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Main Street 1237 DATE: o4/18ro2 u� 011 uY � a " 1237 MAIN STREET uj 1 F--a I APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE "h aw"d"Oft emloftnaa tlm appllR ms UN 11 ZQQZ IVEDRECE MW ng, subdlvlslOn and other 10481 land development r'epWdlons, but does ad Oonstlluls J1itV approval}or the Issuance of permits, Complianoa Oil rr..• 00 Florida Buft"Code ander W Boal, State and Fede Mat be varMed 0111,10 City Of Ai;lahtic Beach tbech Building to the N a 'auuding ula Building Permit. PAGE By: un a opPEK512ECTWE man re or Date: — f3UILD SET 5PEC RE5IDENCE I z3 I'Yla��n st . DATE: 04/18/02 5'r 3381/2 23'31/2 N O U — — — — — — — — — — — — — — — — — — — — I — - --- _.._ .__. - - - - - - - --— — — — ——— — — — — _ I ---� ---- ---� _... -- --- --- ..�. .._._ _.... __.,. _--. ____ � � — — — — - - _ _ � _ - - - _ - - - - - - - - - - - - - - - - - - - _ — f II I �2331/2 © � I � o GARAGE 4LOWER) 19'6 a IZ r � d I I f v a I I I 1- uj SO SLAB 1152 5q.ft I < I I 4'1/2 I —. — _._ - - - - PORCH I . (4. I - ----- - - - - - - - - - ._ - - - LOWER) I �-✓ 25 t4 fs - - - - - - ___. __,_ - - - - - - - - � �- - - - - - - ._._ ._.._ - - - 5LA5 AREA 1568 5q ft I 164 58 12'31/2 46 1621/2 55' FOUNDATION FLAN PAGE 13UILD SET SCALE: 1/4" = 1 FOOT 2 DATE: 57' 04/18/02 21'81/2 12' 3'4 19'111/2 16'2 5'61/2 3'9112 8'21/2 ' � aua. 23'31/2 pp �- w waft MW WwI env so'e.u�..,.. aysa ; I i .� -Z- KITCHEN KITCHEN I I Ho (Callingsloped from Xy) � x to ta71 x KYK7 ' � 1 - - - - - - - ____ - - - - - - - `'�8 - - - - - - --- � GARAGE '� (8'flat Idling) L IVING PLANT 5HELF-TOP OF t` 2V x 151 0 196 219 x 14'6 CLOSET 084"AFF PLANT SHELF-TOP OF CL05ET 0 84"AFF 10'Flat Ceiling I � 2'89'4 36 15411 LILT 141/2 22 a I TN )18 nos T91/2 2'2 5/15 /16" 4'6 351/2 101/2 2' 10'Flat Y 1 Ceiling -y 3'4 36 4' CLOSET (8 ceiling) Q BAT .-•-- — — — — — — — — 5 x e3 N (8'flat ceiling) cfl � CA!j s'x rtt 6EDROOM � .....--� / (Cathedral CelhM) �-. — y� r � fir MASTER 0VRM (TRAY CEILING) (CATHEDRAL 1911x729 MASTER BATH CEILING) (CATHEDRAL --� 1191x7091 N ;n N CEILING) FCRCH 9x9' N (8'caill ) Mx 4.J l� 70 TIO 2' 2'1/2 3 261/2 164 5'8 �t 98 271/2 I 46 51 11'11/2 - LI .� - - � .. 55' owlPAS FLOOR PLAN E3UILD SET SCALE: 1/4" = 1 FOOT 23"7 DATE. 04/1x102 . O 01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - o � I j I I � :1 v N I 4 LIVING 3 g (Coiling Sloped from b to 10) KITCFfN / f O (Ge no 544 from V I to 10) I I I f I I GARAGE (5,flat coilirq) \ ` LIVINGPLANT SHELF-TOP OF / / I I I U I I CL05ET®eW'AFF I I PLANT SHELF TOP OF I ! `T4C'y�t CL05ET 0&Y'AFF 10'Flat Coiling / ev 10'Flat I i Ceiling BnTHlat cci — — — — — — .._. ...._ _.._ — — � I I / • I -- , I � {a'fling> I � � BEDROOM I 1 I ! ! I , / � I (Cathedral Ceiling) # c\] i CI 0 I } I MASTER 5PRM I BEPROOM I 1 1 (TRAY CEILING) I f' (CATHEPRAL MA5TER BATH CEILING) (CATHEDRAL PORCH QD C) LIVCNG AREA I ROOF PITCH CS 7:12 1190 5q, ft I I I ALL INTERIOR PITCHES TO BE MAXIMIZED ROOF PLAN PAGE 13UILD SET SCALE: 1/4" = 1 FOOT I2:3'7 DATE 04/15/02 W1 5G-IEDUL NUMBER OTY SIZE CGVE REMARKS 701 4 WM MARK 50-W PUMPS W02 1 W6 1 - 'GLASS L K W03 1 a MARK 50-WHITE-NO MUNTIN5-FROSTED-TEht ED W04 2 � 1 MARK 50-WHITE-WITH MUNTIN5 VV05 1 14020 1 MAR E-W MU 5-FR 5TE -TEWIFp— q I I I I I �PYtriveee �� I I 3 N / I I (U � g KITCHEN O� (Ceiling 5lopcd f 00 to 10) rom 8' J I 6 c� GARAGE i r* (6 flat Ceiling) \ LIVING —PLANT \ PLANT 5HELF-TOP OF \ CL05ET 0 84"AFF \ 1 PLANT SHELF-TOP OF t I ! CLOSET 0 eW AFF 19 Flat i i 4 ss "10'Flat �` ` h`ti\ Ceilrng y 4 ; CL05ET tDATH(8'CGiNng) eiling) BEDROOM—. �-- (Cathedral Ceiling) MA5TErR BDRM � BEDROOM 0 C" (TRAY CEILING) (CATHEDRAL em MASTER BATH CEILING) (CATHEDRAL CEILING) Jl PORCH r (8'Ceiling) DOM UL NUM13ER OTT SIZE COPE 1 — 120-76 07a PANELED 5TEEL DOOR 003 1 3NZ 6 PANE 5TEE1-WLE 13ORED7 D04 2 266F— INTERIOR 6-PANEL 5 1 2868 6 PANEL STEEL-OOUBEE BORED LIVING AREA 6 3 INT RI 6-PANEL r,f1 1190 5 ft 007 3 2068 )NTERl 6-PANEL a DD8 1 2 4066 PANELEDBIFOLD 9 1 6a AWED RPM FIRST FLOOR ELECTRICAL PAGE �uILD SET SCALE: 1/4" = 1 FOOT 5 f FR.0NT & RIGHT ELEVATIONS DATA SCALE: 1/4" -- 1 FOOT 04115102 u� U I U 3 N O N O � W i Li 0 0 PAGE DUILD SET 6 2 3r l rl'�Qi r1 Sf REAR & LEFT ELEVATIONS DATE.