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Main Street 1335 i DATE: 03/26/02 N U 0z U a 1�7 O o UJU 1 , .4 _ NI 1 <t C�\\Q C) nft Beach RECEIVFD Planning nd Z�mft pepwW4" Illy L oval verifies so1*11attM so Opplle;OW �--- aO11M1, subdivision and OMW local Iland daralsptllent regulations, but dM amt Osnsttltlrte for the issuance of pennka• Con1pliaance `;; t�ttwl`.IC c3Ct1 �Pbtida Building Code and ap Odle►MVSC:able , 100K Mate and Federal .». �•;:; 4n'� -7 •�'1r�, MAN belrerifled b ignsture�t mantic BOCA wilding I prior Is Na --Perm! Ot a BgNdlly Appy By. Cromma; eve opm � ctor Dates�an,n �4 W I f ER S FECTIVE PAG ff BUILD SET SPEC ON MAIN5TREET - ATLANTIC BEACHI DATE: 57 03/26/02 23'31/2 33'81/2 N _.. - --- --- ---- - - -- - - - - ...._. - - ._.._ - - -_ - - - - - i C1C U 23'31/2 1 3, 1 196 - - - - - _ _ - --- --.- — I I ..._ - - _ — _ _ — _ — -- _ - - _ - - - --- - - -- - _ — ._ _ — — — — - - I � � �� I z u o `° . GARAGE I JLU m � (4"LOWER) N I I I I o -o sq ft p 4 Q 2- 1 I I I I I I I 4 SLAB I I N a& v 1182 5a ft N I I I I �--- I ( I I Z r -- - -- -— _ — i -- - -- ____ _ — _ - - - _ _ _ - - J 7(4" f I � PORC Er) 26 tq 1 L � _ _. . .. - - - - - ._ _ ._._ - - � _ _ _ -- - - _.___ - - --- - - - -- - _ - _ _ - _ - -- - - ___. _ _ _ _ � . I ► � � � � _ � � SLA13AREA I I I r - - ---- - --- - - - - - � 1568 56( ft i 16'21/2 4'6 12'31/2 58 164 ... 55' BUILD SET FOUNDATION rLAN PAGE SCALE: 1/411 - 1 FOOT 2 DATE: 57- 1911112 7'19'11112 3'4 12' 21'81/2 03/26/02 8'21/2 3'91/2 5'61/2 162 to 23'31/2 WINDOW SCHEDULE NUMNUMbFP, CITY 51ZE C REMARKS W01 4 NM MAK 55-W -FZ MUNrINS W02 1 6808 12-&GLASS BLOCK U Erne, taco.uw.. WQ3 1 2020 MARK 50-WHITE NO MUNr1N5 FROSTED-TEMPERED W04 2 3550 MARK 50-WHITE-WITH MUNTINS W05 1 4020 MARK 50-WHITE-NO MUNTINS-FROSTED-TEMPERE Q Cn I I N 7, LL 7 N +gyp yy L x�� TNR M36>? �` NR1A'10 W.SOtE W~�6.70 u— KITCHEN © `o (Ceiling 5bprd from 8' p C� c$ to 10) -t U 14'11x1010 O� r L!d 't �p Q m cv -� GARAGE (8'flat cciiing) LIVING 227 x 1510 r'LANr SHELF-Top OFEl (Ceiling goes for 5' - 10' CLOSET W 84"AFF - - - __.. _ 21'9x14'6 +� � PLANT SHELF-TOP OF 10'Flat Ceiling GL05ET 0 84"AFF �- o 4'11 1'9 3'6 9'4 2'8 N `Q 2'2 1451/2 ei PC* s ro 2' '10 1/2 351/2 46 2 /192 t 1/16 191/2 10'Flat N N 4' 3'C 3'4 Ceiling (a � C� A, N P N pCn CLOSET OATH (8'flat ceiling) S 5'x 6'3 13EPROOM y x rtt a�' ;v N `� (Cathedral Ceiling) �+ 2 105 x 117 ��5wrwraW LH _ CV CV N a +sae OC>� BEDROOM � N MASTER BDRM 01 i 0�9 (CATHEDRAL N 0) (CATHEDRAL-- CEILING) MASTER OATH CEILING) OG n- In 4' N 1111 x tall (CATHEDRAL r n1i x 12'1 r N CEILING) N SCHE ULE P CH 5'x 9 NUM E QTY SIZE GMT— REMARKS N 0) `J 1x4 — P01 1 50 MARK 50-WH E-0 MUNTINS ot P02 1 12070 1 070 PANELED STEEL DOOR �1 P03 1 3068 6 PANEL STEEL-POUOLE 130REP �y /' 0) 0042 2668 INTERIOR 6-PANEL 05 1 2868 6 PANEL STEEL-POUBLE BORED P06 3 2868 INTERIOR 6-PANEL P07 3 2068 INTERIOR 6-PANEL LIVING AREA �. D082 4068 PANELED NFOLD 1190 5q ft 9 1 6068 rAWLED EY]FOLI) 2'61/2 3' 2'1/2 2' 110 710 1111/2 51 416 2'71/2 98 55 16'4 5S FLOOR PLAN PAGE 13UILI) SET SCALE: 1/4" 1 FOOT -3-3-� m av-r `'1= DATE: 05126/02 - - _ - - _... _ _ _._. ._. - _... - ._ - - -- - --- - _ _..._ _. - I I U f I IZE I I I I I KITCHEN (Ceiling 51opcd from 8'to 10') ► (Ceiling Sloped pGd from 8' 0 I - __ _... _ _ _ ____ _ - �J _ �. _ _ _ _ _ _ _ _ _ _ _ _ I I I I I I GARAGE I .I I I I (8'flat ceiling) 1 !I = LIVING I I I I I I I PLANT SHELF-TOP OF �- (Ceiling goes for 8' - 10') _i GL05ET C418�F"AFF I I I I I PLAN" SHELF-I-Of OF I _ _ 10'Flat Ceiling CL05ET 0 84"AFF I l I ul ( I I � 1 I ! e i /I 10'Flat I C 1 I Ceiling CL05ET BATH (8'ceiling) I BEDROOM (8'flat ceiling)) ! (Cathedral Coiling) BEDROOM �� MA5TER BDRM I ~ I (CATHEDRAL (CATHEDRAL N I - r CEILING) MASTER BATH CEILING) � ! — ___. .._._ �. ..,,._ — — _ __ ..'"' '-" ► PORCH NG) I CEILIRAL I Y_ � � I ".