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HomeMy WebLinkAbout36054 SHADY BLUFF LP SVR Lot 13 Block 3 \\/indward 5439 Beaumont Center Blvd. Suite 1050 Tampa, These drawings, when signed and se Florida 33634 an indica,ir�rt ated,are Pestirt that Whetstone ER9ineering (813) 885-7744 comp Hants On$ viewrt tl6 str�,ieturai ance wit`t f ME 3trz,crure r>>r onf m the ;Lori- ale tatter c rtificatior, :- usiv¢tat Cat,+e 2'004. menu and di tLI of architecture? expressed or►m�hed,onai accuracy, etc. is' 'i i—i E i_... NA o ti 't -i 'ELEVATION 'C' 3-BEDROOM / 2-BATHS / 2-CAR GARAGE DRAWING INDEX PLAN # a0408 SHEET NO. DRAWING TITLE COVER AND INDEX Al FOUNDATION PLAN A2 FLOOR PLAN A3c FRONT ELEVATION 1 A4c SIDE & REAR ELEVATIONS i I L REVIEW DATE ! AD1 INTERIOR ELEVATIONS ti CITY OF ?EPHYRHILLS AD2 BUILDING SECTION & DETAILS . E1 ELECTRICAL PLAN T, PI�EAI\C I�_X MINER. / Ft FLOORING PLAN i;E1t�L Mt MECHANICAL PLAN 11 t ;' 4 Ij, I OS1 MASTER SUITE OPTIONS S STRUCTURAL DETAILS DOOR_INSTALLATiON_SHEET W WINDOW INSTALLATION SHEET ________ ROOF SHINGLE APPILCA11ONS IN INSTALLATION SHEET P PRODUCT APPROVAL CODES -' AREA TABULATION TABLE(IN std.FT. LIVE- COW=ENTRY CAR. PATIO TOTAL AREA UNDER ROOF AREA ISSUE HISTORY WHETS TONE °2RZ ENGINEERING & TESTING, INC. ET T ENGINEERING271 44 479 260 1704 TEsTING. INCINc. NO. DATE VER DESCRIPTION' APPVD 20 Vc E BRADENTON FL 34203 0/03/05 4.0 2004 FRC UPDATE MC OF 10/25/06 5.0 TW CREATED VERSION 5.0 MC V E AUTHORIZATION n 9298 z 10/25/06 5.0-W TW CREATED VERSION 5.0-W FROM VER51ON 5.0 MC 2004 53rd Avenue East _ 3 07/30/07 WO-SOW TNT MERGED WFIETSTONE/SEI PLANS SN Bradenton,Florida 34203 A u G 062007 Phone: (941) 727-1138 A W, PEARMAN PE# ^a099 PLAN NO. a0408 L BERGER PE# 64003 VERSION NO. 5.0-6.0W R . CAROTTI PE# 84764 ag SVRLot 13 Blo k3 wa OPT.SHOWER I.L.O odw<am o STD.TUB.()MASTER BATH Hw!5o # FOUNDATION PLAN: EXTERIOR REAR BLDG. 4 FRAME WALL CORNER BEHIND SHOWER z4 I 6-5" 4'-4" 7-11' 4'-9" 4'-5' 3'-10" 1`-8' 3'-18' 6'-6' 8'-0" 3'-8' T-11' 6-5' I ALT.A/C LOCATION ..... CJ 2-1' 3"1' 3�-I' 3' CONE RECESS III 111 M FORSHOWER A/CCOND-ONCONC. P�ji m 0J 60'x 30'x 1/YD PAD SIZED BY MFR. "j N- _ ■ ■ __ • ■ N Y >— s2 3/4'PVC UNDER SLAB AF 0 L.- B u I I AIC COND-DRAIN LINE RECESS FOR CP'.GAR. S2 ■ C 1 ' II n w 1� SERVICE DOOR PEG 8) LI] CHECK BO%IF THIS IIII IT I( 4'PVC UN RSLHB MC l� !( ❑CHECK BOX IFTHIS 0 SELECTION APPLIES 1 i - _ _ BOTH E ) �• 1Li 3�� - O TO THE PLAN. ! ■ •l` T— V Wx.V C0.NC CHASE(S NDS. o O?"ION APPLIES , ( ......_.._ _.._..__.._..__■ ,._ C0.4TROL JOINT II] f S2 ELEV:0.0(REF) -_ _ ( o ■ 1-1/T FIBER MESH CONC.SLAB •Kr.rn II `T OVER BMIL VAPOR BARRIER --------------1 ------- ON CLEAN,WELL-COMPACTED. 23 6" IN TERMITE TREATED.GRANULAR FILL. I:T000 I I 3/4 C.J. F+MID 9 i : i ISHOWETII ' S 20-5' ISLOPE2' 20<_5" 2._� 2,-6" {- 3,0, B5. w , lo L U ' � N 6'Wx1-729 (((fffi.—- ' •' N 4 SLOPE t' SLAB RECESS 7! !i ■ _ FOR S.G.D. DEL SINK p vl ` I - WIDISP. IC GI SLOPE i' O ■ E REFRIG �L=J-I ■ry - - S2 . 410" B G 6'-5" 6'0"" 6'-i" 5-2' 3'-6" 3'-10" 6-0' 52 2 � 6-0" 3-10' "0-4' IT-0" 0 It-0 w 2 4T-6" 15'-0" ~ it 3©3 62'-8' z FOUNDATION PLAN W&'C' SCALE: 11 x 17:1/8"=1'-0" z FINISH FLOOR ELEVATION SHALL 24 x 38:1/4'=r-o" COMPLY WITH ENGINEERED DESIGN AND/OR CITY OF ZEPHYRHILLS SEE SHEET A3B FOR PARTIAL FOUNDATION PLAN FOR ELEVATION'S ORDINANCE ' q o IS 6 " o r O 111 N 7 0I ISSUE HISTORY : WHETST0 E z o O. DATE VER. DESCRIPTION APPVD ORWN- 2004 5 rd AV L3NEA1$ON SURVEY SHALL BE PERFORMED AND A ,. BY Z Z 10103/05 4.0 2004FBCUPDATE Mc CERTIFICATE SHALL BE ON THE SITE FOR THE a > o a Q 10/25/06 So TW VERSION 5.0 CREATED MC ItJEF11 INSPECTOR'S USE. OR, ALL PROPERTY MARKERS 10/25/06 5.0-W TW VERSION5.0-W CREATED FROM 5.0 MC A XPOSED AND A STRING STRETCHED FROM SHEET Q 07/30/07 5.0-6.0W TW WHETSTONE/SEIPLANS MERGED SN . fvWthY4tQ MARKER TO VERIFY REQUIRED SETBACKS. HAROLD W L.JASON # 64003 RENATO A. C/ Tfff # 64764 SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES wa 3 �so 62B' o4i=oWW �gogew° �3 OPT.SHOWER I.L.O I'Ve STD.TUB.(01 MASTER BATH - ¢O EXTERIOR REAR BLDG. CORNER 11'-1` 12'-1' 5'-6" 16'-4' 17-6" LOCATION. OPTIONAL 2866 FBGI TB r� +sue,, _ ------- w/-0S SEA cAEDOooR NCO 11 "a+ll HECK BOX IF THIS LLJ C7 " CLEAR.TEMPERED 2 2 It COMP 4! NAPPLIES TO j1 O GLASS ENCLOSURE 3312SH , H� 25SH ia`" 'Q O t ' rHE PUW. 7 AICCOMP. HD ad• HD ate' HD 6$ , i 24'DOOR .•-"a`09 E 53 EGRESS 11 Q COMP ■ t8' r�p iv t( )/ (`�' DRYER VfR IN ¢ /�f,,.�r'(✓' t s✓ O2007 WINDWARD HOMES {L _ MASTER BATH P ACCESSIBLE $ ( 9 030-AF BO {„ i� �' \` B In 48x12 F.G.O ❑ CHECK BOK IF THIS p L HD 6 T4-AFF.TOLTHE IP NAPPLIES TB iq 2-CAR GARAGE N m d ■ BEDROOM-3 nktar ( BEDROOM-2 � �x�, ■ 26M CI9.Q8• `.� 7 llk ta-4- STAND0 CI9.QaAFF CIO®6' 31,V AFF.USE / p w y 8'-7" NOTE:ALLOW FOR » x L MAST R 2' 2 5" 5'-9` ry� UNOBSTRUCTED CCGyE x O rc C tl SUITE VERTICAL RISE OF J T U ,� q HVAC MECHANICALS O A ,a` 13k13' 8'CLG. ] AT GARAGE WALL. __1j__, 14'-0""a N - D �B R-tt INSULATED Flo 40668E AT - _ (1}SH. GAR.FRAME WALLS C7 o ILLTERNATE HASTE SUITE a �' ] __— - ENTRY 6 W.I.G SE SHEET ' i 1_AR NOTE: ALL PLUMBING,ELECTRICAL AND MECHANICAL o OS7 FOR OPTN)NS. G- ®a TOP® 'AFF TLA T PICAI o ROUGH-INS MUST BE COMPLETE,INSPECTED AND ECKBOKIF „B„ APPROVED BEFORE REQUESTING THE FRAMING DPTIDN APPII �? INSPECTION. ��® B _ � , 8 WALL,...,4 ,., � 0•PLAH7�HELF 3•_g„ 11'_5• 2©,_6" t •a �_/ DE€O S .IP fL 1.C URhn.i:,N o MASS RY.S EDETAILTRSSHEET nsv. U t r 6'-0" MASONRY.SEE DETAIL THIS SHEET N SEE D� > I ON T ET CLG.VA N ClG VAULT ■ ■ ¢ _ 8'WALL®d0'AFF. SOLID CORE m KITCHEN I(Dw.I ININ j FAMILY LIVING ■ m T ENTRY Q� o O6 Vaunted Cig. B tt'x17 1 trx is AvO. " FLAT Mg.® m PATIO 3`_2 i - Vau6ed Cig.' VauBad CIO. 0 8'-6'AFF m m ■-- tt'x 23'4Y 'B r' o Y e 2 m- /ELEV. _`( U i W/ELEV.C) O :NOICATE554EARw?_ 2'BARTOP + 5d" $ O INDFCATES i,i 55 %I TO CLG 1! ■ it REFRIG. WALL FILLED CELL CONT_ - J4}SH. '--- -- OHG 7 (1}SH ■ �"-' rN r FTG.'C N.O. _ PRECAST WACO.ABV. Y 0 L TYPICALI ■ ■ ■ - � HD®6-0' HD/O6'-8" 80016-8" �8'-8'AFF. LINTEL t5t U" 6-0" g'U" ll.J THE GARAGE SHALL BE SEPARATED FROM = THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO 1t-D" 62-6' - p THE GARAGE SIDE • DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE CAST-CRETE LINTELS OR EQUIVALENT GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAUGE SHEET STEEL OR FLOOR PLAN: ELEVATIONS 'A' & 'C' OTHER APPROVED MATERIAL AND SHALL USE 3000 psi FINE GROUT SCALE,/6•-,.0• o HAVE NO OPENINGS INTO THE GARAGE (3/8"AGGREGATE MAX.) 24x36;t/4'=,•.w O WHEN GROUTING BOND BEAMS& LL PRECAST UNITS. SEE SHEET A3B FOR PARTIAL 8"KNOCK-OUT FLOOR PLAN FOR ELEVATION'B' o 0 O 16 y n BLOCK, MOST M USED' N 19 MUST BE O n O CONC. FILLED, 12 THIS AREA (2I 2x8 P.T.W/1/" O N FUTCH PLATE W/(1)#5,TYP 6 TYP. METAt6 X24' 8"BLOCK, EMBED DIN OR CONNECT O S EMBEDED IN LINTEL Q CONC. FILLED, WHETST0 ENGI E RI & ESTING, ING z ISSUE HISTORY : TYP 2004 53rd AVE t=L-3A 3 12 O m E� • m • m • ELEV.a-a w 1vJ. DATE VER. DESCRIPTION APPVD CERTIFICATE A I / i-ION z By ATTACH iST PLY TO Z Ir r DATE 4.0 2004FBCUPDATE MC t-- N N CONC.FILLED,TYP QQ (WITH OR EACH TRUSS HEEL a j O d LL LL LL i LL LL t� .i t31 tza Q ,0/25/06 5.0 TW VERSION 