR YARD SMACK I_ - - - - - I I I ~ DOOR DOOR ! � 1 NOMENCL ATURE t I I I mi I I { 3648 = 3'-6" x 4'-8" WINDOW WINDOW •� ! I I NOMENCLATUREt I I { I } I I 3648 = 3'-6" x 4'-8" I I i ► i } { I I �.L� .. I N ,455R VIATIONS A.C.T. ACOUSTICAL CEILING TILE M.H. ELECTRIC WATER HEATER MIN. MINIMUM I I ��,l ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT A/c_ AIR CONDITIONING UNIT EXH. EXHAUST N.T.S. NOT TO SCALE SILT FENCE w/FILTER CLOTH ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER cq (MIRAI,POLYFILTER OR APPROVED } ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING EQUAL)ON WOOD STAKES 11 MAX.6'-011 O.C. I I I I I I AWN. AIMING WINDOW FIN. FINISH Pt PAINT I I I BILK BLOCK FIN.CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDEFLS GRADE I I I ____ ; 1 I�'1l�� I 0 BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. PRESSURE TREATED BLDG. BUILDING F.Q. FLOOR DRAIN Q.T. QUARRY TILE _ I P FILE- 4 cu -. t�F. ; F■�! /y, /�% I �__--1; VOL E =4 Cll.F. B.U. BUILT-UP GsALV. GALVANIZED REINF. REINFORCED _ y�y BACKFILL FENCE AFTER PLACING FENCE I I l I I 161 s • GAB. CABINET GL.BK GLASS BLOCK WINDOW READ. REQUIRED ;��� y� I I CREAT ' I rT EV CPT, CARPET GWB GYPSUM WALL BOARD R RISER I I II I /C I I f'I■� G.I. CA5T IRON HDW. HARDWARE RD. ROOF DRAIN 00 KJTPA w CL. CENTERLINE HOT. HEIGHT S.H. SINGLE HUNG WINDOW C.T. CERAMIC TILE HORZ. HORIZONTAL SWT. SHEET yi��y�� /yy _ C.W. COLD WATER N.B. H05E BIBS Sim. SIMIGA - I I �1 INDEX OF DRALUING5: CONC. CONCRETE H.W. HOT WATER SL. SLOPE ] C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS I I/? �, I'- �,� T-I TITLE 5WEET, SITE PLAN, DATA , INSULATION 57L. STEEL II I 1 CONT. CONTINUOUS INSUL. Z C.J. CONTROL JOINT JAN. JANITOR THK. THICK A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLAN AND ATTIC PLAN P.M. CUBIC FEET PER MINUTE JT. JOINT TtG LONGUE AND GROOVE I 5 T A<E D TURE' IDIT'r 5ARRIER - I DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL I I A-3 ELEVATIONS, ROOF PLAN I D15P. D15PEN5ER LAv. LAVATORY VERT, VERTICAL T-I SCALE: 3/4"=1'-0" p I I PA,M A ( �, I ( A-4 ELEvATION5 I DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE I I M f�� I I I MAIL. MATERIAL WJ.C. WALK-IN CLOSET � A-5 SECTIONS DWG. DRAWING I.PLACE FENCE AT ENTIRE PERI ETER OF SITE. I I I I I A-6 5ECTION5 EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD I I [� ELEC. ELECTRIC MECH. MECHANICAL W.U.M. WELDED WIRE MESH I�. I I I 2.FENCE MAY BE REMOVED AT RK RK AREAS DURING WO � I --- - - - A-� SECTIONS A-8 SECTIONS E.W.C. ELECTRIC WATER COOLER ML. METAL W.C. WATER CL05ET I o M.P. METAL PANEL UR. URINAL PERIOD,BUT SHALL BE REPLACED AT THE END Cr WORK I I I I I I I PERIOD. I I I r A-9 SECTIONS A-10 SECTIONS 5-1 FOUNDATION PLAN, DETAILS ( r FRCSL - cu; P. _- ; TLE-I cu.Fr y S-2 SECOND FLOOR FRAMING PLAN I I v 1E FT. ' OLum 36 Gu. 0 5s{s tL. =132 I 41 sF I I I 5-3 ROOF FRAMING PLAN Ln E-I ELECTRICAL PLANS, LEGEND UJIND LOAD5I I ist Q ED EST IP ED EST IF WIND DESIGN PER PBC RESIDENTIAL 2010 TABLE R301.2(2) 0- BASIC WIND SPEED: 130 MPH I I i I { AIR CONDITIONED AREA I I O > F- '-G" 4'-0" i -t FIRST FLOOR = 1280 SF. I I WIND DESIGN METHOD: A5CE 1-10 r----------i Q - Q - I I SECOND FLOOR = 1,980 5F. u! -L ' r - IMPORTANCE FACTOR: i - - - 1 !