�' f — (8'CGlling) I \ If I I ti i � i LIVING AREA a 1190 5a ft ROOF P[TCH [5 7:12 --s ALL INTERIOR PITCHES TO 6E MAXIMIZEP ROOF PLAN PAGE DUILD SET SCALE: 1/4" = 1 FOOT DATE: 05126102 ,x U Cortr avow LU Ll � 9PTefFvercr7=7 � KITCHEN 8? o I (Ceiling 5k*cd from S' c f U ) O r y iGARAGE f I (8'flat Ceiling) / LIVING z � r✓ �'-`- _ _ r PLANT SHELF-TOP OF CLOSET 0 84"AFF (Ceiling goes for 8' - 10') / PLANT SHELF-TOP OF 10 Flat Ceiling CL05ET 0,54"AFF � f _ II • . - � ._ -rte �-- - ``~ _ "�' � y ,rte'.. �_1 � �_ •M � 1 ! W r � 10'Flat Ceiling f i CLOSET r —" — � — ._._. — BATH -�— � � (b'ceiling) �. (b'flat ceiling) r� (Cathedral Ceiling) 1 � _ ......-_.sn.w.r�ra � �} ctrl ✓' \•� 0 u o BEDROOM ase MA5TER DORM (CATHEDRAL (CATHEDRAL tic CEILING) MA5TER BATH CEILING) CZ (CATHEDRAL PORCH CEILING) (8'ceiling) w+ obi � LIVING AREA 1190 50[ ft FIRST FLOOR ELECTRICAL PAGE E UILP SET SCALE: 1/4" = 1 FOOT FRONT & RIGHT ELEVATIONS DATE: 5CALE: 1/4" = 1 FOOT 03/26/02 N -44 CIQ if C\j C] U 3 N cca (U O O U W �J T� U - o ® ® 0 I LLL dr , PACE E3UILD SET 6 J-335- M ai i-� REAR & LEFT ELEVATIONS DATf-: SCALE: 1/4" = 1 FOOT 03,26,02 U I L- -1 --------11 111 (x,7 3 CV �0 ro � O � � cn Cfl N � \J 3 ,L V auMr O err f o D PAr-Irm 13UILD SET 7 13:36 ry)a�L v, st 57 23'31/2 33'81/2 - _.. — __._ - - - _ - .- - - __. - - - _ __ __.. ...._ - - _ I _ 23'31/2 in 196 r _ _ _.-.. - - _ _._. _ ._.._ - - - - _-___ _ _ — ____ __._ _ _ _ _ — _ — �. _._.-. ..._ _ _ _ — _1 w, . . --- -- F I ov\ , rtaCt � ()air S ' � �°i"" r`08�{� ti✓/ I q�'`1 q -- I I GARAGE=. (4"LOWER) 360.a f I I e N I I I L _ ._ _ _ — _ r - - _ - - - _ _. .._. , ._. - - - - - _ _... _J ' I SLAD 1 2 1182 5gf1 r � _ ' I LL,L - - .- - .__ - - - - - - __._ ._-_. — _ � " I to I I LOWER) 25 6q ft SLAD AREA 1568 5ct f t 1621/2 4'6 12'31/2 5'8 164 C O rY1 GYete NOTE: UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL. SETTLEMENT. HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL BE RECOMMENDED BY THE SOIL ENGINEER. IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING- s _ THE UNDERSIGNED (I.E. ENGINEER) WAS NO KNOWLEDGE OF ANY SUBSURFACE Lot 3 2Z17 (- fA.C• NO� SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A• MAXIMUM BEARING PRESSURE Jy\ OF 2000 PSF_ IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER ~FLAWING NO. THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED 17RAvM BY. ApPR00. SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS APPROVED BY: LJG Ger No. (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED t� I LOUIS G" RI p,E, PRIOR TO COMMENCING WITH FOOTINGS WORK. SCAM AS NOTED 14 11-7 (A Z. or Y - — ,.... _... .__.. .. — — — ._.... ._... .w... ____ ___, — __.. — — — _.__ _.._. — — — — i I I I 10 i I I M)q Z Ctilzxw i t I I I I I LiVIP1G ,, • I _ I KITCHEN r (Ceiling doped from 6 to 10') I & I I ! ► ( (Ceiling Stuped from 8' to Iq l___J I I I I I / I I I I ( GARAGE (8'fiat ceiling) I 1 LIVING t I PLANT SHELF-TOP OF ' . 1 I I I I �CLQ5ET 0&4"AFF (Ceiling gae5 far 8 10) I I 1 _ V - w. _-.. ___ _ �.� I { PLANr SHELF-TOP of I f I _ 10 Flat Ceiling CLOSET 0184"AFF RY Flat 4 I Gelling •. I N i / I •` _. CLaSET _ _ - __ _ _ BATH I \ (&ceiling) _ZY (8'flat ceiling) DEOROOM I (Catlwlrai C611g) ► �] / MASTER 13PRM DEOROOM (1 f` (CATHEDRAL (CATHEDRAL ti\ CEILIIG) MASTER DATH CEILING) I (CATHEWAL I ,^� I I ( GEILING) (A) t I I b TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) THE SHEAR WALLS TABLE WAS ESTABLISHEI) ASSUMING THE FOLLOYANG CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE. A) WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS: ------------------------ __ I B) GYP. BOARD TO STUDS NAILING SHALL BE 5d k 6d COLLIER NAILS FOR 1/2" do 5/8" THICK BOARD RESPECTIVELY. + beeL- eA cd'A , fry j P C) SOLE PLATE--CONCRETE SLAB ANCHORS SHALL BE 1/2-ox Io' LONG "J—BOLTS" (A3o7 STEEL) FOR EXTERIOR WALLS OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. .Svr� Cott �(et jPAU—C1yt 60 0 0-G r 03 S u-� L�.