5.0 CREATED MC W 0D 00 00 0° WITHOUT REBAR) A GARAGE ASHEET 10/25/OR s.aw 7W VERSION 5.0-W CREATED FROM 5.0 MC O O O O 5 HAROLD 1 TYP.ENTRY TRUSS PROFILE DETAIL Q 07/30/07 5.0-6.OW 7W WHETSTONE/SEI PLANS MERGED SN (1)#5,TYP r E# 44099 ® ELEVATIONS A&C LINTEL TYPES I SECTIONS L.JASO 64003 NTS. A2 SCALE:N.T"s. RENATO A. C O T # 64764 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C it od"wim�wm �agsw= o co 2x4 TOP PLATE W/3-12d NAILS LU M M AT EACH CONNECTION ROOF TRUSS- OVERHANGS: 12 TYPICAL EXCEPT 6'@ GABLES. "x 6"SQUARES 0) m' TAILCUTS: SQUARE 7'a 04 2x4 BLOCKING BETWEEN --- ROOF VENTING INFO. J<J CUT AT 45 DEG. ;•o TRUSSES W/MIN.3-12d NAILS AT EACH CONNECTION ENTRY DOOR STYLE MAY VARY. TYPE QUANTITY LINEAR FEET Q FASTEN 7/16'APA RATED SHEATHING 2x8 FRAMING SEE SELECTIONS FOR ACTUAL DESIGN. (MIN) OR OSB TO BOTH FACES w/8d NAILS 1/2"W x 1/4'D Di @ 4"O.C.BOUNDARIES,6"O.C.EDGES, RIDGE VENT 40 SCORE CUTS c &6"O.C.FIELD. TYPICAL. oo t TOP OF MASONRY N m D MIN(3)1/4x3 1/4 TAPCONS OFF-RIDGE VENTS GABLE DECORATION AT THIS LOCATION z�L1 F BOTH SIDES PRECAST- R ELECESSED LINT O 2x8 PTW/1/4x3-1/4 ------------------------------- o STAGGER @ 8'O.C. fl1 DENOTES DESIGN WIND (~ STAGGERED TRANSOM FRAMING PRESSURES FOR COMPONENTS AND CLADDING(psf) [2 FIBERGLASS SHINGLES TYPICAL TYP. 6"x 6"SM.TEXT. r' ` SQUARES @ 45 7-H G. SEE A/S6J v FIELD BUILT FOR EXTERIOR N ROOF CRICKET FINISH SPECS. 312 SLOPE BTM.CHORD OF ENTRY TRUSSES TYP. N � m MEAN 8"BAND,TYPICAL m N BLDG HT -------- BTM OF ENTRY +39.1 6"ALUMINUM HEADER @ 6:12 -42.4 FASCIA TYPICAL Q SLOPE. TOP OF MASONRY TOP OF MASONRY p PDfflED °D a LiDDDDDD 1 F-11DDO N W____ ___ on mm _ F (REF). Z FINISH GRADE O 2007 WINDWARD HOMES w LL +36.7 +32.9 SEE A/S4 40.2 36.2 FOR EXTERIOR N. FINISH SPECS. 0 0 0 o m N. m o n o0 FRONT ELEVATION G' SCALE: o'o 11 x 17:3/16"=1'-0" 24 x 36:3/8'=1'-0" WHETSTONE ENGI, ER STING,INC. BANDING NOTE: ISSUE HISTORY : 2004 53rd AVE E R T FL 34203 ALL BANDING TO BE SCORE CUT, o W oRwN. CERTIFICATE 0 A Z ION# 9298 NO DATE VER. DESCRIPTION APPVD BY 1/2"WIDEx1/4"DEEP, SMOOTH g W a of 10/03105 4.0 2004 FBC UPDATE MC Q FINISH INSIDE SCORE LINES,10/25/06 5.0 TW VERSION 5.0 CREATED MC AU I U I t5 UNLESS BOX BELOW IS CHECKED. SHEET A3 0713=6 5.6W TW VERSION5.0-WCREATE MERGE.0 MC HAROLD W. # 44099 WHEN BOX IS CHECKED, Q 07!30/07 5.0-6.OW .2L.. WHETSTONE/SEI PLANS MERGED SN L.JASON 64003 ❑REFER TO RAISED A3 c RE NATO A. R # 64764 BANDING CUT SHEETS. "SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES Page is too large to OCR. C RANGE HOOD OR MICROWAVE PER (2)3-BULB LIGHTS 3-BULB LIGHT COMMUNITY PER SPEC PER SPEC SPECS 30'H.12'O.H.C. TYPICAL 30•H x 12'O.H.C., TYPICAL. E i SHOWER HEAD ®® OPEN jJ C.L. 6'-6'AFF RAISED I RAISED % CERAMIC TILE 421-I MMIIRRO) MC 42'H MIRRO CERAMIC TILE f_fl BAR TOP I o j BAR TOP 4'SPLASH TO 6'10" OPT PLA� ; TO 6'10' 4'SPLASH i[1 A i LAY. 4'S H SLAV. LAVT/ 4'SPLASH TPH - L 30 RANGE 39•REFRIG.SPACE DISHWASHER DBI SINK f 7 KITCHEN ELEVATION KITCHEN ELEVATION MASTER BATH ELEVATION D BATH 2 ELEVATION o 0 N m A NOTE: 12'HARDIBACKER IS REQUIRED 24'ABOVE GARDEN TUB DECKS AND ON TUB FACE. 12'HARDIBACKER IS REQUIRED TO THE CEILING FOR ALL SHOWER AND SHOWER/TUBS. & 2-5_ 6"I PLANT 12" PLANT SHELF l-1/25 IC COUNTER W/PLASTIC LAMINATE U. I • PLASTIC LAMINATE Q 4' CENTER BACKSPLASH m RECESS SUPPORTS N (n m , AT 24.O.C. ^' o rl m VJ c Z .a, _1 DRYWALL v 3 0" O 3" sr16 o �+s o.C BASE 2X6 D P.T.BTM O PLT. FINISHED I I� 3 TYPICAL BAR SECTION a 6 2" 2 ARCH ELEVATION SCALE:N.T.S. NICHE DETAIL INTERIOR ELEVATIONS s o SCALE a 11 x 17: 3/16" = 1'-0" 24 x 36 3/8" = 1'-0" Z (6 o l7 • ISSUE HISTORY : DRWNE " o N DATE VER. BY . DESCRIPTION APPVD WHTST0NE 5'1N ERi &TESTING,INC. U. 53rd AVE E Ci� NTON 1=L 34203 z o W J a a a 10/03/ES E s a.6 2004FBCUPDATE Mc CE iL.TIGN # 9298 SiU r 1025/06 5.0 T4 VERSION 5.0 CREATED MC O +025/06 5.0.W TW VERSION5.0.WCREATEDFROM5D MC gI LEVATIONS ARE INTENDED TO ILLUSTRATE LOCATIONS SHEET 87/38/07 5.Ofi.OW TW WHETSTONEISEIPLANSMERGED SN I-{AR0LD 4,p4j ERS, KNEE SPACES, FIXTURES, ETC. REFER TO L.JASo (EP ETS FOR SPECIFIC INFORMATION ABOUT CABINET AD1 RENAL® A IR46LLS, AND COLOR OPTIONS. SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR Lot 13 Bk c g w�����g w� mi9.-iS LLaw �wmw ��o8wg �g fo°wi ENG.ROOFTRUSSES �3� ��_ @ 24'O/C MAX. TOP OF �3 WALL SHELF 12 NIGH X8'4" M O W M i Co f BEDROOM 3 72 ' O LJJ [tJ ll Wiiiiii1 CO 0 0 ur N m d i J __ 11 o A BUILDING SECTION"A" SCALE: 11x17:3/16'=1-O 24 x 36:3/8"=1'-0" C9 U C4 (J) FOUNDATION SLAB L7 U OUpp FF REFI i O_ _ __ W EOF = i CONS.IRIR TT FASIENERLOCALOGTION }72 THICK FbP CONCRETE SLAB SIZED PER /041/SIZE I SCREWS SR - NC MFRS SPECIFICATIONS __ •rte EACH SIDEL� I TOP OF SlPB z PER ME 2 U !� PER SUE ri W to 25/TORE 3 (3 PER SUE tl14 SCREW W/GASKETED WASHER: z (TYPICAL)LOCATION 8 NUMBER GREATERTHAN 3G DESIGNED PLAN PER TABLE THIS SHEET. PER SUE OR MORE BY END. THAN5TONS AS A/C P DET I o 0 O o ` h OUTLINE OF O n p COND.UNR N O / LOCATIEWW/GAERPERTBUE'AD : f LOCATION d NUMBER PER TABLE'A'*14 WHETSTONE E GI Es T z T"IB5'�T. ISSUE HISTORY : 2004 53rd AVE ON 4k Q03 o NO: DATE VER. DB DESCRIPTION APPVD CERTIFICAT.�. 3 1i N "298 FINISH GRADE z W z 10/03/05 4.0 2004 FBC UPDATE MC 7 j 0 d Q 10/25/06 5.0 TW VERSION 5.0 CREATED MC 3II2 THICKFWP CONCRET10)25/06 5.0-W TW VERSION 5.0-W CREATED FROM 5.0 MC HAROLD W. EA ELEVATION NC SP FU SLAB CATIONS SHEET Q 07/30/07 5.0-6AW TW WHETSTONE/SEIPU 64003 x 089 WSMERGED SN L.JA5ON ER # AD2 RENATO A. A E# 64764 NC PAD DETAILS SCALE:N.TS 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C DISCONNECT®12 CLEAR OPTIONAL SERVICE DOOR OF A/C COMPRESSOR LIGHT 8 SWITCH ('7 OPT. OJ sf(h i OMP A - t W M 220V,NC 31}•. 11 'a \ "� , 7 WIDISC. ___ 'IL=__= I C' N oPr. lfl' t COaP �t _ n cr7T21C.4.L l.L.-. .__�, � \ AF .ANA. �l N TE MASTER B TH , / / 1� ------------------ ` � O UNLESS OTHERWISE NOTE ID: BEDROOM-3 BEDROOM-2 __ N a)1.ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR '�/ / \S `, $ C TO CENTEREDLINE OF THE BOXTO BE:12'A.F.P.(GENERAL) ` 5 O - AF AS N n KITCHEN 44'AF.F. AF 1 BATHROOM. 39'A.F.F. u 1201 LAUNDRY ROOM 36'AF.F. I1 W..t CENTERED u FAN FAN / WH. EXTERIOR WATERPROOF '.2'A.F.F. ` CEt F'RED:12` - - E1y3TE I � GARAG'c GENERAL PURPOSE STATE. i ,AF vY RED novAH ` q RRNGE 2'AF.F. I " . MASTER SUITE /DISC \ b of 2.ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE. O 3.ELECTRICALSWITCHESTOBEAT 42'CENTERLINEADOVEFWISHEDVLOOR. AF AF � g Or I � � 4.ELECTRICALICTPLANS INTENDED FORWIl BID PURPOSES ONLY.ALL WORKCO SHALLLATEST aj t� Us O �y BE DONE IN STRICT ACCORDANCE WITH.:THE NATIONAL ELECTRICAL CODE,LATES': AF \ V HALL w 1 EDITION.ETA LCANOED ELECTRICAL CONTRACTOR WHO SHALL BE PESPONSIBLE \ +tLRED - BATH-2 /2-CAR GARAGE I FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL.WIRING AND ACCESSORIES.5.SMOKE DETECTORS SHALL SE INST ALLED AS DIRECTED BY NFPA 7OASMOKE DETECTCRS SHALL BE INT.ERCONNECTED AND CAPABLE OF OPERATING ON � -PIT ERACORDC(BAT7ERIESj - o B ARC FAULT RECEPTACLES IN AL BEDROOMS PER FRC 2004 ELECTRICAL. _ - Dnv DINING ROOM t kfc�TCHEN/CAF � ` cENrEREo @@REWIRE VJ jI , �I ;LECTRICAL LEGEND: ,�\�� IENTRh-_! r,. dpi SWGLE POLE SWITCH (CHIMES ! DOOR BELL CHIMES '\ -M.