-- ---- -T --- - sm`-�„FRol�r YARD 9E 6ACK -{- i I v I UNCONDITIONED AREA = 339 SF. j z 4 m a I!i I GARAGE = 388 5F.EXPOSURE CATEGORY: D (541 COFR) ---------------------------------- ----- � I EXP05URE CLA651FICATiON• ENCLOSED f MEAN ROOF HEIGHT 34.15 FT. - - - - --- - - - - - 48"PORCH EXTENSION i I � ROOF ANGLE: (30-45 DEGREES) 331o901 DEGRE 5(8:12) II 1 ! ITOILEt1 I z -- 1 I { I z I EDGE STRIP 4.0 FT. }I ✓ I } ! PNOERROUNDOI O COMPONENT AND CLADDING WIND LOADS II II Ii AFFLICABLE G -R_ 1 I ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND OAD(PSF) TANK I I I W M 1 10 413 -5110 a I 50�a I i i FLORIDA RESIDENTIAL CODE 2014 r 1 20 459 -41. I I PERVIOUS I I ---------� fi x * U I I 1 50 442 -45 ! P ERS I I I H W II STAKED TURBIDITY BARRIER SEE I/T-I I I � IL I I 1 100 42.8 42,8 ! I I O -% - -%- I-%-I= %- -R -R [ R=I - R-R- R - -R-R-I - L 2 10 41.3 -60. 111���� - - - - - -- - - - - - 2 20 459 -41. W O EL. -11.1' 2 50 442 -54. H W ua AVERAGE 51TE ELEVATION 4-/-12.14' 2 100 42.8 _51.1 CORAL SUZ.EET FINISHED FLOOR ELEVATION +13.2' U 3 10 41.3 __605 ell UJA�" R RETENTION: 3 10 45.9 -51 1 TE FL,4N 4" DEEP 5WALE5: 3 50 442 -54A SCALE: I/8"=1'-0" EAST SIDE: 49.5 +36.0 CU.FT 3 100 42,8 -521 WEST 51DE: 11.0 CU.FT. 4 10 51.1 -56.1 TOTAL = 156.5 CU.FT. DAISSUE 'O 4 20 493 -53.1 5UF%,,FACE GALCULATION5: 1-6-16 4 50 462 -50. I�IFERVIOU5 DRAWN BY: ® I I ® 4 100 44.0 -48 _ AREA: PRE CONSTRUCTION: POST CONSTRUCTION: I�GP 5 0 I 5 10 51.1 -69. LOT 5,500 S.F. 5,500 5F. RIP 1R�P 5 20 49.3 -64 HOUSE 910 S.F. 2,182 S.F. SHEET NO. R/p 5 50 462 -58 DRIVE WALK(50% PAVERS) 214 5F. 24'1 S.F. 5 100 44.0 -53.1 EQUIPMENT PADS 1 SF. 9 5F. 23 CORAL DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THEW LL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTL RER AND SHALL TOTAL IMPERVIOUS SURFACE AREA 1,131 S.F. 2,438 S.F. MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES q, IMPERVIOUS 20.5 % 443 % © 14066 1,301 Sr-. r 4" THICK 3000 PSI FIBER REINFORCED I'-0„ CONCRETE SLAB ON 10 MIL PVC VAPOR S DOWELS w/ 12" BEND INTO STEM WALL 4" THICK 3000 PSI FIBER REINFORCED 05 DOWELS w/ 12" BEND INTO STEM WALL REVISIONS 4" THICK E SL P51 FIBER REINFORCED BARRIER ON %% MODIFIED PROCTOR 'B BAR CONT. AND SLAB,COORDINATE w/DOWELS CONCRETE SLAB ON 6 MIL.PVC VAPOR AND SLAB COORDINATE w/DOWELS 0-4-Ib CONCRETE SLAB ON 8 MIL,PVC VAPOR COMPACTED FILL w/TERMITE TREATMENT, BARRIER ON 96%MODIFIED PROCTOR S- 1 BARRIER ON 9b% MODIFIED PROCTOR TYP. COMPACTED FILL w/ TERMITE TREATMENT,T ua COMPACTED FILL w/TERMITE TREATMENT,TYP. _ °o - - - ° uul 4" THICK 3000 PSI FIBER REINFORCED ------ - "5 BAR DONT. .