�0►► REQ D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING I II I I C ire v (&, b 7/16" OSB SINGLE 6" / 12" 60" O.C. II I I (BLOCKED) I II I I n I III i I ---------- —_-___ LI NING — i� I I II I I FLAW 5F a.P•TOPOF ® 7/16" 05B SINGLE 4" / 12" 60" O.C. 0.05ET Pa4'AFF (Geilhig goc5 far 8'-101 • I (BLOCKED) _ry l i 4 4 i I I nAaaap.P•rOPa � I I toflat cuW IXA6Er044'A I I ADDITIONAL NOTES: I I I L J———_-__——`__—`————__—— I i�I 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE ' I b 5 c e "L3 ;` _, BOLTED PER DETAIL 'B' ON SHEET # 10 ��dG10— i I aaser I 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL Furs • cor "°°"v ,' I `��""D BE BOLTED PER DETAIL "E" ON SHEET # 10 . I I �tl 1'�J ————__—_ � _____ _j 3) ROOF' TRUSSES SHALL 13E STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON-- 10.SCHEDUTING E "A'SIMULTANEOUSLY SEE WITH UPLIFTFORCES.WILL BE ADEQUATE TO RESIST SHEAR FORCES i c[AnwRAr. "MK VAN I 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC--'91 FOR BOTH EXTERIOR do INTERIOR WALLS HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF 12 SPF GRADE OF LUMBER FOR . it WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT L()�, 3 ��( '1 [7 �`` s^;� �,, p C. NO. CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOL.DDOWNS AND TO STUDS OF 1 ' ti t M4 _ T — —————————--—---————--• FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONEDw4tj wi I 17 ABOV1 pRA;1NG NO. n ———— ——— 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED DAMN By. APPROV(6 ty. LJG 4'rax f„ AT TOP do BOTTOM AS SHOWN ON DETAIL "A" ON SHEET #ID APPROven ay. � .SHEET NO. DATE: N 10z. LOUIS G BRIE P.E. 6) LOCATIONS CLou9C-.fl As s"M 1s5, 5TRf ppC- 9 PER �DCxfA(L "C" of SCALE: AS NOTED of SHEXT A1C) �✓ �- r h ea SCHEDULE "C * �� ROOF TRUSS froof9 per shoot#q pNEITOM CRITERIA _ RECOMMENDED STUD SIZES AND SPACIN -- WALL PLATE HEIGHT STUD SIZE SP CING ; I 1. ktve Loads 8'-0" THRU 9'-10" 2x4 18" Roof.....................20 #/Aq. Ft., Floor..........._.... .... ..40 #/Sq. Ft. ,. 10'-0" THRU 14'-0" 2X8 16" q 2. �_ + 11 - •.r " L, d I,os s } •�'� -,n. 20 go, 24 long twist d strop 14'-•1" THRU 18'-6" 2x8 8" 1 Three Second Aust Wind Velocity Per 2001-1?T3C._.„..120 MP1i L,S�Ff'�y�:".r CEI`(ERAL STRUCTURAL. NOTES: " I I (Importance Factor) -1.0, Wind Exposure" B" 19-0 THRU 22'-0" 2x8 2 p 2x10 2'• ACPi= (+)Gr(-)O-lB ( Enclosed Building) . SIM(�SON, 1) 111 IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE NTH ALL " s RE%IREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF PER 8 GATOR BOLT I O(i ECI(tJAL CO�NISTRUCTION AND OCCUPANCY. ALL CONTRACTORS SWILL DO THEIR WORK IN CONFORMANCE ** THE PLATE HEIGHT REPRESENT THEVRRTICAL 3. Components & Cladding Design pressurest UNINTERRUPTED SPAN LENGTH OFT STUD, Roof (Ari here) 50.1 Psf(Suction) 23,7 Psf(Pressure) ('L)Cg20t"-SImpsot� WITH ALL APPLICABLE CODES AND REGULATIONS. � 4 , IF HORIZ. CONTINOUS BRACE CAPABI OF TRANSFERING Wall (AnywheT:e)a 34.7 psf(Suction), 25,9 Psf(Pressure) '( 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SWEAR WA LS DO S EXIST, STRA-Pt TO COMMENCING WORK. THEN TTiE SCHEDULE SHOWN AHDYE•` DES NOT APPLY. o GATOR Sols 3) C NTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERT'S, ANCHORS, AN ES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D" +` BE REOURED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS, i FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BFA NC WALLS r , 4) TI ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) THREE 3 STUDS RE RODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER OPENING WIDTH IN FEET _ ) r�rr�►p ,.a•r ", } t ,.