�M. O FLOOD LIGHT O- DOOR BELL ' ' ' 3?3Y `•`` /-ISL59452-8 COACH I UNi 2 DOUBLE POLE SWITCH ' y S3 THREE-WAY SWITCH ___________ t'+ DOP M�,,4 FOUR-WAY SWITCH CEILING FANS ' ❑ ' k3 yDM DIMMER SWRCH c SP PREWIRE SPEAKER WP c REC.UDC- HOOD/MICROWAVE CEILING FIXTURE • STD. I OPT. JUNCTION BOX SEE COMMUNITY STANDARDS >- (REMOVE FLOUR. �•A.•v_�, T f r CTO THERMOSTAT F RECESSED FIXT RES a SCONCE ;-4 ARE USED.) flDBL 24 FLUOR.FIXT. W irI W/DIFFUSER ® ELECTRICAL = b�J VY 110 VOLT DUPLEX OUTLET ELECTRICAL PANEL qy 110 VOLT SPLIT SWITCHED OUTLET PANEL C) 110 VOLT ARC FAULT OUTLET o INTERCOM SYSTEM y�L DEL 24'FLUOR.FIM ELECTRICALPLAN GROUND FAULT INTERRUPT 0 GARAGE DOOR PUSH BUTTON SCALE: W WP WEATHER PROOF GFI OUTLET DBL 48'FLUOR.FIXT. W/DIFFUSER. 4 11 x 17:1/6•=1'-0" 220 VOLT OUTLET 24x36:1/4 =1-0 ,-BULB WALL MOUNTED LIGHT PER SPEC " s$ SPECIAL SERVICES OUTLET DBL 48'FLUOR.FIXT. T.V.OUTLET 2-BULB WALL MOUNTED LIGHT PER SPEC TELEPHONE OUTLET SINGLE 48'FLUOR.FOOT. 0 0 0 ORECESSED LIGHTING 3-BULB WALL MOUNTED LIGHT PER SPEC BATH FAN W 'O MOISTURE RESISTANT RECESSED LIGHTING BATH FAN W/LIGHT RECESSED LIGHTING O 4 MINIATURE RECESSED IiiM ELEC.METER O0 16 LIGHT FIXTURE TOP OF TOP OF " r O MASONRY MASONRY TOP OF 1N O N ... ..:_-..- - MASONRY � O S O ® p mp Ei ry m0 O N 4' m NCc DATE VER. DBWN' DESCRIPTION APPVD oO / o0�'. o� QZ (n r Z 10/03/05 4.0 2004 FBC UPDATE MC -—-u o- - - O- ® _ _—_ _ a > ❑ a iQ 10/25106 5.0 TW VERSION 5.0 CREATED MC SHEET ,025106 5.0.W TW VERSION 5.0.W CREATED FROM 5.0 MC PARTIAL ELEV'A == PART ELEV'B' PARTIAL ELEV ACA Q 07/30/07 5.0-6.DW TW WHETSTONE/SEI PLANS MERGED SN SCALE: SCALE:' E 14x36: =1'-0' 24x36:1/9'=1'-0' 24536:1I4 1'4T E 1 24x38(:/4'=1'-0' 24536:VW 1(4' I-S 24x38:1/4'=1'-0' 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVRLot 13 Bhc3 [NOTE SEE SELECTIONS FOR SPECIFIC FLOORING (VINYL OR TILE)DESIGNATED BY THIS SYMBOL(WHEREVER SHOWN). cl) ----------- f/1 N 00 I♦' ' ' TAMP 41 'I I AMP ' L C MASTER BATH BEDROOM-3 BEDROOM-2 (V DO 01 CARPETED CARPETED (12) (11) ••. CARP. E.,.! -MASTER SUITE' AR • CPETED BATH-2 2-CAR GARAGE (10) CON(2) CONC.FLOOR. _ (41) h1 , $ LMNG ROOM ♦.. CARPETED ♦ 1 DINING ROOM (20) I C AITCHENICAFE Ii I CARP D _ m o (�) I FOYER r . i t (24) ENTRY BROOM FM i --- CONC.FLR - O ( ) f � F qC a W c � FLOORING PLAN SCALE: 11 x 17:1/8 = 24 x 36:1/4"= g D_ z 0 O J LL � O N ISSUE HISTORY : Z O z o O W NO. DATE VER. D B " DESCRIPTION APPV D Z 0) W ~ 10/03/05 4.0 2004 FBC UPDATE MC Q 10!25/06 5.0 TW VERSION 5.0 CREATED MC SHEET 10/25/06 5.0-W TW VERSION 5.0-W CREATED FROM 5.0 MC Q 07/30107 5.0-6.0W TW WHETSTONEISEI PLANS MERGED SN F1 •SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVRLot 13 C pJc /1 j '��-;�� C \\ C '.� ------`---- in N GO 4` `41 ®^` ♦ WMM COMP 0 A II* ��II 9 1 G) O I!__________________ TI I ® ® 12 X8'CL.M. ` O ULA:R2Ti Lfl46GT: M c (VENT TO ATTIC) p N O ® BEDROOM-3 BEDROOM-2 I r m d MECHANICAL LEGEND �WJ II MASTER r��t' O A SUITE AIR HANDLER Y W BATH 2 J MPER 2-CAR GARAGE FR F FILTERED RETURN R R AIR- CEILING T ` / I ", JUMPER FILTERED RETURN - N •/1 AIR-WALL ® KITCHEN 31 I DINING FAMILY LIVING m o ROOM ��I PATIO FOYER ENTRY PASSIVE RETURN AIR ------------ x JUMPER } AIR SUPPLY I � w C THERMOSTAT FRESH AIR VENT U BATH FAN W w MECHANICAL LAYOUT SCALE: 6 `� VJ N 11 x 17:116" 1'-0" f7 24 x 36:114"=1'-0" AA ISSUE HISTORY : Z O Z 0 O W NO. DATE VER. DRWN.6Y DESCRIPTION APPVD I,- Z rn W Z 10/03/05 4.0 2004 FBC UPDATE MC Q 10/25/06 5.0 TW VERSION 5.O CREATED MC SHEET Q- 10/25/06 5.0-W TW VERSION 5.O-W CREATED FROM 5.0 MC Q 07/30/07 5.0-6.0W TW WHETSTONE/SEI PLANS MERGED SN M 1 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C LINE OF OPTIONAL LINE OF OPTIONAL GARDEN TUB GARDENTUB � "G 33/2 SH 33/2 SH HD 6'-8" HD 6'-8" LLo�g, ga 11. 0f v I PH 3 Ii BEDROOM 3 I C)c�v MSTR. PH W m U) BEDROOM 3 MSTR. BATH xnI BATH 2 o I my o 18"TB I a LL my= 18"TB 1 OL to CV Do m WI o 1 M.C. `� TB w, LL 1 M.C. `� TB _ ___________1126 KT I 26 PKT 3 v 14'-0" " '-5" ;0 14'-0" 2'-4" 2'-5" Q u^ is AF ; in W AF O C N o MASTER SUITE N o MASTER SUITE 0 2 x x AF- m = 13X13 13X13 13' gig.@ Vol. AF Clg.@ Vol. o c`o L N m 0- I 1-SHELF 1-SHELF O �_ I REWIRE W.I.C. i I REWIRE W.I.C. m AF Clg.@V I. ,LL AF Clg.@V I. ,LL v I I I m I to I if o w AFB\ 5'1" PLANT SHELF N= w AFB\ 5' 1" PLANT SHELF p PER STD.PLAN. p PER STD.PLAN. e (SEE SHEET A2) (SEE SHEET A2) v WALL NICHE IN 6"WALL: WALL NICHE IN WALL: 2"RECESS:SILL @ 42" 2"RECESS:SILL @ 42" m ARCH TOP @ 7'-8"AFF. ARCH TOP @ 7'-8"AFF. N SEE 1/AD1. SEE 1/AD1. v I_ 1 I I_ l I m c I I I I I �' KITCHEN I- J REFER TO SHEETS A2&El KITCHEN I_- , REFER TO SHEETS A2&El O FOR BALANCE OF PLAN & I FOR BALANCE OF PLAN& INFORMATION NOT SHOWN. INFORMATION NOT SHOWN. MASTER SUITEIALT.ENTRY&WALK-IN CLOSET OPTION MASTER SUITE/ALT. RY&WALK- CLOSET OPTION w SCALE: w/M NIC 11x17:3/16"=1'-0" 8 24 x 36:3/8"=1'-0" SCALE: 11 x 17:3/16"_ 24 x 36:3/8"_ -0" z O •� CHECK BOX IF THIS OPTION HECK OX IF THIS O ON a �' PPLIES TO THE PLAN. PPL S TO THE PLAN. o IL 1- O O 0 In 6 o n u) O M O vVHETSTI TESTING, INC. 2004 50N FL 34203ISSUEHISTORY : CERTFATI0N a 9238No. DATE VER. N' DESCRIPTION APPVD 7OI10/03/05 40 2004 FBC UPDATE MCiA 1025106 50 TW VERSION5.0CREATED MC1025/06 50-W TW VERSION5.0-WCREATEDFROM5.0 MC HAR # 6 44099 $HEFT L. PE# 64003 07/30/07 5.0-6.0W TW WHETSTONE/SEIPLANSMERGED SNRE PE# 64764 osi 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR Lot 13 Block 3 I. GENERAL: III. MASONRY: V. WIND LOAD NOTES: r, °cn° 1.1 SPECIFICATIONS = FRC 2004 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 a N 1.2 DESIGN LOADS: (CURRENT). 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) TCLL = 20 PSF 5.3 WIND IMPORTANCE FACTOR = 1.0 ¢' TCDL = 10 PSF 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, 5.4 BUILDING CATEGORY = II M y BCLL = 10 PSF TYPE M OR S. 5.5 WIND EXPOSURE CATEGORY = C "' a BCDL = 10 PSF 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS 5.7 EXPOSURE CATEGORY = ENCLOSED °4 a 1.3 ANCHORAGES SHALL BE HOT-DIPPED GALVANIZED, AFTER FABRICATION CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). PER ASTM A 90. 5.8 ROOF DEAD LOAD: 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER 3.4 GROUT SHALL CONFORM TO ASTM C 476. (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF W Z VENDOR-PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL NOTES. REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN 5.10 COMPONENTS & CLADDING (GCp) (ROOF): 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN GROUTING BOND BEAMS & PRECAST UNITS. ROOF ZONE 1, NEGATIVE = -1.00 ROOF ZONE 2, POSITIVE = 0.30 ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. CONFORM TO ASTM A 615 GRADE 40 (MIN.), 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC DEFORMED. 2004 AND WITH ASTM D 3161 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED 3.7 PROVIDE CLEAN-OUT OPENINGS FOR EACH GROUTED CELL. 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SPECIFIED. SHELLS. 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. BRACKETS USING 1/4"xl-1/2" HEX-HEAD LAG BOLTS FULLY SEATED IN PT 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL IV. FOUNDATIONS: 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 w/ 1/2"0 ANCHOR BOLTS w/ 20 WASHERS C© 18" O.C (5 MIN. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 7/16" APA RATED SHEATHING TO FRAMING WITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE H TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. 0 THE ROUGH OPENING SUBSTRATE. CONCRETE. Z 5.17 WOOD-FRAME SHEARWALLS: FASTEN 7/16" APA RATED J 2.2 CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN A MINIMUM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE TOP AND Cr "-4 W COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI AS MEASURED BY BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. TESTING CYLINDRICAL SPECIMENS PER ASTM C-39. PROVIDE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL U II. WOOD FRAMING: BE DOUBLE STUDS FASTENED TO BOTTOM PLATE WITH ONE (1) SIMPSON LTT20 TENSION TIE 2.3 SUB-GRADE SHALL BE FREE OF ALL VEGETATION AND ORGANIC WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS MATERIALS. POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10 16d NAILS. j AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF 2. .4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING Z THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED AS A WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. TOE NAILED AT END BEARING CONNECTIONS. 2.6 SUB-GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 4.2 TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA), 4" O.C. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE ALONG PANEL EDGES, 6" O.C. ALONG INTE DIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING INSTITUTE'S (TPI) BSCI 1-03. SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PAN a. CONCRETE CAST AGAINST EARTH = 3" COVER 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) MINIMUM U.O.N. 2.9 SAW CUTTING SHALL BE IN ACCORDANCE WITH ACI 302 (CURRENT). SAW 4.4 ALL LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SP (MIN), CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM REVIEWED FOR COMPLIANCE WITH THE WHETST E EN IN RING STIN^ ( ) ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. 2004 53rd AV T NFL 3 LOAD PROVISIONS OF THE 2004 CERTIFICAT I ATION # STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS EIDA RESIDENTIAL CODE (FRC) & SHALL BE LAP-SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 LBS PER SQ. FT �E IDA BUILDING CODE (FBC) (w/ NAILS. 05 & 06 SUPPLIMENT), AND ASCE 7-02 4.5 ALL NON-LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF ALL OTHER DESIGN ELEMENTS SHALL BE SHEET NO. (MIN), STUD SPACING AT 16" O.C. HARO EA PEN 44 -E RESPONSIBILITY OF THE CONTRACTOR L.JA EP , E#64003 S-1 RENA C TTI PE# 4 6478 F. JASON BERGER, P.E. DATE PE# 64003 SVRLot13Block3 8" C.M.U. INSULATION 2x4 SPF STUDS , FINISH @ 16" O.C. - PER ELEV. 25" LAP MIN w M 1 #5 DOWEL "1 2 GYPSUM BOARD EXPANSION JOINT 1 FINISH FLOOR TYPICAL 3-1/2" / +�- 10" (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP 3-1/2" =,N 3-1/2" CONC. SLAB 3-1 2' b CONC. SLAB FINISH GRADE �iN "� ��N / c `� r� CONC. SLAB a� dj FINISH GRADE _ 'ICN 4" U 1 (2) #5 BARS CONT.,•. 8" 42" c7 ^Z 2 #5 BARS CONT. O A EXTERIOR MASONRY WALL FTG B THICKENED SLAB EDGE C THICKENED SLAB @ GAR. (NON-BRG.) D EXTERIOR DOOR SILL S-SCALE: N.T.S. SCALE: N.T.S. S- SCALE: N.T.S. S- SCALE: N.T.S. S- VERTICAL WALL REINFORCEMENT (1) #5 DOWEL PLACED TO 25" LAP MIN. MATCH VERTICAL WALL 1 #5 DOWEL REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB w/ SPLICE = 25" MIN. ) FIBERMESH (f'c = 2,500 psi (MIN.)) 3-1/2" CONC. SLAB 14-1/2" FINISHED FLR. 8" C.M.U. 13" DRIVEWAY C> 3-1/2" CONC. SLAB FINISH PER. ELEV. k /Im A FINISH GRADE o Z 8"x16" CONCRETE FOOTING ': IVTREATED w/ (2) #5 BARS CONT. (f'c=2,500 PSI (MIN.)) 24"x24"x16" FTG LL EXPANSION JOINT ao •~' 1'-4 2 #5 BARS CONT. Q CLEAN COMPACTED, TERMITE 2 -0NOTES: STRUCTURAL FILL D V Z J FREE OF ALL DEBRIS Z v) E GARAGE DOOR RECESS 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. G MASONRY COLUMN FOOTING o '� S- SCALE: N.T.S. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL S- SCALE: N.T.S. L� REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION } 1/2" GYPSUM BOARD O Z F OPTIONAL STEMWALL FOOTING 1/2"0 x 8" ANCHOR BOLT o 2x4 SPF STUDS 2x4 SPF STUDSw/ U) SCALE: N.T.S. 2" WASHER @ 18" O.C. .--� @ 16" O.C. 25" LAP MIN @ 16" O.C. OR 5/8"X 8" A.T.R. 5/8"0 x 6' 8" C.M.U. 1 #5 DOWEL SET WITH SIMPSON S.E.T EPDXY 1/2" GYPSUM BOARD SIMPSON TITEN HD FINISH PER ELEV. INSULATION ANCHORS @ 18" O.C 3-1/2" STEP 'iN H ' 3-1/2" CONC. SLAB 3-1/2" STEP '� 3-1/2" CONC. SLAB COLD JOINT $ (2) #5 BARS CONT. 14 1'-4" 2 #5 BARS CONT. (2) #5 BARS CONT. H FOOTING @ INTERIOR BEARING J MASONRY WALL FOOTING @ PATIO TS E N ARAGE (BRG.) S- SCALE: N.T.S. S- SCALE: N.T.S. S I6[1 f ImF.SA ON #9298 SHEET NO. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE AUG 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) L. JASON � B,W.P. ATE S_2 (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN JASON B # 44th 64003 L. ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. L.RENATO A. C64003 64764 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. SVRLot13Block3 00 M M c SEE NOTES FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS b c� FASTEN VERTICAL 2 x 4 MEMBER 2 X 6 SYP 'L' BRACES @ 48" O.C. TO SCISSOR TRUSS w (3) 16d NO SHEATHING JOINT HERE / FASTEN TO GABLE END STUDS Cj NAILS PER CONNECTION. w/ 10d NAILS @ 8" 0/C W z c 2x6 SPF SUB-FASCIA 2x4 SPF BLOCKING @ 32" O.C. 2 x 4 BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM EITHER LADDER FRAMED FIRST FOUR (4) FRAMING BAYS MIN @ GABLE ENDS (TYP) OR PACKED OUT. FASTEN TO TOP & BOTTOM CHORDS w/ (3) 16d NAILS FASTEN 7/16" APA RATED SHEATHING (TOENAILED) EACH END TO GABLE END FRAMING w/ 8d NAILS @ 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS Cn CEILING " 3-COAT STUCCO FINISH. RIDGE APPLIED PER ASTM C 926 J E 2 x 4 SYP BRACE NAILED TO BLOCKING w/ 16d Q O N SIMPSON 12" TWIST STRAP NAILS @ 6" O.C. FOR GABLES OVER 24-FT INTERIOR HIP VAULT: TYP (4) FRAMING BAYS �J••i 6:12 SLOPE CENTER AND 3:12 SLOPE SIDES. Z �l FASTEN BLOCKING TO TRUSS USING SIMPSON MTS12 w / (14) 10d NAILS• 1/2" S.R. GYPSUM BOARD 0 a w/ 5d COOLER NAILS @ 7" O.C. ATTACH GABLE TRUSS TO 2 x 4 #2 SYP TYP. PLATE w/ 16d @ 4" _ o O.C. STAGGERED PLACE SHEATHING �. � FLUSH w/ MASONRY W 5 z (2) 2x6 P.T. SILL PLATE _ w/ 1/2"0x12" "J" BOLTS @ 24" O.C. MAX R IEWED FOR COMPLIANCE WITH THE ND LOAD PROVISIONS OF THE 2004 ORIDA RESIDENTIAL CODE (FRC) & A GABLE-END DETAIL @ HIP VAULT W ETSTON E GIN sd� CODE (FBc) (w/ � ORf iL WLIMENT), AND ASCE 7-02 SCALE: N.T.S. oO" 3r I g�N ELEMENTS SHALL BE SHEET NO. CERTiFI RESPONSIBILITY OF THE CONTRACTOR n : 6 ?Our P f 4IMR, P.E. DATE -6 L. SO IGER PE# 64 ffi 64003 C RED i ,ROTT! PE# 64764 SVR Lot 13 Block 3 00 M C'n NO SHEATHING 6" MAX. w JOINT HERE 2X6 w/ (2) ROWS OF 12d NAILS Q 8 "' a N 12" STAGGERED (EACH ROW) AV A rn 2x6 SPF SUB FASCIA 2X4 SPF BLOCKING © 32" O.C. %" 3-COAT STUCCO FINISH. O APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE E GALV. 