----------------- -- �' ° o CONCRETE SLAB ON 8 MIL,PVC VAPOR \ \ \ \ U , BARRIER ON 96% MODIFIED PROCTOR \ \ \/ 8" CMU,GROUT ALL CELLS SOLID j\///\//\//\ I ! — 8" CMU,GROUT ALL CELLS SOLID 0 p COMPACTED FILL w/TERMITE TREATMENT, TYP. 15 DOWELS w/ 12 BEND I► FOOTING \/\\/\\ \\ ; L; i / / / / GRADE (VARIES) (VA f 5) o ° a o \\/\\\\\\ \//\\//\\//\\ \ DOWELS w/ 12 BEND tv FOOTING a < \ \\ \\ \\ I \ \\ \ \ \ \ \ \ \ 948" O.C. BARS CONT.+� NOSING,TYP. I \\/\\ w/3-"5 BARS CONT.w/MIN.30" LAP %\//\/\ \ \ \ \ �' _ 'p cA 1-"5 BARS CONT. r==- _=;__ - - o s-� ��//\� // \ _ _ ____________---_=___________, /\\j/ CORNERS MAX,48" \/\/ v \ •. °i.v //j//\ __-______++________________ 3000 PSI REINFORCED GONG.FOOLING \\�\\ -D \\ tF:="�=____� • \\� w/3-"5 BARE CONT.w/MIN.30" LAP \// _ __-___:}_;-----,---- /\ w/3-"5 BARS CONT.w/MIN.30" LAP 0 2._0,1 ;, \ D \ \ D s CORNERS E MAX.48 Q.C. — 1'-4" ONE STORY - 2-"5 CONT 11 \/\ \ \ \ \ \//� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \' w/3-"5 BARS CONT.w/MIN.30" LAP -8 STORY - 3-"5 CONT. j / /j\//\//\/ `�\\ /\\j\\j\\j \j\\ 3" 311 /0`4� THIC<ENE D 5-LA INTERIOR. r3"**� L OGGIA 5TEF5� 2 5TE�IWALL � GARAGEtoo'wi*� S-I SCALE. 3/4"=V-011S-I SCALE: 3/4".-1'-0" 5-I SCALE: 3/4":l'-0" S-I SCALE: 3/4":1'-0" S BAR CONT. 4" THICK 3000 PSI FIBER REINFORCED 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR CONCRETE SLAB ON 8 MIL.PVC VAPOR BARRIER ON 95%MODIFIED PROCTOR 8" CMU,GROUT ALL CE LS SOLID BARRIER ON 96%MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT,TYP. COMPACTED FILL w/TERMITE TREATMENT,TYP. O SIMPSON LSTHDS !! 8" x w/24-ibd SINKERS, i i x TYP.EA.GARAGE DOORJAMB w/3-05 BARS CONT.w/ iN. 30" LAPP\\ 0 CORNERS t MAX.48"O.C. ii 3000 PSI REINFORCE CONC.FOOTIN % -------------- x / w/3-05 BARS CONI.w/ 1N.30 LAP \ p� �--------�'-----------� / � - �// // / / �j//\ - w BAR CO j\\j\\/\\ ° 3 11-811 THIC<ENEEDINTERIOR /0'7� 5 T I 1 ""'ALL - GARAGE 1'-8" TWO STORY - 3-"5 CONT. ~ t*ooa"�GARAGE JAM FOOTINGDETAIL. r. & >�101�— AKIN DROF 5L.45 W �J-I SCALE. 3/4 -I 0 �+s cJ-I SCALE: 3/4"-1'-0" , I 11�-, SCALE: 3/ '-0" 1 ""1 THIC<ENEE) INTERIOR W Pp 0 �I � u 4" THICK 3000 PSI FIBER REINFORCED A-8 S-) A--1 A-(o A. S-I -� /� II � CONCRETE SLAB ON 8 MIL.PVC VAPOR I l I BARRIER ON%%MODIFIED PROCTOR u COMPACTED FILL w/TERMITE TREATMENT,TYP. S EAR WALL -I SHEAR WALL 5-I SCALE: 3/4"=I'-0" -- ------------------------------------------------- --� -- ----------- ----- °'------------- --------- --------- ---------------- -A - • ----- --------- ---- --------------------- - t_---------- ----------# # ---_ I --------------------- --------- --------- 3000 P51 REINFORCED CONC.FOOTING I I — — — ---- - - I r----IJ— _ I I I I II • w/ I-05 BARS CONT.w/MIN.30" LAP I _____ I I ITT---- ---- ------------I- I I I II II II II I # ° GRADE I II ! I II II II I II II II II 11 I I I II II II It II �� I I \\ \\ \ \ \ I I t I I I I I I 4 THICK 3000 PSI F ER REINFORCED I I ' CONCRETE SLAB ON 0 MIL PVC VAPOR I I I'-0" - I I b I I ----- — � I I I I BARRIER ON 96%M DINED PROCTOR I I