- SCALE: ATE.SCALE: 1/4" 1 FOOT 04/'15/02 Q I Ll U 7ro lC] 3 N LSI U N 7 LU s 1� < '0a) *TTTff N c V Law TT I �y Tq %woo PAr� BUILP SET 57 33'51/2 23'31/2 _ — — -_ —..._-. .--_ — __ _... - - - — — — — — — — — — — — — — — .._ - _ _ ..... ...... _.._ _ _ - - - - - _ - - ...._ - - - - - - - - - - - - - - _ J 7. r"_., _ .. - - - - _ — _ — _ _ _ _ — ..._ _ ^ _ ._.. _ — _ _ - - - - _ ._... _ _ _ _ r 4r I � .. o I q �� 4» �, 9 Pco�P� �� 6 MX.Q u ,vim I I . I Iql OttI I Q cq 0 SLAD I I II� _.._ ..�.. ..... .._ '�.___.. 4*2 ser fi�--- ----- I 2 i I I I I •y � � � I I � i_. — — - - - — - - -- - - - _ - i II PORCH (k, 25 eq fu SLAB AREA 1568 5a ft I 164 5'8 ��••r,1�ti, y'8 1621/2 55' 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: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW L 0T G gl�z27 CAS FELE "^":.. FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED MANTIC 6 EA LH , FLORIDA DRAWING NO, SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED DRAM BY: AppRov�D �Y: PRIOR TO COMMENCING WITH FOOTINGS WORK. APPRovED ev: LJG LDuis� G�rie�SPE, SHEET NO,.' DME: 5 OZ. 9610 OrOm Oakah;d w 3CA.E: AS NOTED 9a-t, TY3225 � G SrVL OF 121311 ry)rc�n u ... «. ...r. _.. ..,_. ...... — ...... ...- — — — — — r,,.,. .,... - -�I I I I / I _.._ _. __.. __... _. _.._ _ _.. __. .. a. ... ._ � � I I 21tixi� A 3 cz)2,Xjt 3 i J� IN L I \ pnili 9 from b'to 107 KITCHEN g I ( �e ° (corqy��� I f I M I I I � I ` a I I GARAGE I I I \ _._ __. .._ ._ ^ -- (v flat colling) PLANT SHELF-TOP OF LIVING CL05ET 0 64"AFF PLANT SHELF-TOP OF \ \ CL05ET a M1 AFF 1tr Flat Cailing 4 10'Flat \ I / i Calling I j / I CLOSET I I ATH "� I I I p cdong) ..__... \ (V flat coning) DEPROOM n� / , I .l � \ 1 I (Gathcdral CaNing) A I ���• i / � I � �� a 1 I3EDROOM� o I \ I I / MASTER 15PRM / CATHEDRAL I I Ji (TRAY CEILING) I MASTER 6ATH GELLING) I •�(� / ._ _._ _ _ Y -- i CEtLRAL I PORCH �' � (9'ceiNng) to I I nA \ I S�rtrr-ltd �/y orro I I TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) 1/t, + HAS4'r�Iit.�1�1 15641564 Q�ds L01�i1u�o,u THE SHEAR wALLS TABLE WAS E:STABLISHEd ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE Rip'. ro f fuQ-to Co'Nfi & FOb�: NOTED IN THE TABLE: SPAM— t� (p0 O•G• Or AJ S�� v+- plrw. A wOOD S►IEATING TO STUDS NAILING SHALL BE ad COMMON NAILS.IL THICK BOARD C,w Ae� a~ roT bq• 96W RA-+ CS"&#11) 8; GYP. BOARD TO STUDS NAILING SHALL BE 5d & Bd COLLIER NAILS FOR 1�2" wi"OR EXTERIOR WALLS -------------- —_____— RESPPL TIV0.^�Y• . � ANcHoRS SHALL BE 1/'Y/vc 10� LONG �I- T"� (A307 ) C) SOLE OR 1/270 x7" ADHESIVE ANCHOR DOLTS FOR INTERIOR WALLS. Fir' tot 1*.Oft�►�/ so 1Tns, GG''+ r �__ i r~ ,/T/ i REQ�D. SINGLE OR SHEATHING To STUDS FLOOR TO FLOOR \_ --------------_____- � -- I DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING I / I W O.C. 7/18" 058 SINGLE 12 (BLOCKED) � I \ j I 4~ / WO.C. _ 7�1 SO OSB SINGLE 12 I �\ --- -— ——— �3 I I I �I i (BLOCKED) I � INiNG �j nwe�ar•raa I ( a ► A I \\\ awr a�i`er'A VmnCA" I ADDITIONAL NOTES: AS SHALL INDICATE LOCATIONS WHA HOER BEAM BE \ T__ 1) FOR LOCATIONS CLOUDED - --`_T T_ '�^ BOLTED PER DETAIL V ON SHEET 110 e � SHALL I ___ /__ ; I a•r ~T_ ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABO I j--- �'�_ I_• / ► \` I __--_______ I �)BE BOLTED PER DETAIL or ON SHEET 110 AS SHOWN ON I ` �, I LNG WALLS // I �__ / I \\ 1u•ro I SHALL BE STTRAPP® TO TDF' PLATES BFR RESIST SHEAR FORCES 3) ROOF LE wAw SES S SII # 0. STRAPPING VNLL BE ADEQUATE Tn / WALLS I I ACTING SIMULTANEOUSLY VA UPLIFT FORCES. OR OF IAB 1 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SOC-91 FOR BOTH EXTERIOR r/, CAD FILE NAME / 1 REDUCED BY 18% TO ACCOMODATE THE USE 1 #2 �;RADE � STRAPPINGS THAT � ,Q ( (V BILK 22-1 _ ....