'L' FLASHING SET IN ASPHALT SEALANT I�Z ATTACH EACH PRE-ENG. MONO TRUSS TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. / - ROOF SHINGLES (SEE PLAN) 2X6 SPF SUBFASCIA r J � J Q Q ? / _ s = o 3 Z a O z 1 Z SEE PLAN FOR SETBACK i \ O TRUSS ANCHOR PRE-ENG. GABLE TRUSS (SEE TRUSS SEE ROOF ENG.) FRAMING PLAN A BOSTON HIP FRAMING SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2OO4 RESIDENTIAL CODE (FRC) & WHET TONE EE ER' O&TESTF� BUILDING CODE (FBC) (w/ 2004 53rd AN E . ENTON F 6 SUPPLIMENT), AND ASCE 7-O2 CEPTIFICATF I ORIZATIO L OTHER DESIGN ELEMENTS SHALL BE SHEET NO. THE RESPONSIBILITY OF THE CONTRACTOR 20u7 HAROLD ,AN PE# 44O99 S-6 L.JASC R PE# 64O ASON BERGER, P.E. DATE RENATO OTTI PE# 64764 PE# 64OO3 Endura For Masonry Rough Openings DOOR COMPONENT SYSTEMS ft CLH H CLH H ___ H I 1 t �_ l 1 } _ l 1 l (81 Strews per — _. site at 17S 5t 5cre per t5)Borer's.per St scar spadeg for ..,.. 6.+8 unite sparar'q far spacrrj for spa c t (7)Screws per Sf6uni a 6"'tm 72.. shfoatfA ,Screws:,aer e?}Screws per +ft i,-re•«a per spacing for Sane ar 14' 5:u P_at 14' wIt al 14` 8 Q cents ilia far sparest to Sf6 wells 30 nn'ts Pt...:.. 3FP Single door unit Single door unit with two sidelites Double door unit g Single door unit with one sidelite g o N (boxed construction) (boxed construction) Q a 6" 6„ v, 0 z � O 03 O O Z I l 1 1 l II ii ii 1 1 1 1 W Q Q S j M SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per vertical framing member and 3 in header for 6`8"units. 7 fasteners per vertical framing member and 3€n header for 8'units. 6 T ' App€ s≤IicbnE LATCHING HARDWARE rubber sea€ant in Compliance requires that ANSI A156.5 GRADE 2 or better cybndficaf and deadbott security _ tt nee revs to e took set be installed.Follow assembly Instructions P0E-AI-X. .,mss bean site of t,'4' NOTES` SHEET NO. 1, Fasteners recommended for ths unit are 3;16`x 2'314°Tapcon screws calculated by the€awest fastener rating for oplimurs an-dsar positioning, 2. The Tapcon screw length is designed for l414' minimum embedment Into the masenry D 1 3 Sealant recommended to adhere s Il to subftoor is 100%c€ear siscotie nnttbntrsealant OXO units(66')use sparse.12 oz.of silicone,.XX units (72')use approx 16 oz of silicone X units(3&'(use approx.8 0..,of s licone OXX triple units(108`)use approx.24 oz of silicone:01010 quad D o u b e door unit with two S i d e I i t e$ units(144')use approx.32 oz.of silicone.Silicone rating:ASTM 0-920,Class 25,Type S.grade NS.OAP product number;08541. 3 4, For installation in wind-borne debris or high-velocity hurricane zones,add 3 fasteners to silt. 3 All ties.01.43054.01,01-43054,02,and 01'43064 03(Architectural Testing,Inc_,York,PA( Design Pressure Chart Stock Building Supply Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report# X 6' 8" 3' Opaque +65.01-70.0 6184.1 XO or OX 6'8" 3' Opaque Door +47.0/--47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.0/-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6'8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 QJ XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 6'8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 0 N OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 I-. o X 6' 8" 3' Glazed ODL Smart Frame + 55.0/-60.0 6142.1 Z Cd XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 p 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 0 ,E 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.4 OXXO 6'8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6'8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6'8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6'8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 MODELS 11OR (24 GAUGE) tv DATE MODELS 120R (25 GAUGE) 01 7/2002 NEO. LOADS WERE -37/--55 B DES/TEST PUSHNUT TESTED 18 GA. PAINTED END STYLES ATTACHED TO DOOR ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATKMY. SKIN WITH PATENTED TOG—L--IOC SYSTEM ATTACHED WI TOG—L-100(TOP do ROTI (TOP. BOTTOM &CENTER): HORIZONTAL TRACK SUPPORT BY AND UREI141E ADHESNE ((LONG 42=NTER} 18 CA.GALV. DOUBLE END STILES DOOR INSTALLER (TO SUIT}. OPTIONAL 1/B'ACRYLIC OR ATTACHED TO TOP AND BOTTOM RAT. SNAP LATCH ENGAGES /14x5/8 SHEET METAL SCREWS A DSB GLASS UTES R#JLABLE WITH PATENTED TOG-L-LOC SYSTEM. ONTO VERTICAL TRACK. LHR TOP BRACKET DOOR COUNTERBALANCE SYSTEM (SEE SECTION B-B) '- ONE SNAP LATCH 011 DOUBLE HORIZONTAL EJK H 5TOE TRACK INTER STILE GAN,Y. STEEL FLAG BRAfBCET. 1 f4"x3f4"a£t.F IStN.Wit'T!�anK S C OUTSOEKEYEO— n;tri •VIEW"B' HAN6DLE ..�',. �„ STILE 1;�k GA.END v—END ,iPPlt r SKRT£#Y5. A 18 GA. IN1ERMDIATE IK VIEW.D. INSIDE HANDLE VIEW 8 O17TIODE KE1ED LOCK 1Jri i ri r H " HEIGHT 'I. ,S LATCH LOCK�OP ION 666 M 1'DOOR DVER4IP (EACH SI3E} -2 CALK- STEEL TRACK, QQ STOP AKI3LDIING BY DOOR INSTALLER(TO Si IT) TRACK THICKNESS*.DSr e S TWO PAINT LOCXING ETND SLID BOLT 18 CA GALV.STEEL PAINTED ELK!STII E 1" INTO TRACK: STILE LACK W ES 2x6 YELLOW PINE JAMIE 18 GA. GAY.STEEL.DOUBLE END STILE Uffl INTO VERTICAL fli 9101 TRACK.ONE 20 GA. GALV.STEEL INTER.STILE TYP. 2-1/2`x12 GA. CAIN. LOCK ON STEEL T ACK BRACKETS. EAGtt SILtE 12 GA GAIK STEEL TRJAC2C DISTANCE BETWEEN BRACKETS OF DOOR. BRACKETS FASTENED/�ggT"^O'�W�qGOOD JAMB JJ VENT A OPTIDtIAI 04 FIDE KEYED LOCK POSITON BRACKET LASED FOR 14 E 2LI wRH 5/ 7O5tXCEED 1 NOT TO EXCEED PE O.C. MAX. DOOR WIDTH 16'-2' BOTTOM DOUBLE END STILE. 7 16' NUT OPUSHN R UT (8 TOTAL BRXTS PER SIDE // FOR DOORS UP TO 7'O' HIGH). END �I�TAt t rn ON ROLLER SHAFT. (7 TOTAL BRITS PER SIDE STN E FOR DOORS U?TO 6'D'HK H}. FOR UNRESTTNICTED OPERATT4N INTETN. 2'GALV.STEEL.TRACKFASTENED TO 14 GA. CALK STEEL ROLLER HINGES \. NOTE 1: 12 GA GAL.V. STEE1.TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) 18 GA. CALV.STEEL.CENTER HINGE jQ ;: WUBLE TRACK DOORS UP TO 7-0'HIGH CONSIST OF((4} 9ECT[ONS(SHOWN. TRACK ATTACHED Tx? EACH BRACKET 14x5 8"ShIEET METAL SCREWS F TO INTER. SALES WJ/[[4 LOw HEAORLIOM IS DOORS DYER 7'—O'}LFGFI CGPISIST (a� 5EGTX3FIS (NOT SHOWN}. 22 1//4"SELF TAPPING SCREWS PER 14x5 8 SHEET METAL SCREtVS AVAIABLE AS AN OPTION .NOTE 2 THE DES"OF THE SUPPORTING STRUCTURAL ELEMENTS HANDLE WTTFF ONE 1/ 5%l� T NETS. D HINGE SHALL BE THE RESPONSIBILITY Of THE PROFESSIONAL OF LOCK BAR 0M fl 2"OM. LONG STEM, 10 BALL STEEL ROLLER. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE ENGAGES IN JAMB CCI IGURATION WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ONN TRACK ON PIWIPARATIOH OF JAN95 BY ODIBRE. 5E011011 c c THIS DRAWING L CK BAREYED LOCK EACHSIDE HORIZONTAL (TOP) JAMB FRONT FRAME WITH U,V. Ls Bi41�I.46'r OF DOOR. (NO LOAD FROM DOOR) ECOATING ON OUTSIDE SURFACE TO T ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE.TRACK }r— O w .. TO THE 2x6 VERTICAL YELLOWPINE(GRADE#2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR Z OPTIONAL 10 SCREW IS TRANSFERRED TO THE HORIZONTAL(TOP) IAMB O , MOLDED INSIDE "G R 28 2) ALL JAMB FASTENERS MAY BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. FASTENER LITE RETAINER #Bz3/4'PAN HEAD SCREW FRAME BUILDINGS ~ 2'.CHICK STUD(10 SCREWS PER L.T[E� 3) ) YFIC tlt*LxTNY 11LAfixLft Sasaxn Oat U LS RE WALLS t8'2 W*OPENING PRESS GR SHALl.BE FRAMED ADE BETTE NOT LESS R WC OD STUDS O TO 8S R SS Q J Taus LAD LENTS of 1L �� GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F). 