I I I 11 # ----------- I I t t COMPACTED FILL w! ERMITE TREATMENT, I II II II II 11 cn I I I b I I # I I I I I TYP. I I g OC mLu = I - �y I I I r II 1I 11 II II = rcj--� THIG<ENE1) 5EDGE (GARAGE) t I I t I 11 I I I I I I E I 1 I I I I L__-- -- I I I �� I I I �� I I - D _-1 3�2 DROP 3� DROP I I Q 1 1 1 1 I DOWN I" I" DROP m -I SCALE: 3l4"=I'-0" � 4" CHICK 00 P51 FIBER REINFORCED # # • I I CONCRETE', SLAB ON 10 MIL PVC VAPOR 1 BARRIER 96% MODIFIED PROCTOR A-g I I I COMPACT-'-D FILL w/TERMITE TREATMENT, 1 1 I I t I I TYP. 11 1 1 1 1 5-I i i i i A4 oac � I I II II II II II � D SIMP50N A bb ON 1%°4 I I I I I I I I I t I I I �n L I I II 11 II II II � LL THREADED OD EMBEDDED 1" ui , INTO NEWS B w/12-16d TO POST I I i i i i i 5-1 1 1 I I S-1 S-1 1 1 (L >T 1 I I I I I i j L 0 = 51MR50N ABU66 ON 1%"� Q � I I II �- ------------- I I L ---- ------ ------,1.........11................. _ ---------------� �- • i i I 1 ---- ---- ------- --r- I THREADED ROD EMBEDDED 1" M I 1 I 11 - _ • INTO NEW SLAB w/12-16d To v a� t 1 I POST 1 ---------- ------- II L------------------------------------ --------------------------� r------------------ --- ------ ------- I I 1 i i i I 1 3" DROP �r i SMEAR WALL HOLD DOWN SYSTEM: Z I DOWN I I 4" ROP 1-51MF50N HDU4-SD52.5 ON pie"m THREADED ROD 4" THICK 3000 SI FIBER REINFORCED I I I _ I I I SET 7 INTO SLAB w/SIMPSON "SET" EPDXY AND CONCRETE SLA ON 10 MIL PVC VAPOR I ► I EL. -132' t I 1/41141/2 rr BARRIER ON 966 MODIFIED PROCTOR I I i 1 I L--------- i 4° DROP 10-SDS TO POST,TYP.EACH SIDE. N a t I I 1 1 I INSTALL SIMPSON CNW �i8"-1��" TRANSITION W M COMPACTED FIL w/TERMITE TREATMENT, I I I I COUPLER NUT AND 1124 THREADED ROD t0 TOP TYP. I I I I L---------r I I 1 1 L---_----, I PLATE ABOVE AS DESCRIBED AT VERTICAL V I THREADED ROD HOLD DOWN NOTE. 4-4 U D OP DAWN 1" u I I I r---- -�------------------, I ---- - ------------------ 3" DROP 3 DROP I I I I I I 3 ®= VERTICAL THREADED ROD HOLD DOWN SYSTEM. Z pWq114 344 I 1 1 I I f I I I I I I THREADED ROD CONT.FROM FOOTING TO ABOVE O W 1 I 1 I t TOP PLATE.ALL THREADED RODS SHALL BE ____ ANCHORED WITH SIMPSON TITEN HD THD3634RC(ROD (3 I I i i _U5-I COORDINATE I 11 I i COUPLER)SCREW. AT ALL ROD PENETRATIONS, KITCHEN LAYOUT 5-1 ► I PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD, I Arai �1 I I I WITH FINAL KITCHEN I I I I RODS MAY BE SPLICED w/SIMPSON CNW I t I 11 I I CONNECTORS. 0 I t t DESIGN I I 1 I RS.RODS SHALL TERMINATE ABOVE TOP u I I I I I 1 I PLATE AT 3"x3"x18" WASHER AND NUT TIGHTENED TO 1 1 1 1 I I APPROX 25 LB/FT OF TORQUE.ALLOW MIN.OF 3 I I I t I I THREADS ABOVE WASHER SPECIAL ATTENTION SHALL -y - ------�- ---------J I L--------------------------------------- -------------- -------------------------------- -------------- ------ ------ I I I I BE PAID TO I I PRESSURE TREATMENT OF SILL PLATES II _ ______ __ ____________ _________� I I I AND ISOLATION OF METALS AT $ILL.RODS TO BE 4-/- r ---------- -= ----- -- ------------ -t------------------------- -------- ------------------------------ ------- ---------- ------------- -- ------- ------------ ------------� -F-------------- 32"O.C.AT ALL EXTERIOR BEARING WALLS. '"C DATE OF I • � I ISSUE L-- - --------- ------------------- -------------- -------- -------------------------------------- --------------- ------------------------------------ ---------- " DRAWN BY: Lg SHEAR WALL SHEAR WALL �✓ � -- = 71 A/C I SIMPSON ABU66 ON 1/2 _f FIAp THREADED ROD EMBEDDED l' INTO NEW 5LA5 w/12-16d TO AUG 5 �d�s 1 POST SHEET NO. GRIFFITH OUNDATIC SCALE: I/4"=1'-0" . .� 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. REVISIONS 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all FAFENING 5 REPRODUCED FROM FBG TABLE 23+x4.9.1.SEE CABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) I 8'4'I6 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 LOCATION FASTENING LOCATION situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code,2010 edition JOIST TO SILL OR GIRDER 3-8d TOENAIL Live Load, Roof-25 psf BRIDGING TO JOIST 2-8d TOENAIL EACH END Live Load, Floor-40 psf 50LE PLATE TO JOIST OR BLOCKING 166 a 16" O.C. TYPICAL FACE NAIL Live Load, Open Balcony-60 psf Dead Load, Floor -15 psf unless otherwise noted TOP PLATE TO STUD 2-166 COMMON END NAIL Dead Load, Roof -15 psf unless otherwise noted STUD TO BOLE PLATE 4-6d COMMON TOENAIL 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site 2-16d COMMON END NAIL is capable of providing min. 2000 psf soil bearing. I DOUBLE STUDS 16d a 24" O.C. FACE NAIL ii I 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil,the Architect shall be notified prior to continuing DOUBLE TOP PLATE Ibdal6" O.C. TYPICAL FACE NAIL !! the work. SECND FLOOR DOUBLE TOP PLATE 8-16d COMMON LAP SPLICE 7. Step footings below all sanitary and water lines. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-Sd COMMON TOENAIL FLOOR TRUSS CONCRETE: TRUSS BEARING " I' RIM J016T TO TOP PLATE Sd a 6" O.C. TOENAIL N " ii TOP PLATE,LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL 1. Concrete has been designed in accordance with ACI 318-02,"Building Code Requirements for Structural Concrete,and ' ° STRUCTURAL PANEL SHEATHING CONTINUOUS HEADER,TWO PIECES lbd COMMON 16"O.C.ALONG EDGE shall be constructed in accordance with ACI 301,"Specifications for Structural Concrete. 3-16" LVL BEAM ; !! INSTALLE VERTICALLY w/Sd 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with H NAILING fi 4" O.G.AT PERIMETER CONTINUOUS HEADER TD STUD 4-8d COMMON TOENAIL AND ALL CROS5ING5 CEILING JOISTS OVER PARTITIONS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL ASTM o 172, slabs and C39: CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON MIN.,TABLE 2308.10.4.1 FACE NAIL Footings,slabs on grade and misc.concrete:fc=3000 psi Cast-in-place beams,columns and elevated slabs:fc=3000 psi 4- SIMPSON MSTA30 w/22-10d p p NAIL ON 5AMB51ND OUTSIDE, - W RAFTERS TO PLATE 3-5d COMMON