______�_M.1 HAVE BEEN WAIS AND TO STUDS OF f I m I WALL CONSTRUCTION. TO.TOP P THE ES. SHOE PLATE, SHEAR WALL HOI.DDO d 1 I ^ I !_ �j CONN ABOVE OR BELOW HAVE BEEPI REDUCE BY 189E FOR THE SAME REASON MENTIONED A l t A W v C e c q c M a FLORIDA DRAWING NO, -__-----------_-- ---� �` -M -- _ -�. �. ABOVE. DRAMA 8Y APPROVED BY: I I POSTS SHALL BE STRAPPED tmwG nl�eA I I 2 . INDICATE LOCATIONS WHERE WOOD APPROVED BY. LJG Lours . 0a 4� SHEET No,. ,Aro I__ I _ __I « 4 5) FOR LOCATIONS CLOUDED AS � ��Z 9610(Brnl�gn OukBCvd. r__ 1 D WS�__/ Q J , p ���� )l Q AT TOP & BOTTOM AS SHOWN ON DETAIL W ON SHEET /9 DALE: q «` t—, .CGL► r�Pv4� r F-9 VeTAIL C+~ �F $CALL AS NOTED 9�.�c32zs�5/ O OZ ■ OF Loo-TioNS CLOUDED As sHGl1. �E srR�PP a P 1 37 YYIa��� SHEET 4V 10• DESIGN CRITERIA ROOF TRUE - ` Bono ers�`�"i I fMAGE DOOR MEADER roues Per ShLet(I, 1) LIVE LOADS: ((TTYYPP ROOF...............................201/sq. fl. N!,,g 2) WIND LOADS: THREE SECOND GUST WIND VELOCITY PER FOC-2001....................120 MPH - I (IMPORTANCE FACTOR)1.0, WIND EXPOSURE 'B", CATEGORY "II" BUILDING COPi - # 0. ENCLOSED BUILDING) GF ERAL STRUCTUf�AL NOTES: 3) COMPONENTS do CLADDING DESIGN PRESSURES+** jTrvD) PRODUCT CODE R5I5o 20 ga. I GENERAL ROOF (ANYWHERE)- -85.4 Pal, +14.9 Pal 210" STRAP EACH NAIL D twists strap "1'__"'""--,- WALLS: ZONE "5" IS WITHIN 3 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. W/(ly)-8d COMMON NAILS EACH q 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL ZONE EFFECTIVE WIND AREA fl PRESSURE ZONE EFFECTIVE WIND AREA Log-ft) PRESSURE Sltn()SriNt RE UIRE•MF.NTS OF THE AUTHORITIES HAVINO JURISDICTION OVER THIS TYPE OF 1/2 d GATOR R LT CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 4 10.0 29.9 -28.1 S 10.0 25.9 -34.71igr► p2reslsurosl PER SHEET g 0{1 0GQUAL WITH ALL APPLICABLE CODE'S AND REGULATIONS. 4 20.0 24.7 -26.9 5 20.0 24.7 -32.4 (auction), 23.7 PRf(PrMssure) j 4 50.0 23.2 -25.4 5 50.0 23.2 -29.3 (Suction), 28.9 Part(Pressure) 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 4 100.0 2(.0 -24.2 5 100.0 X2.0 -28.9 : TO COMMENCING WORK. *** PLUS AND MINUS SIGNS INDICATE ACT04 TOWARD AND AWAY FROM THE BUILDING SURFr1.ES 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, THREE (3 STUDS AN:LES, PLATES, OPENINOS, SLEEVES, HANGERS, SLABS DEPRESSION$ AND PITCHES AS MAY CONTRVI I S(„,µY tl GA1gR BOLT BE REOUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. SCHEDULE "D" FRAMING SCHEDULE FOR OPENBIDS SWLLI,BE AS FOLIO"FOR ALL LORD BEA 9 IIIAILB + PRODUCT CODE P11P82p, 4) TI ESL DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT ICE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 'SElICO". HOLD DAWN t RE'RODUCL•"D WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET `" SCHEDULE "C" NALM RECOMMENDED STUD SIZES AND SPACING *. •c . •..••:..: .,,.:. ! LTTt� S 5) AUL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO 3'-0 1-) THRU 8-0 8-1 TfIRU 1t-0" SHALLEXCEPBE CONSTRUED ERE A DhfE O APPLTAIOIANY SISIOWN. SITUATION ELSEWHERE IN THE WORK UMEL* (3)-2x8'a (3)-2x10's (3)-21 12'! WALL PLATE HEIGHT STUD SIZE SPACING 6'-0" THRU 9'-10" 20 18" EXTERIOR WALL OPENINGS^E LJ . ,1.N MF4ILESI 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB ** USE M(2)STABS OF THE SNE SIZE AS THESE OF THE UL BON C:MW I:f,• �;• CONCRETE SLAB FOIL A 2000 PSF SOIL BEARING CAPACITY, CONTRAC'T'OR SHALL REPORT ANY DIFFERING " "' 10'-0"THRU 14'-•0" 2x0 18" STRAPPING ® TOO & BOTTOM EXCEPT At CO•IOITIONS TO THE DESIGNER PRIOR TO COMMENCINO WORK. :kw TWO(2 PLATES WITH A 1/2_ PLYWOOD FILLER MAY BE USED 4S TA OF GARAGE DOOR & OTHER LOCATIONS SHOWN THE THREE (3) PLATES MENTIONED ABOVE, 14'-1"THRU 18'-8' NO 1S" ON SHEET # OF THE DRAWINGS DOOR JAMB B 1) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND *+ STUDS SHALL BE CONTINUOUS'FROM TOP PLATES TO SOLE P AT'S. (N-T4.) SE SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING 19'-0"THRU 22'-0" 2x8 12" ' ANCHORAGE m Trop & BOTTOM Ett'cTION. _ 200 12"• •''" W.T.S.) CON STRUCTION NOTES: I #**- THE PLATE HEIGHT REPRESENTS THE VERTICAL �41�5 �IPJ UNINTERRUPTED SPAN LENGTH OF THE STUD, PREENGINEERED ROOF TRUSSES IF HORIL CONTINOUS BRACE CAPABLE OF TRANSFERING GATOR NUT 1) AI CAST' IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF WOO PSI LATERAL LOADS TO SHEAR WALLS DOES EXIST, cot'0 ESSIVE STRE:NCTI•I AT ?.8 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE, APPLY HE SCHEDULE SHOWN ABOVE DOES NOT 3"x 3"x 1/8, Detail "C 11, Jamb strapping 2) FO TINGS SI ALL BEAR BELLOW DISTURBED do ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATOR WASHER STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM Q top & B O t t DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAS ONE FOOT (1 R,) BELOW THE BOTTOM OF THE FOOTING. P HURRICANE STRAPPING PER 3) BEARING MATERAIL: 1TIE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, SCPL "A" ON SHEET/ WHICH WILL REOUIRF.O PROPER COMPACTION, OR INI COMPACTED STRUCTURAL FILL. THE BEARING LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EOUAL TO 96% OF THE MODIFIED TABLE 1808.1.4 ((N.T.S.)) PROCTOR MAXIMUM DRY DF.N$ITY (ASTM DIS07) WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 4) R.INFORCING STEEL S(•IALL BE ASTM A-615 GRADIS 80 STEEL CONFORMING TO ACI 301, FLORIDA BUILDING CODE--BUILDINGI, FOR.WOOD MUOMA1.PANELS AC' 315, ACI 319 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 1/2"1 GATOR BOLT 5) At . CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE I " FASTENER FASTENER SPACING(ln.)112 PER SHEET f LN SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS OREATER UNLESS orrlLITwISE NOTED. TYPE ( t.; 2 1X4 S� #L 0V 91 o N l Panel$parts ��it it a Penal Span 4 ft a Penal 8pen ' 6 f!�Panel Open PAN 6) Ti,E MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT. t 4 n C 8 nGATOR COUPLER FOOTINGS (TO MAIN REINFORCEMENT)......................3 inches SLAH ON GRADE.......................................................CENTERED 2 1/2#6,)y2Ld Screw3 16 16 12 9 ' � rap PLATE 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0"MOUND CORNERS OR 2 1/2 a8 Wood Screw83 16 16 16 12OF WALLS COINER BARS WITH 2'-0" LAP SHALL BE PROVIDED. Double-Headed NeiFs :12 6 4 7 ,� RIM JOIST OR BEAM D) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES Sl: 1 ineh*2S.4 mm I foot-305 mm N�L-TO stv.&W/ SHALT. HAVE ENDS WHICH ARE PLASTIC-TIPPED OR STAINLESS STEEL. SA �01A�YYL01A �W 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR Notes: i SPRY �� SVVA� • DETAILING REINFORCED CONCRETE STRUCTURES ACI 318 LATEST EDITION, UNLESS DETAILED 1. This table is based on a maximum wind ilpead;.of 130'mph(58 Ms)and mean roof height of 33 feet(10 m)or less, t�ItgQ t4aL of Skier' IIsC LSTA$L,"SIM s ON,sT(GR A O'NIERWISE ON THE STRUCTURAL DRAWINGS. q„ 2. Fasteners shall be Installed at opposing ends:of the wood structural panel. 1/2"0 GATOR BOLT �-, 8• 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REOUIREMENTS PER SHEET f 4 FOR COHC.FtF_'rE" ACI 318 LA'TES'T EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE 3. Where sarewa aro attached W masonry or masonry/etucoo,they dull be attached using vlbraltan•roslatant anchors having q minimum withdrawal capao- '1 I FOR CONCBUILDRETE" ACI 309, fly of 490 111(2180 kN). GATOR COUPLER 4. Nails shall be 10d common or 12d box double-headed nails. CORNER DETAIL �'4�.L3TR,AffiNG ® TOP 1�A!ONRY - L P- I C NCRETE MASONRY UNITS SIiALL BE ASTM C90-�5 HOLLOW LOAD-SENTING CONCRETE 1/2"o OATOR JOLTS SPACED I 1/2"a GATOR BOLTS SPACED I EXPANSION JOINT Tee � tN,T,S,) I cN,T,s,> �1P PER.SHEET / AODITKXVAL STUD WALL PER SNIFFY ADDITIONAL • MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIIOHT, WITH A MIN, COMPRESSIVE STRENGTH AAYY I RECESS SLAtl a/4 x to"WIDE ,�. n OF 2000 PSI ( 1 ' m = 150D PSI ), EXP. BOLTS M BE NEEDED PER /4 RODS CONT. I EXP. BOLTS Y BE NEEDED PER A AT GARAGE DOER ttcw.