•,'� THNTIN CONTINUOUS 5) XL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO 3'-0" 3'-1" HRU k-•0" I 8'wl" THRU lc-0" t+ '?'r?;Y: + ,r'• r,• / SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK ,,• P.A 51,"SIIAP,Od Mf}LI.ES� EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL * (3)-2x8's (3),-2XIO , (3)-2112'9 EXTERIOR WALL OPENINGS I t�01,�_rIO(Ar-I CONCRETE SLAa 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED JAMB ** USE TWO(2)STUDS OF THE SAME QE&,AESE OF THE WAIL WN C;NSI MEED STRAPPING 0 TOP & BOTTOM EXCEPT AT �y FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING o GARAGE DOOR & OTHER LOCATIONS SHOWN CD IDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, * TWO (2) PLATES WITH A 12" PLYWOOD FT ER MAY BE USED gS'EAD OF THE THREE (3) PLATES MENTIONED BOVE:q ON SHEET #q OF THE DRAWINGS 7) 17 IS THE CONTRACTOR'S SOLE: RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND *s STUDS SHALL BE CONTINUOUS'FR TOfiPIATE5 TO SOLE P Al S. (N.T.S,) 3 •� , ,4 y; ;,V r - . y r. a SE FNCE TO INSURE THE SAFETY OF THE BUILDING AND R'S COMPONENT PARTS DURING ( „ • ,! ,•, ••• r Co STRUCTION NOTES: s Detail "B", Jamb strapping CSN�tET�: .. PREZN01NEERED ROOF TRUSSES t O p �C Batt, p g 1) CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF 3000 PSI �91� OATOR NUT COMP ESSNE STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. Detail 't C" Jamb stropping b f 3"x 3"x 1/8" r 9" 2) F TINGS SMALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATOR WASHER ((�,T.S,)) Q t;Q p & B O t t STRUCTURAL. FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM I ; DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 IL) BELOW THE BOTTOM OF THE FOOTING. (. HURRICANE STRAPPING PER 31 BEARING MATERAtL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, SCF, "A" ON SHEET # �d U4ICH WILL REOUIRFO PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE HEARING N,T. LEVEL SOILS. AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 4 TABLE 1BOB.1.4 IV I PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) %HIND-BORNE:DEBRIS PROTIECTICIN FASTENING SCHEDULE 4)jf�1113FORCIJNG STEEL SHALL BE ASTM A--615 GRADE 80 STEEL CONFORMING To ACI 301, FLORIDA'BUIL-DING CODE—BUILD114G: .'4 DGR W06D STRUCTUHAL PANELS 15, ACI316 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 1/2"d GATOR BOLT 5) CONTNUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE I FASTENER 4' i FASTENER SPACING(In.)t"2 PER SHEET I SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS 0 'ERWISE NOTED. TYPE f: 1.', 6) TF E MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 In, MIN. FOR REINFORCEMENT. I j Panel Span•-S 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span �Y q S'iP�1L SU 9S 0 It} FOOTINGS (10 MAIN REINFORCEMENT).....................3 Inches <4 ft <B ft t 8-ft OATOR COUPLER L V0-C SLAB ON GRADE.......................................................CENTERED 2 1/21/6 Wood ScreW3l 16' 16 12 TOP PLATE 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0"AROUND CORNERS OR 2 I,/2 98 Wood Screws ' 16 16 l6 12 OF WALLS CO 7NF.R BARS WITH 2'-0" LAP SHALL BE PROVIDED, �_D.yublo-ffead;d: -•- -,• ' RIM JOIST OR FEAM Nails ;! 12 6 4 _.� /(��Og Ia 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT 1 REINFORCINO STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES Sl: 1 Inch-4254 mm 1 FoatlO mm _ NJ L To 6 tUr)t W �— SHALL HAVE ENDS WHICH ARE PLASTIC-TIPPED OR STAINLESS STEEL. Wc, CgvKYv►IM La dN Q.1 9) ALI. REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR Notes: !� S?Aa_ fe,1r S1rkecly_ DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED 1. This table is based on a�maxirnum winds eed of 130'mph 58 m/s and mean roof height of 33 feet(10 m or less. WaQQ �,`( D F �,� .+ � USE L.STFl 3L."51At�JONI s�Rl�(� OTF.IERWISC ON THE STRUCTURAL DRAWINGS. p p ( ) 8 ) 2, Fasteners shall be Installed pr• pposing endsof the wood structural panel. 