1AM.O.C. MIN. No. it 1.1 euY oc�s MCcr TK r! A STUD WALLS TO CiNNTINUOUS FROM FOOTING TO 71E LAMS. PERAST£tIFRS W o RL ter.ti..L;oe.,.4 aF 13£nsa aL coLL SECTION A-A(SIDE ViEW) BLOCK WALL OR CONCRETE JAMB Z "'-- — 12 GA GALV. STEEL TOP 2x6 WOOD JAMB SHAM BE TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. EACH BRACKET ATTACHED W 4 14x6 8" BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING 2x6 VERTICAL JAMB SHEET METAL SCREWS.ADJUSTABLEBSLIDE ATTACHED Ft. INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS O 3 TO TOP BRACKET WITH(2) 1/4x1/2'BOLTS AND TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS A CONCRETE COLUMNS TO BE NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. ND 0 2-l/2. N /8' (MP.) SUPPORTING STRUCTURE •�--1 G SHIP LAP,�, NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) z DOORS UP TO 16'2 'H 44 L C-CHANNEL MAXIMUM 16 GA. CALV. STEEL MIN. No, OF ON CENTER FASTENERS DISTANCE. STEEL PER VERTICAL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE JAMB FASTENERS REQUIRED? 14 GA GALV.ROLLER HINGE. 2 x LAG SCITEW EACH HINGE FASTENED TO ENO 2000 PSI MIN. CONCRETE 114-x 1-3/4 MIN. EMBED TAPC�ON ANCHOR 9 II YES i 0.0. STILES W/(4)ND {14 /8'SHEET METAL (1-1/2 EMBED) SLEEVE ANI3ON BOLT 7 tZ3L4 NO(INCLUDEE A /4 SELF TAPPING SCREWS. C-go BLOCK x2.000 PSI UBI. CONCRETE S/8 x 1 -.1/2 NO (INCLUDES {SEE VIEW'8') ONE 4'TALL x 16 CA.C-CINAINNEL.PER DOOR SECTION. W" .Pt. DESIGN LOADS: +37.0 P.S.F. & --41.O P.S.F. SELF TAPPING SCREW PER STILE LOCATION. R. aa.P.L/+e4°s// TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. 5 (S�VIEW"D7 1LOR51t tAaa1A+L PL lz3ea2 ORIGINAL. DRAWINGS ARE SIGNED IN BLUE 25 GA MIN. EXTERIOR SKIN WITH G-4D illS DOOR MEETS OR EXCEEDS TIE DESIGNLOADS FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMBOSS) GN A011ZII BRKED—ON PRIMER AND A tTnJCED—ON POLYESTER PAINTED TOP COAT 1-1/4'WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILD" APPLIED TO BATH SIDES STEEL SLCAT ��ON 16'WIDE DOORS, EXCEPT(6)STRAPS ON 2ND (LOCK) ACCORDING TO THE 2001 FLORIDA BUILDING COTE E7-98 FOR THE FOLLOWING I' SECTION (SEE INSIDE ELEVATY EACH STRAP ATTACHED CODE ASCE7-96 FOR THE FOLLOWING CONDITIONS 1) - wax►lEIi °.PIP0 * SfEET TIEFTE WtAVI* In REV ° WITH(3) 1/4'x3/4"SELF TAtPPIHG SCREWS CON ONE: 1} ,LL TI) BUiSI ,2)DOOR 2)DOOR HAS 2 OF MOTH IN BUILDINGS MANUFACTURED 1 1 102617 01 SCREWS TO DOOM ONE SCREW TO C-CHAIN I.). HAS 2'OF WfdTf{IN BUILDINGS END ZONE. END ZONE 3) USE FACTOR OF 1.0 4 ANY S USE FACTOR OF 1.0, 4)ANY ROOF SLOPE, ACTOfT, LEE ST CHCCITED RI FACTOR, WIND SPEED.MPH S 110 120 120 130 MOW DESCRIPTION 13 GA. GAIV. BOTTOM BRACKET. WIND SPEED MPH 130 14fl 1 154 ►tWW EXPOSUF LEVEL B or C B C B ATTACHED Yt71TN (2 J14x5j$'SHEET METAI SCREWS. EXi?O6URE LEVEL B or C B C B MFAN ROOF HETpNT 3O' 3O' 15` 341 OOU6LE CAR MODEL 110f2W6 x3C 120h'W6 ALUMINUM EXTRUSION do VINYL WEATHERSTRIP. MEAN ROOF HEIGHT 30' 30' 15' 30' SATE SCAL +37/-41 PSF DESIGN LOAD B/13/O2 NOTED �' •Rte• (513) 77D-46DD SHEET NO. or. A of Si. Rd Produlto Can rW°'*4M map�no bo raprodocee.n ory Ton.*Athout Waa.dttaa p&ml**lon. MASON,UKOH 45040 USA D4 6 EtatBC gl�kEtlT1 Ij tl SE l $148131 1590:t( ;)N7AL 5t 1113 Ftl lE � iR Ak## di.l fCt3₹t Qlliti F!'CH R3 A 7f lr ti SHfA4 REEY : TYPl; Y+tNTraW FS f # NUMBER`OF 3 16' J A CO3lS CsEE rd0r�s wtNnely rAa t� �a .. `. s c° �, , r �,cv: '� -rar,, a 1311rs,PatAr JAME1 SPACE hKA)f ,. CAPIGITY l k1 `ASF �' OPCMNG ( E Nt3 s) t �4lN1E tt EME31=1}1EN f: # t ,4lNt51k3h1.E6AE)EDidENT E 1tSLifSE Q 1313tLblNd, WID #EEBk T A1�I�S WA4 S 1NSTALLA11NkiE)Ct, MTALtAEIOT h1+iFIQI 24 x �f:: 2 2 9'3'. x. ! 8} .S t /t _ A AN 24 x � �gn 2sj4x3xb -�i SF(3YNt 24 CAULK BE:IWW4 >4n: _ _ PFRiAdk R CAULK 24 t 22 — iJGAULx� iitl€fNWOCD73lIGlE-;fic k �fx - 80F431 oRWY i3PETtING 36 -x24 — 2 2- 2 2 is v x ' $ 8? OTHERS 36 ,x 38` —80 2- 2 2 2 '2 2' 5 3/4 x 3I ft �50 SSS13) EXTERIOR 3S x. 42. 8 2 2' 2 2 -2 3/4 $th (p58) ONE.E3Y WC)Q1)' pfd AS RE O, E3Y 2 �5p EiUCK $Y-0, ER CAuttf � —T6 2 C 10TES) SECTION 2 v c rOTHER 153 : -50 s� 1NST1iLLATIQN ANcraR Yti Nt 36 x 2 2 2 2' 2 , oD`EItlt c 48 x I2 .80 2 2 '2Is —$O (SsE3) �ib".DIA.TAPc014 2 ,2 2 � {x�5 CAUIJE BETWEEN SHOW 48 xr 24. —8 2' 2 -2 2 21 x 9 3{ _ —70 � ) WOOD & 48 x 38 —f3Et' 2 2 2 2 2 2 21314xx31S/8 - J ($s s) tdASOM oTHE S JN 48 x 42: —74 3. 2 2 2 2 f 3/4x37 5/8 —50 (0 58) 11,4 ON 48x5 5 2 22 2 x45$ —2 5 it " CAULK 0 1V E 1 WtHO W EMBEDMENT= 611 x. 2 —80 2 2 2 2' 2 2 273/4. 15/x h —80 -t'SE3) FLANGE Vie.WOOD,BUCK 60 x 24 . . 0 :AtA�t. —6�! 2 2 2 2 3T 3 4 z to 5/8 =56 �) v� 60 x -36` 8 3` 3 2 3 3 2 27 3/4 31W8 —55 ;(D ) 60 x 42 6 3 3 2 3` 3 2' V3/4373/8 —47 (DS6) S£) x 48 54 3 3 2 2 2 2 17S14,X,63 -55(3/16') PEPthiET1 R CAUUG " /4.x.50 5/8 BY OTHER t j4 SHE'1 72 x 1 2 2 2 2 Z 2 2 33 3C1 7 5/8 SPACESMAX 3 2 3 3 2 33.3 4 x 8 —49 CSSS) NDOW 2 72. x36- —80'' 4 4 2 4, 4 ,33 3/4 x 315/8 —50 HEIGHT 72 x 42 —61 3 3 2 3 3 2 33 #x37 5M 51D '3 f t 6") •T j o// 3 2 3, 3 333/4° 45A= —b0(3j1E�) o 24"O:G MAIL 72 x;S5 —40 3 3 2 3 3 3/4__533/3 —5Q_(3/5° ) BHM AS.REQUIRED AD lAPW TO EACH INSTALLAADDON ANCHOR,Wf1H LOAD SN1M MA(, iWABLE;Sti�M ST.AC3C TO BE 1 4- E X TER I() z) WMDOW,IRE MA1 RIA UMtN0M AU.OY 6O6 ,- ANDOW3) CAtutt.BEKJNB WNNOO#FLANC AT HEAD A*D�IAU5S.S4[L MUST HEIGHT BUCK I AYCAC}4ED TO THE t7851RA t WITH YULWW 1101 A $: LAS(7R APARBVE EOUA. a HEIGHT 4} f/11ILK REiIt6ETE1#SEAL ARCIUND Ext'EIttOR Of WINDOW FLANGE S) (7V PEES S ARE BAEf:D o. MAI ON CP�tY;dJi 1f Ofsu 1 PRESSURES tYJR C{ 35 Mme'BE»TERMWED PER 13Oó S+LAS3 CNAiiI AND RE ELANGE TYPE tNIUTfi SWI4LLER'tM.Ü CE US Ep FCE CESIm NiNDOW FRAME sllL WAlER ESISTA IE$T�t ouE ramg itsi r rt LL .�; U L t A 1 :#tsYAt LAn ti v ax.�PrE=Eaa F ,v t�sl1 1 .sew ., s�tcnr pRc�vt AeNhn >EMT xxro'� A MEWED -FROM EXTERIOR N THAN;x As sfllt l ABavir ERIM CAUI ( 8) INSTA4 LAT I YJF rpl/fit �Wr<NDOW I%t CC1NtTtE1E MA5t #I:CI 1R(C 3 8"CS EA r1 z NC1tDRS t -S4N O ,lE1$ -I fb_P�A h1 N1X t 4`. BY OTHER Alt L ?Ali4lYSiGNJi ktCHARPt E13F TH1ti` 4 RG „ 1�tA EXACT YYV N IS:NC)T U5 ED ANC .CHAR#`DRE ANC C$W 1ItY tISIED yA1H NEXT 1AR(R SIzE. 10011y i :Rd_1X 75!>E16. O:BcX 3702 0 7ss At 75381 POE CAST SILL '' 1 S$ MRI-`! D A11 I+tG BY OTHERStCAU(LKLSERIES t 48C1/18Ho f 59a HORIZONTALSLIDER WNDCJt4+ BETWEEN N9NDOW FLANGE' & PRE"CAST SILL WITH VULKE i t3Rty. Cwico SCALE 116 ADHESIVE CAULK OR SE TT APPROVES EQUAL AR IP N/A t'Y'EI/i DATE T DRWC1 NAME SHEET NO. IB 12f0 103 NSSTALLA11ON 1 w 1 OMPARA1]VE ANALYSIS & TAP ON ANCHOR CHART ASUJ E13 WINDOW DESIGN PRES JRE NO.- F.18 ? AiL. P.IOAO CAULK BETWEEN SIZE 1NlC E : CAPA{ TY IN PSI: REafi 1N FRAUE READ 1N Ft FIN TYPE I WINDOW. aA WINDOW FRAME ; " SHEATHING is x 8 x ,- . _ Si LL _ Sn L — 16 Y 12 1 —80 SSBj 0 JAMS 18 36 1O9 109` 2 2 2 2 . 3 f6 xtb 1/4 so, ( B); CAUL}{ BETWEEN 'FAN. HF,F+ThtIN£ & tEA t#N ., '1"M1N. -- _ - - -t#x 52 _� � 16 x�1# 78'OTHER BY. EMBEDMENT 1€1# 2 f0 2 2 3 3 16 k 34 1/4 fig`; , _ 4 rya _. _- _ _ 2Yx 1 —s4 (may IE STALATION EMBEDMENT 2?4 x 35 86 86 2 2 2 2 2 3• AMO-` 2 x '1 7�3 73 2 3', 2' d x 1 \ ,X SHEATHING # — 322 } 6�t' 18 8> OTHER$ 24 x 6d 54 53 2 2 3 2 3 € 24 x 72 48 48 2 2 3' 2 ZT2S-3 -5Q (SS5) � tl4 -8D`= (5513) P 1M i INS LATI0N x 2$ _- K — M 38 s 121/4 —60 (SS B) CAINX.BY Cil#ER --—WINDOW WIJHT ANCHOR 3.2 x 35 57 57 2 2 2 2 2 2 a151/ —&4 (TSB} 32 x 48 52 52 2 2 3 2 I 2 3> 30 zz=1/4 -3U S5S 32x52 - - - 3tYt 24-1/4 55 (USB fC PERIMETER CAULK 32 x 80 46 46 2 2 3 2 2 4 36 x 281/4 -65a; (USB)' IN IIPE BY OTHER 32x72 72 4O 40 2 2 3` 2 .2' 4 3U r 341/4 —50. (DS9) SECTI . 