� O F 'I1 8"x e" OR 4;x A" POST• SHEAR WALL TABLE ON SHEET/q 4" gONC, SLAB W/SXGXIC,10 W.W.F. I SHEAR WALL TABLE ON SHEET rrq I y ex8xlO/10 1kW,F EPDXY GROUT SIAML. T POLT SYSTEM USE RBV , SI(r�PdQ41 Po " 2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE 'OF TYPE M OR S. INSTALLATION INSTRl1C1I0N5 ANCt10(i f'C' • '''' I STUD WALL I ',•••.; t)DETERMINE THE STARTING POINT AND DARK EITHER THE 't + " . �1•• DRILL 8 INTO CONCRETE 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH I �'�'• FOB►I atuwp BOLT LOCATIONS PRIOR TO CONCRETE:POUR ;.' ;+ 6 in, LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX, 16 in. O,C.. I - W IF J-BOLTS"ARE USED OR SOLT LOCATIONS DIRECTLY 8 MIL VA, OVER :1.CAN, 8%8x10/10 W.W.F. I / �T USIA 0[NEO CONCRETE Nr LPt1kY ANCHOR BCOL15 pQST_STRAPF'IN � BOTTOM WAOD•FRAMING WELL COMPACTED TFEATED FILL i i•.y • '� ty 1` I CONCRETE FOO NO ) � , 2)CORNER LOCATIONS SHALL BE PER DETAIL"L"ON 1THIe 1) ALL WOOD FRAMING SEIALL. DE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL � 4 RODS VERT. ON 48" 0.. k AT OORNERS � «++Y " I � B1s oupL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. fVERT, RODS SHALL BE W)KED 8"INTO I ti.. ' -� , 3)peRT�BETAjL•J"�Dl�j WASHERS 9 ERS NUM MpfWHERE fMIRECR'e POST STRAPPING A 2) N�I. STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: p FOOTINGS HBOORI REINOM F IRI2T T,INTO U I .0. f1+r�. �2NTIEp A COR qED i TURN DOWN ASA DETAIL __BOLT RUR DETAIL TYP)_ �1 REODMMENDATIwta TOP NTBOTTOM SAWN LUMBER LAM, VENEER LUMBER _ , 9 go. HORIZ, JOINT RI.NFORCEMENT I �� 1f'=J; W TJld FU - 117.0 PSI Fb - 2,800 PSI ON 18 Q.C. (MAX.) FV = 80 PSI FV • 285 PSI t '. ; Fc1 = 565 PSI E = 1,9001000 PSI *4 - 48 (MAX.). OR S t�•1' �--I µ" Cc 1,455 RSI CONSUULT ENGINEER '+'�':,iT` L� ITURN DOWN SLAB CfETA1L I BETWEEN CUTRIOOERa 1,600,000 PSI BLOdttNW REdD, 11 3) ROOF k WALL SI IEATIiING SHALT BE 7/18" ORIENTAL STRAND BOARDS (OSB) OR BETTER, t�d"(W)x S"(H) CONCRETE FOaT1NO ( BLOCKING O SHEATMNO JOINT 2x4EN SPAN RATED AS SHOWN ON THE DRAWINGS, REINFORCED W/(2)-/5 RODS DONT• EXCEPT 0 GARAGE I + FROM aABu LxaD ra 4POR HURRICANE CLIP H-2.5 DONT.2x4 SCAB FROM TOP TO I _ u-MANGER OR EQUAL 0 4B"O.C. ,(,", ",�, ,",,, ,_„ ` ,� 7/10"STIN011RtAL ROOF SHEATHING BOTTOM CHORD m SERVE A9 NAILER 4) ALI. WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOl1NDATION ptiTAIL 2x4 BARGE RAFTER CONT, FOR X-BRACINO O B'O.0 PROVIDE CLIP FOR 400 I5x OR SOIL SHALL BE PRESSURE-TREATED, � � w _... .... 1 � ��- � � �ex8x10/10 W.W.F. OF LATERAL SHEAR �►----*-- 9HtNGLE STRIP BOTTOM CHORD OF COMMON 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH tr � },'�' TRUSSES•24. 0.c'. � . I I FABOTTOM RD OF OABLLAPPLICATION• FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM 12d NAILS O aatRUSS A-153-80. SCHEDULE sb -' .:: '� a"�-a , "A" De. `TOP CHORD OF GABLE END (3) 12d NAILS 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A4S.C. SPECIFICATIONS. (2)-/8 RODS CONT, TRUES DROP 3-1/2" FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED*GALVANIZED TO ASTM A-183-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PILI TB I I DOUBLE TOP BEAT! OF BEARING WALLS (PRE-ENGINEERED FRAMING) 1e� 20 BOAR OGNT,TDP TO I � 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. BOTTOM 040M 0 a VL GAM GM%M -- INTERIOR STEP DOWN DETAIL tnaM:GAGES I ( 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 TRUSS No. OR UPLIFT TRUSS TO TOP _ _ , ...L INT R R _ ..r O ` E DESIGNATION+ (lbs) PLATE OR TO STUD TOP PLATES TC FIIOTINOS CONE 2x4 WAS FROM TOP TO xx4 9LOCXINO est 4a"O.C. BtTWEEN IN�'CEAD OF SYP2. ( ) All TRU$$ENDO v - GATOR BOLT SOLE PLATE SHALL BE I I BOTTOM CHORD O X-BRACINO GABLE END TRUSS AND FIRST PROVIDE ADDITIONAL 2x4' kOEPY ONE$ LSTIt ANCHORED TO SLAB W/ 2x4 SCAB T VERT VFJmT1cAL r THAN 4s� COMMON TRUsB p-'('�� r"s) i r GATOR 991 ACID AS 2x4 STUDS. 