1/2"0 GATOR BOLT 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 3, Where screws are attacked to, Masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal ca ac. PER SHEET L} FOR CONCRETE"ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURPL CONCRETE P 1 FOR BUILDINGS" ACI 301, fly of 490 lb(2180 kN). L" GATOR COUPLER POSIT STRAPPING 0 TOP 4. Nails shall be IOd common OTA 12d box double-headed nails. CORNER DETAIL MASONRY - ( I (NTS,> N,T,S,) 1/2"b GATOR BOLTS SPACED I 1/2"a AATOR BOLTS SPACED I EXPANSION JOINT 1) C NCRE7E MASONRY UNITS SHALL BE ASTM 090-75, HOLLOW LOAD SENTING CONCRETE PER SHEET ya ADDITIONAL STUD WAW PER SHEET ra ADDITIONAL SC'- F0� MA ONRY UNITS, TYPE 1, GRADE N-1 NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH J( I A f I RECESS SLAB 3/4"x 10" WIDE � O � �p EXP, BOLTS M Y BE NEEDED PER EXP, BOLTS M BE NEEDED PER 1, 6"x 6" OR 4"x 4" POST OF 2000 P51 ( f ' m = 1500 PSI ). #4 R SCO I AT GARAGE DOOR � 4 n1) SHEAR WALL TABLE ON SHEET l' a' D SLAB w exexl0, tD W.W.F. SHEAR WALL TABLE ON SHEET Ia GATOR BOLT SMEM USE ABU ,''Slr>� dnN° 0T C / I 1 I 6x8x10/10 W.W.F, EPDXY OROU7 �1ne�� p P 2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S, I (` I� INSTALLATION INSTRUCTIONS f1AG)1D(Z STUD WALL " '•�.% - r' A' '� 1)q TE&MIN THE TApIINO Po1NT MQ MARK[VIER TH[ { 'j"•I ' r ' DRILL 8" INTO CONCRETE 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH I ,+ . rdyM EDGER ao�T 100APONS AIJR to CON0 E19 POUR 1 1+ ,�' 6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX, 18 In. O.C.. I "S rr v-eolT�' Aft uttD DR BOL 6QCATIpNe DIRECTLY 8000/10 W.W.F. (Z... ON THE HARDENED CONCRETE IF IFOXY ANCHOR 8061! 8 MIL, V.B. OVER ^LEAN, I ARE USED, POST STRAPPING 0 BOTTOM WOOD FRAMING A'WELL COMPACTED IDEATED FILL I I � CONCRETE FOO NO 2)CORNER LOCATION3 SHALL.9E PrR DETAIL-L' ON Trus <N,7 8,? 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL ROt VERT. ON 4B" p, t AT CORNERS. I w,:+%:" 1 / SHEET. DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 'Y r•;' •.: I P 0 S STRAPPING A .I; RT. ROOS SHALL BE H(X M B INTO ( + .• W _ 3)INSTALL COUPLERS.WASHERS k NUTS WHERE REQUIRED " Al PER DETAIL J"ON 71413 SWEET AND PER MANUFACTURER'S F'COTINCS ® BOTTOM AND 1Z` INTO SLAB w? •I —'''rrt4,"� T' (2) 13 CONT. HOOKED I TURN DOWN SLAB DETAIL BOLT RUN DETAIL TYP RECOMMENDA710N9, 2) STRUCTURAL WOAD MEMBERS SHALL HAVE THE FOLLOWING MIN, DESIGN WALLIES: — :I. TOP. FOR HORIZ. REINF IRI.EMENT, USE I TTT '' do 71ID AT CORNERS - --- - TOP BOTTOM �T SAWN LUMBER LAM, VENEER LUMBER -"�—� 5 go, HORIZ, JOINT RE•NFORCEMENT 4'`` MIN. 18" I ® GAL�AGE (N•T,S,) (N.7,S,) FU 1120 PSI Fb m 2,000 P51 4- -VIN 18" O.C. (MAX.) I - Fv d 90 PSI PV A 283 PSI :;Ay•*•h�..''`'.M r. _-rl' Fel = 565 PSI E 11900,000 PSI ** p 48" (MAX OR •• Fp - 1,455 P51 CONS L7 NCINEER ,d'.•.'+ >:'• •:, E - 1,600,000 PSI ' I BLOCKING REOD. 3) ROOF & WALL SHEATHING SHALL BE 7/18" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 16"(W)x 8'(H) CONCRETE FOOTING I TURN DOWN SLAB DETAIL I BETWEEN OUTRIOGERS SPAN RATED AS SHOWN ON THE DRAWINGS, REINFORCED W/(2)-#5 ROOS CONI. EXCEPT GARAGE I 2X4 MOCKINQ 0 SHEATHING JOINT 2x4 OUTRIGGER 4" FROM GABLE END a 48" O.C. /-HURRICANE CLIP ti-2,6 OONT, 2x4 SCAB FROM TOP TO kE I U-HANOER OR EQUAL 0 48" D,C. BOTTOM CHORO TO SERVE AS NAILER TYPICAL FOUNDATION DEVIL 1- -•-- -••-- --• -- -- 7/10' sTRuoTURAL RDDr sHEATIBNa 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY,, CONCRETE 2x4 BARGE RAFTER CONT. FOR X-BRACING rA B' O.C. pppVlpE OLTP FOR 4qo Ins, OR SOIL SHALL BE PRESSURE--TREATED. µ �� r w ~6XBXIO/10 W,W,F. OF LATERAL SHEAR SHINGLE STRW BOTTOM CHORD OF COMMON d , TRUSSES 0 24~ D.C. 