2 3 28 - - - - - _ _ 34x1 -6O ) FRAME IIEADEF ' 36x36 52 $2 2 2 2 2 2 2 34x161/4 -60 cam) 36 x 48 4H: Oft 2 2 3 2 2 3 3f i-SIx'1/3 •=-5O ( 35 x 52 __ - - 34 x 2 1/3 "65 (O55 WINDOW 3x 60 43 43 2 2 3 2 2: 4 34x2611/4 —65' {0513):6 3f x341�1 _50 (tas8) rn WDH. xx2 40 4O 2 2 3 2 2 4 N 2 _- Y - - _ 16.x121/4 6O- (SSU • 44 x 35 41. 41 3 3 2 2 I 2 2 42415 1/4 -8o (sS8) W1NDt7ht' O O D a O 44 x 48 4O 40 3 3 4 221 4 - (ss } 1-0-0 HEIGHT 44 x 52 -_ __ _ - - _ _ 42,24.1/4 -65 ii#4S 3 EXTERIOR 44 x 150 40 4O 3 3 3 3 3. 4 it x211 1/4 -45 `(DSU _44 x--72 _ . . 4O. _ 4O 3 _ 3 3 3 3 5 423I 1/4 -5O (DS-3 ANDO E< 48x28 -- —: -- -- - 461 12r'114 -80 (DSB) FRAME'SILL 48 x 36 40 40 3 3 2 3 3 2 46 x 161/4 -5O (DSB) TT 48,x 48 3 3 3 3 3 3, +� 4ti 4046 x 22 1/4 -70 (318 4$ x 57 -- -- I 46 x 24 1/4 -7A (3/16`) Rj `3 24" D.C. 48K 6O 40 SO 3 3 3 3 3 4 £6 x 26.1/4 —60 (3/16 ) MAX.(TYP). 48x72 72 4, 3 3 3 5 46 x 1 —6Oc3/16 ) 53 x 72 40 46 3 3 4 4 4 7 Sts 341/4 —50 (3/'6 " GENERAL NOTES: T WINDOW £ lAC11F SPACE i) SHIM IF REQUIRED FOR, LEVELING.. ANCHOlt5 TYP. 2) 'CAULK BEHIND MATERIAL-ALL4't 6063' PERIMETER 'CAULK-", HOT. 3. CAULK BOkd WCOW FSt4 AT HEAD .SILL dt JAMBS.. Y OTHER' 4) GAU1J F4 PE{t1MET€R SEAL AROUND EXTERIOR OF WN1 OW.FLANGE. SFItN ►E REQ D 5) GLASS, THICKNESS MAY VARY PER-THE REQUIREMENTS OF ASIM E13OO,GLASS CHPJ4T,, GLAZING L5 SHOWN..INS1J4Ar-NC GLASS"IS ALSO OUAUFIED.. . OF 15w.OF DGN LOAD APPLIES, POSITiVE II1$TALA110 i L0AD, LMITtD fO O TD TO WATER TEST PRESSURE OF 6.0 ANCHORHIEE0 1t TEST. CAULK BETViEEN 7) I1 'AUA F'�4 IN.FRAME WOOW FI4AWE OPENING #111 1 "BY WOOD S WINDOW FIN 4> Mu, FAA 'NAILS t x; yr c Ott r LENGIN °'O PI OV111:M.1N I r DMENT SHEA L NG INTO aIBSiRAJE. , 81 IF EXACT 5 5OW S7Zt'46.NOT LISTED IN ANDIOR OiART. USE ANCHOR'gUANTIY'UstED. SHEATHING �,� f BY OTHER EMBEDMENT 6" MAX.(TYP) o pefi3'x. ' ems.: .. E'' ``I ON 1 tt1Di L Pd.. wc8,r IX 1O6.1'.8;Box SI9 Dios,TI 75381 6''MAX.(TYP). ASSEMBS.Y DRAWING E L E��Tf Q SFRES 110t7,f gt1GJ197t} � G WVI #.)RN..... CHKO SCALE VIEWED FROM EXTERIOR AR IP N/A i SHEET NO. AU.OY TEl R' QATr :?:E NUMBER 12/11/03 g INSTALATION 11©0 W2 COMPARATIVE ANALYSIS & TAPCON ANCHOR CAT ASIM E1300 2.x400 W000 WINDOW DESIGN PRESSURE NO. OF I$SCREW 0 vE A NftIL CAULK: BETWEEN, SIZE (INCHES) CAPACITY IN PSF Q'DHNE RFCIII R FIN TYPE 1�3OW SIN _ T t3R . 9EA J1 $MNDOW FRAME SHEATHING" 3s x - y - — — -� 16.It 12,1/4 -80 (SSB) SItEA i(NG ('At LX JI TINEEN FIN x 83 8a z` 2 16x t 4; sf6 8 }1Fi1=Ft: & t►N _ 1m7v1BF MEN 8 6Q: 83 INSTALATION E�AA NT' — - — — x12;i/4 - '�4 86+ 8 2 2� 2 2 4 ANCHOR .. :. 4 : 2 1/4 3 1 . SHEATHING 24 x 52 -- —_ 24 1 —60 iSSB) BY OTHERS 24 x 60 59 59 2 2 3 2 2 S 22x2I~1/4 —50SSB 8: 2 2 3 2 24 x 72' 48c — RERIM R WINDOW'WDH7 -�---- INSTALA11ON 32 x.3S 57 57 2 2 2 7 3G x 6 4 (558 2 k — — — — — — 0 (SSB); CAULK 13l' OTHER 2 2 / (SSa). ANt H0R 32 x 48 52 52: 2 2 3 2 3 3Gz'221,4 50 (S. 32 x 52 — _ I _ _ _ x241/4 —65 (D EXTERIOR —P RiMETER CAULK, 32 x 60 A$- 45 2 2 3 2 2 4 X'x2&1/4 —6.5 (DS9) FIN TIPE Bar,OTH'R 32 x 72. 40 2 --- -- 2: WINDOW` 3fi x 28 — — _ _ 34-12 121/4 (SS9) FRAME HEADER I WINDOW. 36 x.36 62` =52 2 2 2 2 2 2 34 x16 1/4 —60 (558) 1 H. 36 x 4$: 49 48 2 2' 3 2 2 3 34:22 1/4 —50 (SSB -- - - _ 34z241/4 —65 (DSB) 36 x 60 43 43 2 2'. 3 2 2 4 3!x 2�i f# —65 (DSS) 0 36x 72 40 40 2 2= 3 2 4 34x34-4 —50 (D511 'MNUO t 4 x 48 40 4 3 2 2 2 3 2 42x:42 7t1f4 - ( ) SSB so HEIGHT 44 x 52 -- _T - - - 42z 341/4 -65 DS$; r I_XTEI II 44 x 60' 40 40: 3 3 3 3 3 4 42 i 2 1/4 -65 (058) �N₹�-TYPE 44 x 72- 40 40, 3 ;3= 3 3 3- 5 '42x341/4 -50 ( ) FRAi11ELL 4O 48 x 28 -- -- - - - - - - 46i121/4 -80 (DSR) ' . 48x36= 40 40 3 3_ 2 3 3 2 46x161/4 -50 (DSB) MAXTYP. +48 x48 3 3 3 .3 3 3 40 4Q, 46x221/4 -70 {3/16" 48 x 52 -- -- - _ 6 24 1/4 -70 {3/16": $-1 a 48 x 60 40 4C1. 3 3: 3 3 3 4 46 z 21E 1/4 -60 (3/16 Cl 3 �I8 x 72` ,�._ 3 3 3 3 ' 3 5 16.x341/+ —60 3' 16w r3 VANOW 53 x 72 40 40 3 3 4 4 4 7 5I x134 4/4 -50 (3/I6" HG GENERALNOTES: • © EQUALLY SPACE 1) SHIM IF PEQ'a FOR LEVELING., ANCHORS (fl?.) 2 VNNi)234V FRAME MATERIAL AL1 OY 6063 PERIMETER CAUL 3 CAULK=BE UND NlNDOW;FIN A7 DEAD .SILL & .JAMBS. BY OTHER 4) CAULK FOR PERIMETER SEAL AR JND'EXT OR 0F",WINDOW FLANGE. SPGM.IF-REQ'E) 5} rsLA85 IHIGKNESS MAY VARY,PER IHE RFb1U kt),ENT5 OF ASIly4 E1300 Gtlka QI4ARY 61NGLE GL,fkZIN6 IS SHOVI T1 INSULATING (;LAS IS ALSO QUAUFIED INSIALATI0N' 6) VMERE WATER STANCE REQUIREMENT OF 15%D(.DES 6S Pb517IYE- DESIGN LOADS WUL 98 UU TED 10.400 PSI`DUE TO WATER TEST PRESSIJRE'OF 6.0 P,5F ANCHOR (SAUIIC I 'WCEN INI'T WINDOW FIN & 7) 1 FRAME+i ND4w j-,WOOD FRAME OPENING WHIT TWO$1 )Do S1UDS US Q INCH. DIA NNLS CR E SCREW OF SUFFICIENT LENGTH TO PROVIDE MINI" EMBEDMENT SHEATiP'IG INTO SUBSTRATE. EXACT 9M14TkOl+l`512E Is.NOT LISTED IN ANCHOR CHART s USE"ANCHOR QUANTITY LISTED VITA NEXT L 'SIZE. . T1 8;EATJ I"NG ° hAAtX Y � "" Q4 22 I3Y OTHER': 1 MIN. YOOSEF LAVYk P.E. EMBEDMENT 1, 6"MAX.(TYP) CONSULTING ENGII 9550 FOREST MIRE;1108 11311-_C►gsby Rd•F old TX 753C�6•P.O.Bat 819022•Dabs.TX 75381. SECTION 1` t m"Ss >1 X43 ELEVATION 7z (214)S o-0041% T:C214)3 oc/s7 ASSEMBLY DRAWING VIEWED FROM EXTERIOR DES I1CO/IcC•0/1S70 FE & HE SI TILING WINDOW ORN. Cl-K6 _. ;CIL. _ AR. IP NIA SHEET NO. AL10Y TEMOE.t DATE•: DIE NUMBER t 5/'25/04 B NSTAIAIION1- 110 W3 • x�ice»' rWr94 CI 1(WLYSs 8 t6ao mac►.tom t it 011 FIT dCW t 2a` 1NI EIt Ct IS$ews 1934-SA4 Su RK A3E ' I t6 = +t ,,. -;► 6UIl t i6 €+tf 30 MP D ITC) HEu! sti. EA�st I'sLASS SIZE �: tri�NT` . T,�1. EMIT tlEt6t1'► T SIE �802Y8—aR_ 32- ? �7.-8032� �; 7A2813' toto a 2` 8 4 12j4cAuuc €n, 42# 48 X89 -7fi•. 4 4 3 11 11 8 27x25 1/4 ao ( ) 18$ IN1F1NAL Mt# t Exterior4p X Tt -00 3 4 -+- 9 14' 10 8 22 x 3i.i14 -30 ) rala-J�e ' 9'X EQ 3 1 4 28'x-1a 1/4 9I1 5¢x44, - # 4 4 2: 41 1f a 28x194/4 ERII4E1LR C1WLIZ H�11+L 4'1, 'C�itN.lt._.; 58x48 =5ii: 4 4- 3. 12. 12 7 26x22 1/4 7�A (559) C + 1 59x52 4 4 3 12 12 7 28x24! 4 88 ECTI�N: 2 S!C#Ii►n 8r fl1�74 1 sa x so -yea 4 � � i�° t� a � 28 * -� {� 38x77 -54 4 4 3 Ti it 9 29 x 14 1/8 -5n (038 6o X 44• -80 4 4 z 12 2 a 28 29 s/4 -60 55B 64 x 48 -50 5 5 3^ 13- 13 7 28 x 22;1/4 -86 (s58 SY 01T S 60 6 52 - -74- 5 5 3 13 13, a 28 x 24 1/4 P65 S5458JLE }- so x 64''. -65, 4 4 3 12- 12 a 28 x 28 1/4 -54 )s14 (0 58) 60 X 72 _ -52 4 4 3 11 It, a 28 x.14 1/4 x-511 (1$a) 56 835 -�&t. 4 - - 4 -:2 12 iT 5 61 x 16.1/4. -S55 ..) ' 66 x 44 .77 5 5 2 13. 13 6 31 x 19'1/4 -af {$58) WINDOW 69 X 48: -74- 5 .5 3 13 13 7 31 x 221/4: -SC Sa X 52 -72 5 5 3 14 14 7 31 x 24 1/4 50 (S.SR) s$x 60 -61 a 5 3 13 13 8 31 x 25 1/4 -50 tom? Q.) 8$ 72 -48- 4 4 3 t2 t2 8 3'I x 34.1 4 - W U 9EHINI,F9/ 71676 -77 4 4 2 13 13 5 34 x 1a 1/4 7i1 ( 0) 48711 READ 4 E7 CS 72 x 48- -65; 5 5 2. a t3 6 34x22 1/4 60 72'6 52 -a3: 5 5 3 t3` 13 7 34 x 241/4 -CO ($3)r 0 :. 