1/2"II CATOR OLTS SPACED WEB ro NOT PRESENT I I TO PON AN-V , TLRxo eELow oxN DEI nlsEr N " 5CI-I .I�ULC "B" MISCELLANEOUS FASTENING SCHEDULE '(w11r t+rRA a 1B o.a PER SHEET /I ADDITIONAL CONT.axaxB'p2 C. LATERAL MAY DRacE s Sq D.C. EXP. BOLTS BE NEEDED PER 124 NAILS(TYP BOTTOM CHORD OF CONN CTION FAISTENER NUMBER OR SPACING 93, Ft ex8x10/10 W.W.F. SHEAR WALL TABLE ON SHEET /e x-BRACING CABLE END TRS (3) 12d NAILS ISOMETRIC VIEW `- n e 1 r BATOR.GILT$s AD LD As / SHOWING LATERAL. BRACE TO I TOP Q? SOLE PLATE TO STUD, END NAIL I Bdl COMMON 2 7716 L GTZr SIM so;, ;Q al;TEST N P (2)-2x4 TOP PLATE GABLE END TRUSS STUD '0 SOLE PLATE, TOE NAIL 8dl COMMON 4 ero TI4$,�oWA) HOWDOW1) VrVI1 N ti ,,;,;,�.. --PLATFORM FRAMING- CONT.STUDS, FACE NAIL 10d1 COMMON 24" O.C. + ,. ,�-�' w/L1'r2o s>•N soA)• *r •q• �,c,/' r carn. 2x4x0' GYP OJ.T,SJ UOUGL. TOP PLATES,•FACE NAZI, 10di COMMON 18" G.C. 1'18 V t �'�;.,J n .•, , i .a LATERAL SAW* •al%0.• 2x4 a1UO3 O 10"O.D. _ TOP P ATOS, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-I0d COMMON „ -" .1 . •.8�•J j� 4{of 2tc4 BLGLxtRVO•$4"QCi CAD FILE NAME CUM'll UOUS HEADER, TWO PIECES IBM COMMON 16' O.C. ALONG EA EDGE 1'I$A_rbM L'+'P,'xlµPspRll " (2)-p5 RODS CONT; ; PL YYJO>U0 4e 00 UP LOT(p WL ui PARTICLEBOAn_SHf.ATHI�lQi G 1NIX +-��-- PROVIDE A ALV 400 s>w OF SNEAa RDA! 7/16" OR GREATER 8dl COMMON 8" D.C. INTERMEDIATE k 31136 MGT_�'�"$fA+�sop, r INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING, �1 G1lur�lln sy1(+s'�a DRAWING N0, 8" O.C. INTERMEDIATE d H WALL - 7/16" OR GREATER 8dl COMMON B" O.C. EDGES 4t,t IPA 'TI e),Ow N I A .__ GABLE END NOTES DRAWN BY$ APPROVED BYt tNTS) 12 O.C. INTERMEDIATE G uNisRACED LENGTH 0P X-tiRAtXNO MAY , FOUNDATION DETAILS NOT EXCEED 10 n"W LENGTH DOES APPROVED BY; LJG SHEET No. MISC. fL00R1- 3/4" 'T&G PLYWOOD Bdl COMMON 8" O.C. EDGES do r• SEE muss ENOL um*BY• ALPINE `FOR TRUSS DESIGNAIM C' 0CEEO 10 n•,ADDITIONAL SCAB 14 REQ'D. QL LOUIS GABRIE P.E. 12" O.C. INTERMEDIATE tNT 5.) DATE' .1213._cFr'. S1.7GA1?__W91,1w_:FrF1L,��AE $JIGFTS 9L '. _ $CUCt AS NOTED �O OF eco Product Ratings Wective: March 3, 2002 PRQDUC°LINE RA'Z'ING(nsf) gEE Cal M40/50--SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HI'--SH +50 -60 53x63 High performance single hung +50 -55 53x763/4 +35 -35 53x96 TW—SH +50. -50 53x78 Tilt sash single hung +35 -35 53x96 TB—SH +50 -50 53x96 Tih thermal break single hung MP--SH +70 -70 53x78 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 4068 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 2-12"Sill M2/3/4/5 XHP SQD +55 -55 5080 panels Extra high performance sliding glass door 2-1/211 Sill *3 5'wide panels not available in M3&5 Revised:04/04/02 VINbD/a•I4AX. T(!O BV FRANIIHO YB SCREW u7STALATID))ANC"W '-^` ........ - . cAULk BEHuID - .__•, __ - .. ._ '- [tW xUCK SMCIIOR CONCRETE DR P4(SOPIRY VINOp1!rNl WIDTH IY DTHCRT /16• DIA.CONCRETE OPENING AY OTHERS 1-1/9•HIM& EIMEWENT COIICRETE DR MASONRY CA/PK KNIIMD WINOo1!(IN CREW ANCHOR - OPENING IT OTHERS l>�INN AS RCO'B AT CA SET Or UISTALLAIIAN NICwpRq 1151116 LOAD BLARING SI INi4�.11AM. ' TWO YT rDAMD4D SPACE- By OTNNW Y 011413 - L 11ASDNRTWOPENINGDa DIHCRS SHIN AS REb'p. TWO YY VeDp A�LYVAu[lluH YTKK TO K 1/(•,uYC SHIMS VRKRE SPACC GREATCR TMH 1ni'1S PRCSCNT. YUCK 1Y DTI[RS BY tlT1ERS 1.1/�•NMN. - V/LDAP A .41E IAL.AUAl11Ax1 ALLOY wax •-V•2•(1 YP.)1a+- BEARING SHIN RUCK BT 0TN(RY 71 .p SCREW INYTµLATIDN A TORS INST k a SUMFI[I[xi L[rGlq YD AC/RCWE IIIN.UIY[W1CNT GIBEWENT INSTALLATION NIC119R K 1^IM•B)[p TVD BY WeDp INx:K.CW1CR[Or SCIREW ANCHORS AT,SRL MAST YC N. S1AENgCHr YID SCREW(TYPJ INSTALLATION ANCHOR CAULK BETWEEN MASONRY LCN0TN ib ACW[VC HRi[IIICpHCNT Or 1-111.1NR0 IIASOIJIY pR