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SURER FOR EACH - �� ' r t' i FASCIA BOTTOM CHORD OF GABLE APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPEp GALVANIZED TO ASTM f .,�; "A•r' '•''y r — I 12d NAILS 0 V O.C. END TRUSS A-133-80. rrL tr ¢ + h.. r ti SCHEDULE, 1'`.4.•FrI ' rr I 2x4 BRti � - "', 00 D.C..0. ��TOP CHORD OF DABLE END (J) 12d NAILS 6) ALL METAL. CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AlS.C. SPECIFICATIONS. � (2)-15 ROOS CONT, I I TRUSS DROP 3-•1/2' DOUBLE TOP PLATE FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED TO ASTM A--153•-80. ROOF TRUSSES STRAPPING 5 HE E TO TOP PL/TB 21w0" OF BEARING WALLS (PRE-•E GIN RED FRAMING) IB"� 2x4 SCAB CONT, TOP TO I MAK " 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. DorroM CHORD a B Al I I OPENING -- INTERIOR STEP DOWN DETAIL FROM GABLE 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY IBE SPF 12 TRUSS No. OR UPLIFT TRUSS TO TOP IN$TEhp OF SYp 1 2, DESIGNATION y (Ibs) PLATE OR TOS D TOP PLATES TC FOOTINGS — — -- - — — — — — -- -- -- — - - I CANT, 2x4 BDAB FROM TOP TO 7x4 BLOCKING 0 48" 0.0, 9ETUEN oATOR HOLT 3C PLATE SHALL BE gO7TOM CHORD q X-OR491NO BASLE END TRUSS AND FIn97 (PRO`ADE ADDITIONAL ax 4'a AT COMMON TRUSS. ALL rnus3 EN03 „ ► ANCHORED 70 SLAB W 2x4 SCAF3 IF V>`R7 _ • EXCEPT ONES Q� LS�'I2,, I �, T/r#OATOR UOLTS AC".D AS h / VERTICAL IF HI ER THAN 4B" `(T� S 2x4 STUDS )/2 d GATOR BOLTS SPACED WEB IS NOT PRESENT I I TO FORM AN% SHAPE) OUTLINED BELOW AHgYM on SHEET/ CONT. 2%4x8' 2 *YF, LAT SChI PULE "l3" - MISCELLANEOUS FASTENING SCHEDULE rwlsr srIZ/� 0 18" O.C. PER SHEET #q ADDITIONAL BRACE w tq�o.c. : I,, CONh1 CTICN FASTENER NUMBER OIR SPACING EXP. BOLTS MAY BE NEEDED PER (3) 12d NAILS(TYP) I BOTTOM CHORD OF r�S�� ' ISOMETRIC VIEW 9 ' -- _ �! F 6X8XIO/10 W.W.F. SHEAR WALL TABLE DN SHEET AT X-BRACING (3) 12d NAILS ,�l I QABLE END TRUG9 \ SH LATERAL EIRACEI17 1 n �/2~�DATOR aaTe Ac:D AS �� GI, �I -TOP O SOLE PLATE TO STUD. END NAIL IOd COMMON 2 T'4 SIM Nr sH +ON sHEEr/.� �� ASLE{END TRUSS 'L STUD 0 SOLE PLATE, TOE NAIL 8d COMMON 4116 — (s)-2x4 TOP PLATE ti� PLATFORM FRAMING-'4 "(`o tNt � X10WIDOWIJ SI'Vgy r DOUBL STUDS FACE NAIL 10d COMMON 24 O.C. I tI ,r e I " r x. ,r'y'a•, •moi ! ' CONT. 2x4%8' 12 5YP LX)UOL TOP PLATES;FACE NAIL 10d COMMON 16" O.C. (1#� tL.1 T20p, SlM SOf3• r, .'r '.'"` LATERAL aRAGE d •dy�.0. 2x4 SruOS 016" o.0. P -:::r,.•..,i . j;( V ( ' J CAD FILE ' ME TOP P TES, LAP AND INTERSECTIONS FACE NAIL - 2-Ied OR 3-I0d COMMON „ -" W ,1 '4.!4' jam:"+' '-,�- 2x4 BLONING 0 24'O.C. CONTINUOUS HEADER, TWO PIECES IBd COMMON 16" O,C, ALONG EA EDGE L�0a MT�,�WP pfJr 1 ' ; (2)-15 RODS CONT. BE M7 EN GABLE &FW57 T USS LOT. 9LY. Z2I A , ,_ NIA_ ' f +�"� CLIP 0 46" 0,0., CLIP MUST $1. •: *r TWO D_¢r PAFtTiCLEBOARD SHEATHING; G 55 f 1 PRgVIDE A MW, 4O0 Ibe OF SHEAR _ ROOF -- 7/16" OR GREATER 8d COMMON B" 0.0, [DOES & DRAMNG N w B" O.C. INTERMEDIATE 3656 NGT-� 51 QN,T INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING _ WALL - 7/16" OR GREATER 8d COMMON 8" O.C. EDGES &.+ r0 TI OL1 N I NnrE _—.... ._ CABLE END DRAWN BYI APPROVED BYI r K 12" O.C. INTERMEDIATE G 85 Ut1BRACEO LENGTH OF X-BRACINO MAY l APPROVED BY: LJG ` HEFT N0. FLOOR - 3/4'•T&o PLYWOOD 8d COMMON 8" O.C. EDGES & y. sEE TRUSS BNoNEERINO qY• ALPINE FOR TRUSS DESIONAVON. r MISC. FOUNDATION DETAILS G NOT EXCEED 10 1(,. IF LENGTH DOE$ F , 12" O.C. INTERMEDIATE P iN.7,a) EXCEED 1G IL, ADDITIONAL SCAB I�REO'0. DA'IE4 o 2~ LOUIS AU l i� lila 2 BY WOOD BUCK 1110 x 11/4' MINIMUM EMBEDMENT OR 11 3/16' PFH TAPCONS WITH 4.563' 1112' MIN. EMBEDMENT (TYP) N 6111fS WtL K INSTALLED ONLY AT L9091S PROTECTED R A CAVY OR (2) PER HEAD JAMB OVEVN6 W iMI R WE KIVEEN 1K H9 flF CM1 IN OVERHAND 10 SILL IS LESS THAN 6 DEGREES UAB3 MIi IS INVALLID IN 1/4' OAP MAX, 0-01ARE AREAS 0919 MIT AND THE AREA ARE KUD 10 ACCEPT VAiER VURAi10N 150' rajxvlf�13 hfEaO r R[dJIREI�lHI IS h01 iXEDED 1 Positive Not Approved +1&0 ps 0 N i A r xjApsf � � e MATERIALS LIST 1119 Na DISCRIP116N PARi LIBER CO MENES VDOD NfAD JAMB EW-12 I /4'x 4 16'M1L. TO BE W OO CO9PRESSION VEATHERSTRIP A (R N O o veno-v EV-10 /4' x 4 'MT. jLK V FIXED 1HRESH111) 1 , 1f�CHANNEL EW-OS ' f31 11/16' INTERI�R19 5/l6' '' ' � ' ' ' EXTERIOR © SE f KN 26 0.