TOENAIL TYBOTH 3. Cement shall conform to"Specifications for Portland Cement"(ASTM C150). I' BUILT-UP CORNER STUDS 16d COMMON 24"D.C. 3 - 2x6 JACK STUDS rt ii BUILT-UP GIRDERS AND BEAMS 20d COMMON a 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES 4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). l COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. '' THREADED RODS JACK RAFTER TO NIP 3-106 COMMON TOENAIL N 6. Construction within 1500 ft if the Coastal Control Line additional requirements: '' JACK STUDS ROOF RAFTER TO 2x RIDGE BEAM 2-16d COMMON TOENAIL Cast-in-place beams,columns and elevated slabs:fc=5000 psi SfMPSON LSTHDS w/ 24-16d N JOIST TO J015T BAND 3-16d COMMON FACE NAIL Maximum water-cement ratio:0.40 SINKERS,fiYP.EA.GARAGE � Maximum chloride ion content:0.15 percent by weight of cement in accordance with ASTM C 1218. DOOR JAMB LEDGER STRIP 3-lbd COMMON FACE NAIL ( WOOD STRUCTURAL PANELS O 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall I conform to"Details and Detailing of Concrete Reinforcement"ACI 117. SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING g p �iGAfRAGE ���� � �� (NAILS SPACED a 6" O.C.AT EDGES 1/?" OR LESS bd � 6" O.C.EDGES AND INTERMEDIATE 8. Tolerances for foundation and slab all nment as well as lacement of reinforcement shall be in accordance with ACI 11712" O.C. a INTERMEDIATE SUPPORTS 4" O.C.AT COMPONENT AND CLADDING EDGE STRIP �T "standard Tolerances for Concrete Construction and Materials" 15/32" TO 19/32" Sd RING SHANK(8803.2.3.1) w �-2 SCALE: 1/3":I'-0" EXCEPT 6" a SUPPORTS WHERE 03,SEE FIGURE 1609.2(c) SPANS ARE 48" OR MORE) 19/32" TO 3/4" Sd 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. SINGLE FLOOR 3/4" bd I E-� 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material.Structural NOTE: ROOF SHEATHING NAILING TO BE WITH Sd RING I fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall SHANK NAILS W be treated with termite poison before vapor barrier is placed. Z 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min.95%of the [--1 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: I I I I (T1 I 3"-Concrete placed against and permanently exposed to earth ,q_g A-1 ,q_6 A_5 �•^ F.i� 2"-Concrete exposed to earth or weather,#6 bar or larger V 1 I 1 !/2"-Concrete exposed to earth or weather,#5 bar or smaller O 1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. rr �� T] V 13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: #4 bars-21"min. 3-2x-/I/l 3-2x-/I/l SHOWS 3 x10- 2 #5 bars-25'min. F #6 bars-32"min. _ #7 bars-46"min. "-2x-/I/l _ 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 2-2 LANDING BEA 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. n, �, - 3 aa A-I0 MASONRY: LuX 1. All masonry has been designed in accordance with ACI 530-02,"Building Code Requirements for Masonry Structures" o } and shall be constructed in accordance with ACI 530.1-02,"Specifications for Masonry Structures". g I ENO 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019.Grout shall 3 " �-Q 334 8G V X YWO CK M 6'2 mixed to provide a slump between 8"to 11". GLUEDANCNAILEC) N G U D D N IED ro ib' _ 3. Mortar shall conform#o ASTM C270 and be type M or S. PREENGINE RED FLOOR TRUSSES a P ENG ER FLOOR T 5 S a N x16' n G. P. 