L'WICACTC. YID SCREW(TAP.) OPENING Y WOOD BUCK 41 MAXµLOVABLE SPACING KTIIEEN RIO SCREW ANCNIbxS AND CWICRE H SCREW hRCIIOYS 10 K 24• SHIN AS RED,& BY OTHERS at.Pule W/ LOAD A USE LATC4 CNLK M EAOIVALEMT r-1[11191[1 SCAL ARDWID[xTCR1aR OF ppUR Pr OnIGl114. BEARING SMiM SLIDING GLASS WOtlD BUCK ANCHOT CXAC1 YDOR SIK lIf Npi LISTED 1N NNC10R CwART,USE A1C1C. CRIOR ITA LISTED WITS llS, 1/4•HAIL .1 - DOOR rRAME ' 3/16. OIA CDNCR[TC 11 rbINPOEI Cf. IM THE N 1 SIZES we MTC Y[SIeN/RCSSiUR[REO" NrKj SPACE _ JANE SCREW Sx:HER BY OTI[RS PLAC9 COIKA[TE SCRCV ANCH IN FRONT RNs YRIOR SIRE t COtPIGIMATI[Pt TU FINISH pPCNp1G NIFWx STRIP At YNDWN. W GLASS TNICxN[S!NAY VARY KR REa1RlNC1[NNTS d AS1N CI]Oq GLASS CHARTS,SIIMGLC O.aT11IG 1/N•NAIL IS SIMbWM p1SWAFINq CLASSAND Is ALSO pµ6 01 SMIH SPACE 9 JAHN.SCAN Skl C RS ANA ALL PNbIORS 711wROwUaDnN SY4L ARC TO SC SEALED W11N A SHALL,NP111T 1-1/B•FON. KM1 KµER. LIIBE►MENT 101 µL INSTKLATIOM MIpGR/lwfi K NPAD:ar[OYRIRSICN RESISTANT HATERMLS, EXTERRTB G'MINN. TIID Ar A Itr 11) �� lsE�'pI 111- �SIIQI/NI ON THIS YRAWI)G.HDWCV9N'W".IArld1 [•(TYPJ KW APPLY TD IN4YALLATION 01 ALL'W". KIN WDDQ INCK ��� HARK 4 L,NK, SMgV,N THIS PRINT ALSO APPLIES TO PNAX J; FIN FRANC JAMB IT MMERS TEMPERED GLASS ExrtaltlR rlxlsN BV OTHERS STAN.) CKi-FINISH SECTION PCRINETCR CAOL Br 41HERS INSTALLATION ANCHOR CHART BY OTHERS By OTHERS CAULK 1/4•H RIO SCREWS IN 3/16' DiA. CONCRETE RID SCREWS Q EA. PER111ETER CMx.K 1Y tlTPERYNBCpM[H WINDOW Br 6111415 ff r AHE HEAD SCREW 1N FRAME SILL JAMB L Mani[ STRIP HEIGHT S12E OVERALL LL TO 46 PSP 61 PSF NIP TD 46 PSF 61 PSF TD 46 PSF 61 PSI WINDOW EXT.FINISH . TO itl TO TO TO 10 WIDTH iY O1HERt r 0 PSr 60 PSF 70 P F SLIDING L'4..A25 5061 710,fDl.Xx 60-tl/16 x ID 3 3 3 7 6 g MCAD RIO fR/JE -ZI, -SAID.WIDTH----�•p� 1/4'MAX. {p66>�.ax.II% 7=-I1/16 A RO 4 4 a 4 4 4 7 8 SHIN SPACE 2:110,OX.%x %-Il/l&x 10 3 3 6 S S S ] a 6 SRL Sly 0 � 3 6M1— AY O7N1RS e � SF'r•7'IDN2 12060 DXO 1145-5/e r Bp 7 9 10 7 7 9 y6 12M OXII 7 6 i4.OVI / HEIGHT IBM OIXO,XXXX 144-11/16 x'60 7 NOR XO7MW WeA A— O 6 MAX.[TYPJ 16011 OxxO.%XXX NR16 x 00 10 13 110 9 1 6 3 6 6 xxxx 140-11/16 x 10 13 7 11 14 16 12 3 6 6 O TEMPERED X,XX 11,16■ 3 4 riLASS (TVP.) 3 3 •—"�•� 3 6 6 WINDOW CSPACE DIx11.Lr 1-1/B•IIIR, INSTALLATION AlIC110R bB0 DX, XX 1t- d.96 S 4 4 4 4 4 6 6 6 HEIGHT SPACER! EMBEDMENT YID SCREW 5 6 7 S 5 a 4 6 (TVP.) _ 1/4•MAX o o CAULK KTWECN ltuo OX0 143-5/0 x 96 0 11 6 6 SPACE / COKK STRIOOD P L 1101-9/111 x 10 11 7 81 9 6 __..A _ ..�..�_..._ YR MNtTALLATIgI J 13.000 Dxxtl,XXXX 144-11/16 x 96 7 !0 11 7 -—331A ! 6.Y.. 6 6 16060 O(XO,xxxx It1-11/K.96 11 14 17 LIZ 9 12 H 6 6 6 ANCPIOR SCR[W p o --- TWO IV WOOD BOOED x0 xxxx 146-11/16 x 96 14 6,MAX. FRAME BY OTHERS Ie: 16 IO 6 w 6 TWO BY FRAMING O (TYP) • _4 ..W. IY OTHERS SLIDING CLAS DOUR FRANC 1 SILL fZ. - ILIINNEI GLASS DOOR Hool ,TION 1 6•MAX.(TYP.) .aT- 2 IILINBIN ALLOY ODBX. YYEEIHERS _ v 2 aw K or sIIFFIC a LTH.TD ELFVATIONI - IEMKOHE N. T , !,FROM CORNERS A:24'o.C. VIEWED FROM EXTERIOR ExT.FIN12H Ir.DT111CRt OXO DOOR SHhWN EXTRIOR,EL,EVA110H AT HEAD R JAM"PLICA WITH OUO-SLow-S PERIMETER CAULK DXXII, XXXX DOOR SHOWN ALD*ft SEA= OUD-K' TEIPERED GLASS BY OTHERS PLY WITS s[/U.S1T NANUFACUIRER•S _ _ dnPE1 (TYPJ cA1N,c eEllrro nN AT wlllDow SrL or)csEiiE�c'cORiCA[LK N[U7h�IBlP DETAIL_ ICINCO L1"D. _ UM/011 PERIMETER SEAL ARa1RND (� n a;4s ot0 K010B T11N,RS. .+.nJ K I N C V y LTD.. •MpD10NVNAL,FINSTALLATION ANCHOR NO SASS "Id JACKSONVILLL FLORIDA OT 115146 w ANCHOR RSJZ CPIART,IIS[ 'F 7/16' DIA.CWCRETE 0TH NpIT CARDER Blzc :•" '�L :-�''.r.., nnu INSTALLATION DETAIL WOOD FRAME SCREv ANCHOR[TTP.) JAI[ ,r , , •��' rnLG -------..._ __,w,,.,.. - --- - •-. ..��,.. 1;•Ihr •-•- SLIDING GLASS Qgl1R Wli1lp BY WpUD TUCK OH FRATIE HAY VARY PER 111E REOUI MENTS ^-Z� ;:.,. w r,: COMCREIE IYt•- ... all.111101.