(.011 +.002 -.000) IOIIgIIfI�GIR6)IBNI MAX ; i A BASF FOAM - DENSITY 2.0 1112.5 lbs/Ft' ' © BOTTOM CHANNEL VOOD LOCK BLOCK EV-08 1, VIOE VOOD STRIKE STILE EVAI 111/16'X 15/16'X 19 5/16'HIL. 19 BE 01) I,1�5: VOOD HINGE STILE EV-06 I IIll6'X 15/16'X 1 S/l6'HIL. EO DE V060 LOCK FILTER PLATE EV-09 .050 THICK PLASTIC 0 ' ' EV-15 .091 THICK(STEEL) ® O VOOD HINGE JAMB I I/4'x 19/16'NIL, TO BE VMD O 110 x 3/4'VOOD SCREVS (4)SCREWS PER HINGE © Y 0 x 2'FJLW.S. (2)SCREWS PER HINGE 1Mid O 116INS VARN1)w I V('HVI R 01 uan KIM m 1"lu auM ppppOVEDASCO�EN ' P(H I IB N NI m Y.tul KI 119MI 1.251111 a /¢,yosa Q YIO x 3/4'F.H.W.S. (2)SCREWS PER HINGE & 9O YO x 2'FJLV.S. 2)AT EACH STRIKE PLATE pNoo�t o 0 LOCKSEi VIKSET BRAND 200 LOCK BUVODA ���E�0 A�Ip�iCENO. 11-0111011111 11M JD2 BY WOOD BUCK fyVllryi�S(U�d,[lf iDpl ,,�f oInfGph i HODIFICRTIf1NS K JD (limit.it.LKf6S i, 9,!P W�1 11.1,EA 'ADDED Pf ut ° .n„ RS JC 4 �Iralll(J.ICL,1) J•ii•Su . _ � 112, fSVlf i�+S OpIE BT x 11/4' MINIMUM EMBEDMENT OR BT M11 - - ' N1 Y�fll) 3/16' PFH TAPCONS WITH RNRNU MIA I 1/2'MIN. EMBEDMENT (W) 31-101 —EW INSVINGA(2) PER HEAD JAMB 911 L�ff11`10PI1fSKR6,KS 661[2 SHEET R OF 6 _ DOOR CONFIGURATInNS �VISBYIffI►fq C ss v.•M.x . 1•MAN A-MAX 1•WY ]• MAN /•MAN IA- ]'MAX 7-M,N INTERIOR MAN NDN MAX lao"MAN 1 rwx"1I I 11 .-1 L-/-MAN 15" IS•MAN AN 6C MAX 37 1/2'MAX Ve MAX I� MAN l5'MAx 75 7/4• aG I6 D II MAX 2 1 / 9 IU a 16 90 11/16' 015•MaX SHIM MAX 22' MAx 6 i2 19 MAX QC- nLa � IB 15'MAN ` •. _-. �� •1..• -••. MAN ]] 1/e- ]'• •. :i.. 1•MPx A' MPx • I5•MAN /•MAN A 9/16" ac. ]14-•MAx 16 MAXI r I/'—il I1_ J•M,Y 7"MAX MAX 1 X M,N MAx 6'MAY I MA I ` 2 / ]• MAY ] MPN /•MAN 15"MAx 1•MAN_J L ]"MAx O.0 - 9 1•.4Y � a �•MAN — _ SCE CLAZIMG DE ra1L MAx is,MAN o-- ac > 6 x — EXTERIOR 17 iL oMc. d nn O WN 15"MAN ]l 1/4' - - SECTION A A MAN {5'MAX a� T-4 x INSWING OTHER CONFIGURATIONS MAx•-71�--MAN I GLAZING DETAIL 6•MPx ' ]•MAY 6B ]/.• 1116' ]•MAX 6U VA' Max 97 1/2" PY /• MAN Sr�RvIN ViLLIAMS 850A 26 MAX I.MAN EXTERIOR GRADE LATEX CAUI,X XEXTERIOR uNn�Ixtss rrolto.Alec, DEC N6 txrA115 n LPi ESS iUflu,Sra Cgit 10.'1 c Y0E caws MWICAl� �p 1 N AnpCn YA6C 5(mm arHLW$) rl ..F D�a cv/PLr.Ha v.TTH THE LTR REV S N✓S MIE 0r INTERIiD2 APaF.WzD AS CC;.1.-•L71Ma V%1 Di•THE IgIL alfa XP[L I1dC qL wo m¢vs m ure rxAM[s N AN Ar•�H f•^ 5 QOE P �� � � ,.p T�Tf/ Q9 Stx1rN:Vr�►pA�u71 ua6asutBsxpnmaxLimz q AoomKaamrmriaxArws DY•r PR MDHR ENTRY SYSTEMS 31—1020JRY:.I 1�2' DATE Jure UNGINEM GLASS BITE 29 � - 'L ' PRODU cr, OtaNmsla°I 911 G lurtRJrF1 a� R M ENTRY SYS 31-1020—EW-1 PROs CT TNOLO=ON a1rrS�xtG,KS 66762 SHEET 5•pF_ BOR.DIN000DEGDUPw]Icear:rce em HTUYN t srEEr 2 ar 6 871LOINa CODE COrYpuANCE O:FlCE - ACCEPr"rICENO d1—A'3 r4-/q 1/B' TEMPERED GLASS A11(1$6Ai-t>rrgi. ; rTVlsml IIII[T E ACCEIxIANCENO. i Kkrn F"ro uct RatR*U�-_q R,"rfectnve: Marclb _`11)9 2007. PRODUCT--INE RA7"LNG / si13 KEE(in) IV140/50—Sr +30 -35 53x78 Standard single hung +30 -35 36x96 M-40HP/50HP—SH +50 -60 53x63 High performance single hung +SQ -SS 53x76'/4 +35 -35 53x96 TW--SH +50 -50 5308 Tilt sash single hung +35 -35 53x96 TS—SH +50 -50 53x96 Tilt thermal break single hung MP—SH +70 -70 5308 Impact single hung RW HP +35 -35 127x61 High performance horizontal slider RW XHP +55 -55 74x51 Extra high performance horizontal slider +45 45 112x63 M2/3/4/5 SGD +35 -35 4065 panels Standard sliding glass door +30 -30 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-1/2" Sill !82/3/4/5 XHP SGD +55 -55 5080 panels extra high performance sliding glass door 2-1/2" Sill T 5' wide panels not available in MM-5 Revisca: 04/04/02 CAULK BrHIII0 WINDOW PIII �.q V111OgV 11,C) RAg BY f111Ci-- 98 SCBESCREW1gS1ALaTlpp ANCI+OR � L11101) LUCK AUC11g14 CONCRETE 0k IIASOHRY _- ll BY 01t, CAULK -- --- - -- - -- 3/16' DIA. CONCRETE OPENING BY OTHERS I-I/B"RHI EIIBEDHENT ---[-.