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units,Type 1,Grade N-1,normal `V weight,with a minimum compressive strength of 1900 psi(fm=1500 psi). I I I 5. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: -g " #4 bars-15"min. m #5 bars-16"min. U m #6 bars-30"min. p 4 #7 bars-40"min. U< p 6. Grout all cell containing vertical reinforcement in 6-0"maximum lifts.Provide cleanouts per ACI 530.1-02 in the bottom 1 4 I N course of masonry when wall height exceeds 6-0". _ I O "- 2-16" LVLI 111L ARf W L B OW JillI 0 0 0 A 9- 7. Beam reinforcement shall be continuous across control joints. J 341'" L 2-16 LvL WOOD: -2x1 /I/I i Q ,L 0 0 � `n °f 1. All wood framing has been designed in accordance with"National Design Specifications(NDS)for Wood Construction", > I U >L Q 2001 Edition. - _ - 0 0 I X - I 2. All wood members in contact with masonry,concrete soil,or exposed to weather shall be treated with an appropriate I'4'+` I preservative suitable to the exposure conditions. Z 3. When ACQ treatment is used on any wood member, all nailing shall be hot-dipped galvanized meeting ASTM A153, L Sx� 3 x1\1 I i O 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). 4 i x GLUED ND NAILED TO 16" 3/4" 14G VAN PLIrWOOD DECK X x U 5. All trusses shall be designed by the truss manufacturers registered Engineer. 2 GL IE D A NALE D I6" A-10 16" O.C., rYP, PR=FWGIIE LC OR TRL SSE N 2 w 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered16" .G.,1 TP. X _ Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors,the reactions 4 I I� Z V g in points n the manufacturer's license to fabricate trusses using the connectors stem proposed.The at all bearing p sad � ,.., � W Contractor shall review and approve shop drawings prior to submitting to the Design Professional. p X i O I-4 W 7. Handling and erection, including temporary bracing during installation of trusses,shall comply with TPI HIB 91. o 0 W I - '77 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. p 9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. 1 11 H 11 11 � 1 ill HT1 H H H L 2-2X10 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307,Grade A or ASTM F1554,Grade 36. UPTU ED HEADER UPTURNED HEADER 2xl - 2/2 3-2x10-/2/2 t4 11. All metal connectors which are exposed to weather or in contact with masonry,concrete or ACQ pressure treatment shall Ib L L tb LVL 0 be galvanized per ASTM Al 53, Class C,ASTM 8695, Class 50 or be stainless steel Type 316.All anchor bolts, L__ DATE OF threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. ISSUE 00 7-5-16 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. DRAWN BY: P � SNUMBER OF MEMBERS