[OWING,s$MOWN. PIN SINGLE HUNG WINDOW M40/50 L M4MASONRY DRR" 4 R ENiNG OX / Xx / DXO / OxXO L XXXX INSTALLATION DEIAII Ouklrytp• w, •'� 1Y OTHERS [x WER , MANUEL HAITI 2 BB_ '•�r�z-7 IIA114lIEL g1ART1FNEzY Fel.MMR 00 NOT REO(xllE DX 8B r •M 1011 ANCHORS ARE ONLY REDD. or SEC I[�� .. •. NSCPLINr. jo7aSHEET. CiV1L NT.S. /- V N.T.S. CIVIL ieH9:47182 '1 hl i .. �,..s. .._.� .k. .max.�.,�_..,N....a.�.�... ._� 7X�—OX, XQ, XX DOOR SHOWN rL. a w 47112 REWimis �Itwxpo78 1 nF 1 `23r-j 2 BY WOOD BUCK 910 x 11/1' MINIMUM EMBEDMENT OR 11 3/16' PFH TAPCONS WITH 4.563' 1112' MIN, EMBEDMENT (TYP) a 01111S SNAIL BE IN$iAL110 Rf AT LOCAiHRIS MIMED BT A CAIN U (2) PER HEAD JAMB OVERHANii W1HAf 1I A Q(BEIVIEN THE 109(Y CM DR OVERHANG 10 SILL IS IM 10115 OEf E. 110 MIT IS INSTAIIIB IN 1/4' GAP MAX, Q-01ARE AREAS ME TIE UNIT AND IK AREA ARE DESIG11)i0 ACCEPT YAM IiFILIBI10N '150' VIER[VAiER IirfIllRAlIIR1 VIKRE VAIf BYIL1RAlID4 E RAT! O Winn n DII1R101 IS iYR[ a (nOUIREBENT IS NOT IM PositiveNot A rave + 6.0 s Nadu A,oprovpd 1 - 1,25' MATERIALS LIST HIM N0. DESCRINIUN PARi NORBER CURHfNT$ V000•11EAD JAMB EV-12 I /4'x 4 l 6'Mil, TO BE WOOD 2O CO)IPRISSION WEATHERSTRIP A (R N 0 0 FIXED THRESHOLD , '' 5O TOP CHANNEL EV-05 81 11/16' INTERIUR79 5/16` ;' 1 MAX • ' ' ' ; EXTERIOR © Si E KN 26 f.011 +.002 .000) 91Nl1Pull�S�OM T A BASF FOAM DENSITY 20 TO 2.5 IDS./Ft' ' ® BOTTOM CHANNEL , VD00 LOCK BLOCK EV-68 VoOD STRIKE STILE EV-01 111/16,X 15116'X 19 5/l6'NTL TD BE WOOD x.15` o VDOD HINGE STILE EV-06 111/l6'X 15116'X 19 5/16'HIL io BE VOOO LOCK FILLER PLATE EV-69 .050 THICK PLASTIC hum— EV 15 .091 THICK WE ) V000-HINGE JAMB _11 I 1/4'x 19/16,MIL. i0 BE VDDO O O TIO x 3/4' VOOO SCREWS (4)SCREWS PER HINGE © 110 x 2'FAV,S. (2)SCREVS PER HINGE VAIN O IM iRVs V10AN I Vi'UI kI R m Tarn ae I m 1"fu m m ppPNOVEDASCD�LV KHI IN N NI eIsc rrulars+�l 1.25' SourR a l¢/¢,yaea BIO x 3/4'F.HVS. (2)SCREWS PER HINGE 'F.H � '� G16 tl8 x � T A 2 VS, 2)AT EACH STRIKE PLATE PactCoD °N 0 LOCKSEi VIKSET BRAND 200 LOCK o t� I)AOE COUNTMODIFICATIONS 112110 JD 2 BY WOOD BUCK 0115 1)1111 TIN,iUL ' g, a9i DARE COUNiY MODIFICATIONS too JD (IIRD11l>N1 l4(11 H!!f 1,B!g,B".ID'S A 'ADDED PtiSE y'�IOR—fl J 11iEJ) )-sa RS - - SFCT 11 � 11� 1�411i�1� p111J�N B-B BI M x 11/1' MINIMUM EMBEDMENT OR all LUTE _ _ 119 0i NT Y 1fA1G 3/16' PFH TAPCONS WiTH RRR ENTRY MIN I 1/2'MIN. EMBEDMENT (TYP) 911 c Van 31115-EV (2) PER HEAD JAMB PIIIIKR6,NS 66162 n SHEET R OF 6 DOOR CONFIGURATIONS Jammu C 68 Jry MAX P MAX ,•MA: MAx '"MAX M"x INTERIOR '.• a'MAX MAX MA% M.% MAX--f 11 too"MAX 1 15• 1CWAX wx 0.C, MA% 37 1/2•MAX 29 7/." 29 /'• ]/a• MAX IJ MAX IS-MAX 33 7/4• tlG _ 16 B 11 MAX 2 7 9 10 A 16 eo un61/'' MAX O 17MAX SHIN Max 12 19 � t>Ltl B 15'MAX _ 37 1r2•M.x .• MAX x. •.t�. _ ! l5-MAX !'NAY IIr RE. ] 16 'MAX Ai 6' 1 NAz-1 r.IjwA —fl I ly S -MAY e•MAX - • u MAx MAX XA N.x I i_.�'.x I 1 2 r ]•MAx Mwx • x 15•.Ax A. MAX -1 L 7• MAX 1G B M+x M.x tl SEC GLAZING 8E/AI4 ,• -- -- ,•Mex lS"MAX ac 7 6 x0IS•M.: -. 1 I.,• EXTERIOR IT 0.0 4 B6 I!/l6• S MAX D - SECTION A-•--A MA% if.,MAX uc I r 4 x OTHER CONFIGURATIONS 'MSX Hex ' GLAZING DETAIL INSWING 6'MAx 7'MAX 7•MAX— B ]I,- 1/16' Max MAX 77 1l2- aX �• „Ax "LV V"LV"'A t'1 AX 4'.•MAT ExIERIGRADE LATE7,CA11LX O X - EXTERIBR xL p� X ux11s LK DEC m EIIMN➢IS:Was hou,SIR C@iL Icul LffifNEER: c wry[prrn lk C1R 45lINS BA BTIHTERIDR �W ur.v A3 CGl7LrrMG N1rH THH 9 A86E8 PAGE 5 ,ry P 101195"xPCI cYIC qf. . w4�jV ,ry,G,MGE �� - /C' AJI tlt0dA6 VlI7f XII[t fill0a'L TRX A .tlo eM4 mw 1 "� '41 I-( I MA 1 e.. :511THA DATE I m n FkAUR ENTRY SYSTEMS - -y:I 7� G"— 31—T(]Cf1 GLASS BITE 29RAI FpoGt;( CO' MAUI 10x1 �1[-EfFF,NSC�I SHEET 5�[JF,°.6 PROD T OL ON M R WRY SYS 7 31-1020—EW—I B'JILDINGCOGHCaAPl1,iNCEOFIRCE 7111S61Rfi.IS66762 '°* t etAl"GIMGCDtlECDlAPLLItIGEOFFICE hrG�ns aHnr SMEET 2 - 6 AGGEPrarICEnO 01-•0,3 r4./g 1/8' TEMPERED GLASS T fSV159➢I CEffCR "` '+:znw!• �.� + ACCEPTANCE No. aramlltlln C iA ti • _ .. _. �23~I IrY1 c�1 n �r