•� .may_._ CDIICRETE OR MASONRY 1/4' IIAX.-..C- - CAULI: BErlhlp VII10g11 EIII SCREW ANCHOR pONCRPENIE BY OTHERS 1- T �•�`~ - SPACC• �{ BY gT1lER5 -•CAULK HCLVCCII vpUU BUCK E51R11 AS RCO'D,AT CA.SET CP IIISIAGIANtl11 Au(NURS US)N.LOAD B"Rlt G,s11M5. IIAx 7W0 BT FRANMIG / SHEA THIIIG & MA SONR'I OPENING BY 07NLR5 SIKH AS RCO'D. nLLUVAFIC S++"H TTACK BY VEIDD Tq BC 1/4• uLC SMNIS VIICFE $Pn([GREAT[R IIIA)11/16'I$PRESENT 1-1/4' 14111 21 DOUR HATCRIAI AL011111U1"ALLOf bO67 �BUCIC llY GIVERS - BY OTHERS • II YP.)-1 - BEARING SHIII /� BU OC Of 0T14ERS 3) 910 SCRCII 111STALLATIpN ANCHORI 1NSY jr Or SUrritItIlT LCtIDII i0 ADREVE III"1 [1"DE OiICI IY EIIAEDIIEFlT II INSTALLATION gIIC11tlR of hl/B'INTO TV0 BY WOOD BUCK.CGICRETE TCa[V aNCHOA$AY SILL)WST BCW UPI'IC ICIII ,,�'� _ _ RIO $CRCV (JYP.) INSTALLATION ANCHOR CAULK LETT/CCN HASOIIRY LCNGIII TO AUq[VC)Ilrt EHEC DHG+T 01'PI/J•INID IIA$DHRY OR CGI[RCif S ' •^ W R10 SCRCV<TYPJ OPENING & Wool) BUCK 4, NA%ALLOWABLE S15ACIII6 BETVCCIt BID SCR[,/rNCtIORS AlCC.PAX, 1p COIILRE 7E SLRCV AgCLpRS 18 DE 24' C �)rll LOAD REp'0. BY OTHERS 51 USE LAIC/CAULK OR EOUIVALENY FOR P[RU+CTCR SEAL AROUND CXTERICIR OF OUdR BY(ITHCHS. BEARING SHIN SLID111G GLASS L)OOD BUCK ANCHOR 6f Ir EKACT DOOR SIZE IS NUT LISTED fit ANCHOR CHAR, ULE ANCHOR OuAhTliy LISTED VIYU t,CKI 1/4'11AX- pgpR FRAME 3/16- DIA. CONCRETE LARGER IIZC,FGR TH[APPROPRIATE OCSIGI"PF[L SDRC FCC.D, SCREW AtICHOR BY n1+ERS 7) fOR PpG:E( DDDR SIZES USE OCLORS it,t BY PASS 1GGR SIZC 6 COILFMURATIOn Tq fUIIS{!OPCIIIJG I SPACE .IAHE PLACE C rj IC SCFCV USEIICRI 111 fBgIM IF IIpOR STRIP RS SNU+RI 1 CLASS THICKNESS PAY VARY PCR RCOWREH6ITS ASM E170SO GLASS CHARYS SUIGLE GIATAG 1/4'MAX, IS$HO+FI UISULAIU1G GLASS IS ALSO OIIAIlr IED V I-1 IIIN I(' SHIM SPACE JAI,B,SILL ICRIIERS AILD ALL All CH THROUGH SILL AFC 10 LC SCALED VITA A SHALL I"Ii _ V rOI ALLAN IITALLAT"N ANCHORS"UST FC",AD'OP CURRgSIp1I RE SIS IAIIT IN1CRlAL S. EtlBE DMEIIT LLL_ E%TERIDR / - / tU NOT ALL CfwT16URaTIGN9 LIST[G aBp", ARC $MOWN III,RE It AINIIG,rlqu[,/ER ICT IALLrd IGH 1')+111. T,/q BT-� G' fTTP.) SET11fY1,_L.,SCDIIpD�d;L 12 SIBI!?VI61L APPLY 1U IIILYaLIAIIdI DY ALL Lgl:i lGuiRnT llklS EIIBC DJICIIT E�-IT-RILIQ I IZ) K114C(6r Y[R1ES MARK 2 11)11+G GLASS OIGR IS SH0V11. THIS PRINT At SG APDL ICS 10 IIARK J, Flit FRAIIE JAIIB BY OIIIER$ HARK 4 L HARK 5. EXTERIOR FINISH - � TEMPERED GLA$$--- BT 011 JERS EXT FINISH _fl CTYPJ , S E C T I LIN 2 P[DIME'fER CAULK 8Y OU+ERS1) INSTALLATION ANC CHART — DY Gf"ICRS PERIHETER CAULK 1_1/4' HILI BY GfHER CAULK-- BY OTHERS ��'HBCDHQIT 1110 SCREWS IN 3/16' AIA. CONCRETE H10 SCRiEI•/S Q EA.� 8r nT1+ERt f CALL OVERALL FRAME' MCAD SORE\/ IN FRAME Sll.l JhNp : H_Onl<_S7121_P_ VINOp,/ UP 7p 46 PSP 61 PSF UP Tb 46 PSI` 61 PSF 1=171F P TI 46.PSF 61 PSF NC]Gf1T VItIUDV T� SIZE SIZE TO Itl EXT,FINISH TO 70 TD - 10 VIUYH BY O7HER$ F 60 P$F 70 PSF 4LESF 60 PSF 70 PSF g _P 60 PSF 7D PSF DOORSLIDF GLASS 5068 XU.DX, %% 60-11/16 a 80 3 3 3 3 3 T DDDR FRAME 3 7 6 1/4'I.LAX• 6068 xO 0X,XX 72-1/16 ). DD 4 4 l 1 IICAp �".7 S.G.U. VID711 [._• SHAG SPACE 0069 XG.fix. XX 96-11/16 x 00 5 5 6 5 5 g 3 6 SILL 6` a �—� n 908 XG OX`1X` � �/ u 8� 6 .�-.--0,_ 6 ,�_fi.-,_. �.� .- _T6 6 BY g1MERE ERS - "--' n !z 12068 GAP 145-5/B K CC 7 9 10 7 7 3 �•-- ---_6�- U 15068 OTo I0I-5/b x BU 9 9 3 6 6 TOE�QX`I, RX'XRr 1 0 fi7r6 u B6 - / e —3 f— _, {r—- 6 r� 24" bC. HEIGH1111r,T �-_ 1— �- O �.` _-�` 6 NA%. 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