STRUCTURAL STEEL: 51ZE OF MEMBERS 1. All structural steel has been designed in accordance with AISC"Manual of Steel Construction"and shall be constructed in 51-CSAR WALLS: NUMBER OF JACK STUDS a EA.END - accordance with AISC"Specification for Structural Steel Buildings","Code of Standard Practice far Steel Buildings and NAIL ALL EXTERIOR WALLS AS SHEAR WALLS. NUMBER OF KING STUDS a EA.END AT ALL SHEAR WALL LOCATIONS NOT NOTED Y SHEET NO. Bridges","Detailing for Steel Construction", and have the following designations: 2-2x8/I/I Welded connections AWS D1.1 OTHERWISE,WALL TO BE SHEATHED WITH 1%" NOM.ZIP i GRIFFITH Structural steel shapes,plates,etc. ASTM A36 SHEATHING NAILED w/8d NAILS eV 4" O.C.AT ALL PANEL EDGES Structural steel pipes ASTM A53 or A501 . r7VECON[) RAt�ING � S-2 BOUNDARIES AND AT ALL OPENINGS,AND 6" O.G.AT ILA Structural steel tubing ASTM A500 SCALE: 1/4"=1'-0" 4 AT INTERIOR LOCATIONS TO BE FINISHED w/GWS, �4EAIDER LEGEND, 2. All structural steel connections and fabrication shall comply with AISC specifications. SHEAR WALL SHEATHING TO BE UNDER GWS. SCALE: 1/4":I'-0" REVISIONS 5-4-16 DOUBLE TOP PLATE 1- 6" SIMPSON SDWC SCREW HEADER,SEE AN FROM HEADER TO TOP PLATE,TYP.MAX 24" O.C_ ---- I i I I SIMPSON MSTA w/I5-10d, iATTIC I ACCES51 TOP At TOP OF TOP PLATE, TYPICAL JACK STUD,SEE PLAN I I L----J KING STUD,5E I DLAN TYP, STUD OPENING CK SIMPSON DSP w/5-10d t0 STUDS AND 6-10d TO SILL PLATE,TYP. 5IMP50N34"� x 6" TITEN ND 5CREW,3"FROM SLAB EDGE,4 MIN 2x 51 PLATE EMBED WITH 3" 50.x 1/4" WASHERS. �r if SLAB II r ATTIC FLAN. 0 SCALE: I/4":I'-0" AREA : 250 5F. t*o"2� 7"*rF. OFENING3 5TRAFFING. -� SCALE: I/2"=1'-0" u W Z 1 1 1 1 W A4 A A�(o AI 5 ooao= 1= oE _o_ aaD oD Goa1 3J 0 (2),Di aaaaa `LZ/ __ I 2'-0 3-2 -/I 3-2x -/Ifl I v I I H o I I 3-2)< /1/1ul ; x I CI` 1 \ Q I 2 \ ATTIC NON ACCESS ---- ---- - -- ---- ---- --- -i- � I Ul ---- ---- - -- ---- PEAK CEIL( Cs I (� — —F:AK CEILING I x4/1 I I I 1 I I N I x4 I 2-2x /III11 2-2x4 /1 M o 000000000 Fil- Al A E I BELOW— — — — — — — — — — — — --- - -- - -- - -- -- - (M� 3-2 0-flll -2 10-/1/l Ln 3-2x1 -/I/1 Zx4/1/1 O J M l4 I I Z �r UIZNa (P In cv Z- 4/1/1 --- --�--- ----- I 4r ---- '� 1� " NCM,STRU URAL 5 EATHIN DECKIN NAILS �i s ' w!6d RING 5 K NAIL a 6" D .ATP EL � EDGESAND I ERMEDI TE AND4" O.0 I O COMPONENT D CLAD DING E E STRI I � Z n FE4K, a CEIL U G x a ON -10 --- ---- ---- ---- ---- li PEAK E( ING --- A-9 O u 1z .STRUC URAL S ATHING EGKN NAILED H w/ IW_, 51-1 K NAIL e 6" O. .AT P4 EL ---- W U EIXIEE AND IN RMEDI VE AND O.0 A Q CO NENt AAD CLADDING EDW STRIP 3 Q , 0 �.. CV I I 4LLI M OL _ _ I ! -2 f0-/1/I 3 2x10-/i/1 3-2x -!I/1 _ °� 3- x -/1/1 Y e B i J e _ � - I DATE OF 3-2 10-/t/I ISS -- — —--- ---- ----- --- ---- — ----- ---- UE ---- ----- ---- ---- — ----- ---- ---- ---- ----- — ---- ---- — — ---- — -- -- -- ---- -- — — --- --- ---- ----- — -- -- ----- ----J ROOF LINE ABOVE DRAWN BY: OF SHEET NO. ® `� CsR(FFITH SCALE: 1/4"=I'-0" S-3 Q 1558