72 X 53 -58 8 3 3 14 14 a 34x28 1/4 -511 (058) 3 x 72 -45- 4 4 3 12 12 a 34-8 34 1 4 -45 (D6) vrr -. Sa x 36 -,S9 4 4 2 13. t3 : 4 42 x 16't/4 =511 (DG$) obi 68%44 -52 4 4 2 13 13 5 42 Y 191/4 -47 (458) 1507 FIXED A.kM. 8 01111R x48 -48 4 4 2 13 13 5 42x22 1/4 -•46 ) , 86X52; -47 S 5 2 13- 13 5 42 x 241/1- 7t1 .(3/1601 II / / / / 68660 - -43 5 S 2: 13; 13 6 42�F 28 1 4 -70 fi31y � (� 2956 K RAIL ;. / __ - 6a X 72 -40'- 5 :5 3- 14 14 8 42x34'L4, z13/I6) GENERAL NOTES: '1 s 12' O.G. 1)SHIM AS REQUIRED ADJACENT 7D EACH INSTALLATION ANCHOR WITH LOAD.SHIM MAX, Vertical" MAX{TYP}.. ALLOWADLE SHIM STACK TO BE 1/4'. I. S.cUo.o cw2) WIDOW FRAME MATERIAL ALLOY 6063. WVtlJDOW EQUALLY SPACE 3)USE CAULK BEHIND WNDOW flN,AT HEAD SILL. & JAMBS. FIC7.. ANCHORS (t 5 .) 4) USE CAULK FOR,PFRI6IETER SEAL AI UND EXTERIOR OF la.NL}OW F.I;ANG(; 5)DESIGN'PRESSURES`SNOW,V ARE BASED CH MULLION CAPA( TY`ONLY. DESIGN PRESS#IRES FOR'.GL4S3 THICKNESS MUS`I'EE'DEFERMINEO PER ASTM E1JAD GLASS CHART AND TFiE SIIAUFR VALUE MUST BE USED FOR DESIGN 6) YtIIERE WATER RESISTANCE TEST REQUIREMENT OF 15%OF DESIGN.LOAD APPLIES. P05111 DESIGN LOADS WILL 9E LIMITED TO;40.D PSF DUE TO WATER TEST PRESSURE`OF 6.0 PSF ACHIEVED IN PEST 2906 SOT1OA RAK 7) INSTALLATION: FIN FRAME WINDOW IN SPRUCE PINE Ftft {' MOOD FRAME OPENING WITH TWO BY WOOD S11JOS:USING 03113"o NAILS,OR i}`8 SSW OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT INTO;SUBSTRATE AS SI4OV 4 ABOVE IN TABLES., 8} IF FACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT'LARGER SIZE: " MAXC.(T'fW) !xt's['1 t1' 6"MP X(TYp): ASSEMBLY DRAWING' SERIES 1900 (MULL) / 1100 (MULL) / 1970 (MULL); ELEVATION CONTINUOUS HEAD & SILL SIN3LE HUNG > 1 n SCALE AL I SECTION 1 VIEWED FROM EXTERIOR 1=A/JB N/A \ W 3o/ 3___ : NO. ALLOY DA- �ISTA ARON 390u# E: 09/24/03 110 WLI A 1970 t1I t, Page is too large to OCR. -SHIM IF RED!$ COMP" ATI ANALYSIS do TAPC AN HO LOCATION" ONE# WOOD ASTM E1300 BUCK BY ATHER CALL S i i?{341t :N -"`— } '.MIN. # GN PR IRE T P6ON 1 OO t CAPON PAR11i .1.11.......- ONE 8Y MOB ` 111STA UGN ANSI 13)R "'EM MENT gNGL�Hf 1RCv STS SIZE 1 LQCATIt)1`IS BUCK BY I)Thlt .. (INCHES) Cp;PAtt1'Mi t FRAM SHIN IF REQ D. CAULK JAMB ,x 19 4/9 -.. ." ,, CAUU BETWEEN Wi14Dd7W LAN & BUCK M, OPENING I/4:x d`3/8 —t6,4 A.c i .I o,Awl I. -- " (538) FLANGE — , + ins'1/16 —130 SS8 13 i4 s6 � 1 1 1 ss 3/6 -147 AC Fci, Is4/sxlj r6 "f ) i /Axe -1 Vic: o � lt• Ss ( )t (538 18 19 1 ok x#18 C 6 >6 i�33 —�'" 11/4MIN. it 79 :A 8 —1£!4 AC t1EEit1 if: x34 '. =50" {Ep E4 EDMENT 'y INSTALLATION O 1142 6 12.k 6 -133 �ti4�. U 1,441 . BD` (558)` 1413 26 x343 3/C}. -ID9 A c. ` r 8, 1/z PT IMETR GA1)LK"" 1414 26 1/2 x50 5/5: 1 21: x � 01''R " CAULKBETWEEN iH4+4" 28 3/2 . 54 ,sip A 211/2x 70. .�_ I IF QD wa I3uC 1x4+5 26 t, x ss -too: 1fv/2x _ " Wli1CJ 1VI"WDTH MASt1IiR OPENING' TH5 281 � fi3 -91 A.G 2S:1/2x≥?!t/1` -55 PERIMETER CAULK BY OTHERS m 26 112 x 8d w c iA x 3/t s k (off) RY"OTHER 3iJxa 36 1 { �, EXTERIOR R 12 x , -11 A F.G.Ha. 27'fix 3 3/4 so, sss) E TYPE C I.t{ FV CAUL NrP FLANGE Sax* a°' ,5 3C3 30 1/2 38 /8 -00 AAc: c w i 3� . 'ss" ssa) tVi1ND1W"`1 FRAME----' 30#4 ( 30 i/2 x54 5/8 _77 N i 8 a r 4/)•7S/16 -4 WOOD .UCK, 304+5 ) 30 1/2 x 55.5/8 -76 AC 1.6.14.1 V 111 s 89/36 -4! ( ) 36 1/2 x 63 C j F .xa 1/),23 1/4 - (0.38) 3 ixs 301/2 x,72' - AC f G. 41.4 u'fix 333 -50 (0.58)SBI 7 30 1/2x84 _58 AC F G}i l 171fix 393/4- -46 S'6) WINDOWWINDOW zz 3x26 AC F.6.H.1 317 . s6 . 'AT H.' 3 37 x se"3/14 -57 A C FGNa 34 z 6 45/ 55" (5.58) 14 37x56 5/8 -57 I A C 1.r.sra 34 23 t/M1- -SC) ) V� Yi+4 37 x st /-s -ss: ,�,"c- ;i�a 31 r25 I/>�; ssay -I 2-4+5 x s5 sus - F 4.I M 256/1-6.: -44 EkTE C)F DUCK 25 37,X 63' - ?� cxa 3} -50 HEIGHT 37 x 72 52 I A.C 1.6.341 34x33;3[4 - (0.5a) ( W 27 37X54 I A 1 vita ssa 3/4 =14 - M y 4225 42 X 28 -as A C I F,c 4a 39x103/4 -80S9J , 41'P$ 4738 42 X33 3/8 -40 A;C 1,6.413 3l x 481 --s5 (538) .I 45 S440 ERRME . 56 42565/8 -46; A,c .6x:1 !x23.1/46 -So sse SILL 424+4 4255 5i4 5/8 AFB' ?C 1.6.111251/16J a - -40 ( i 424 5 42x55 5/5 -40 756 F.C,H.I 39188/16 -#8 (sss) 4383 42 X'72 -40 AC 3.5,4:1 39x2! 4�r2 42 x 72 -40 AC r;5,Ha xx333/4 _�" 4284 42 x"84 -40 A.c F,,G,H, A x W 3/4 44i (ire) PERIVFTFR CAULK` L1 4526 48 x-28" -48 sB} o A.c Fcaia 4s►w�/i -ss HY�Tr3Ert rs x aB Ala - c.ra" 433111" -50 (D60 3 4850 48 X 56.5/8 -46: ACr Ga9,1 •23 4/16= -•50" (3 • WINDEIw 484+4 48 X 54 5/8 4(4- A C- f G Ha 45.y§3/36 --50 ,{3 2 484+3 485555/8 -ss' .C-- FG 1i� Ka aS a -50 .(3M6 j - O 4553 48 x 63.: +4C' 1.C,Ha" F C 4$r 8- --4o k4 F.C.xI 46x33 4: -45 (3 6') 53 Vs It 26 -40 AC I 1.6ata 304/51153/4 -mss 33 53 1/16 x 38 5/8. AC F G H 1 561/b x 1 50 )) 34 53 x 50 sue" 40< AC I F,9, `aG#/0�1=33110 S0 .13/16. ' 344 54 s s -40 +,c' 1.6.41.1 4l x,asi s s6 its PRE CAST SI 5 33 X. �4g: 1 Gii 5a x26!/43 50: "4sr?I, /// I$ c xoa/St`ip_ f BY OTHERS 1 ,x 7 -46: kc- r.i 4ta _ CAULK BETWEEN WIIDOW FLANGE 2k PRE CAST SIL1 SM IN AULKEM 116 ADHESIVE CAULK OR E SIIQN.. ' APPROVED EQUAL CORAL NOTES:.- 1) SHIM IF REQ D FOR LEVELING. ELEVATION 2) WINDOW FRAME IN F> 1�4l. GE e, s) CAULK BEHIND ����W � AT HEAD A� J� . 4) CAULK FOR PERIMETER"SEAL AROUND EXTERIOR- OF WINDOW FLANGE VIE ED FROM EXTERIOR 5) I}ES1GN PRESSURES SHOWN ARE BASED' ON MULL DN CAPAC'T(ONLY PRESSURES FOR GLASS THICKNESS SS: " e MUST BE DETERMINED PER ASTM-1300 GLASS CHART AND THE SMALLER VALUE MUST BE.USED FOR 1G�le canAanir aas 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15Z OF DESIGN LOAD APPLIES DESIGN LOAD WILL I UT�fiTED"TO 40.00 PSF,DUE TO WATER TEST"PRESSURE OF 60.0 PSF ACHIEVED ON TEST' 19194 V.CrP k.Cc'r1I.,13 15066.P .Oax 818 22+0 JX 73361 6) INSTALLATION: FLANGE FRAME►INDOW IN CONCRETE OR MASONRY"OPENING USING 3/16" TAPCON ANCHOR.OF ASSEMBLY DRAWING S JFP.CIFNI LENGTH TO PROVIDE MINIMUM 1 1/4 EAdBEDMFNT INTO SUBSTRATE Al LOCATIONS SHOWN ON CHART siics 1454;itsali5ro rc & 5137LC 41L3340 wlrioow 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,USE ANCHOR QUANTITY LISTED NATH"NEXT LARGER SIZE. " cHxri scats SHEET NO. AR • IP 14/A k_idY- - 1K1Rzr;A ikAi'Q fNE lVUkf3ER I 05525/0 R 1NSTALATION 14,5 W5 GENERAL INSTRUCTIONS • wrva od deck kaM, a .« uda � fKa Rt n►aa a ae 3 �en) # boas a1 .Wooer saFIX w. sad M sAw rrr7lrvtS#r8 7 88Y 8N*S iiii VAane:loose Is ata sbde t k 3�a s sl u e Brat t o In a i'ttOMww)*1M 44 ab ar dedafxa Otvxdt- rodaxd b GAft erootaRtu aarr t taeaklwe to rk a an orb rn tI* C SETAV. TINES r T •CAMO*AN TME*APPUCATIDa tt GSA A123,S4A90 so LiAFA�AL5 ir►rrrsD La aftiwwtraed' 0e4roaaratdte Sar�seire CORPORATttk! alcdrix pa St &aa mc�tsp aAlt �etse byt a boo- a ud TpsO ,r be adtBA t lai g fares Y&4taeoe Isle SM br It"Mols to le witl?t.A tsratnitk€.. tiyiw eisfC- ARD ANDSTU SLOT APPUcA7oss;for mW Voove gR T R.. • tAiat d�e )br ilwp�lermaedw 3r(1 ) tewttalRsadr rw k aaDe tDf2ge arosetOetktefybarrat� b)tdl A�c 1oe ba f2 dt�aa tet� o- 71ts tt ) f davld e afagtauapetral A 3w EASQadteAaaa "Whoba` O sd Thu Bass bpsed wed r 6ad*Ntpas*1a et- ldeeea�. ttu et kse Ua r ma Ra red asa e4e*ee w8F 60 *E E 5 a'et kdse astktr faletuaasrt�eidrorse+a�atarso.d /� awdDepseradedar`tib to tar belss sxen Nnp6n b.tans stated(so wmo Coal suinpaacat d at" m*bd xl Ma P isa. APPLICATION INSTRUCTIONS l TAtkC lutf,D liEetatltefeahYpktiaaaaa inwarwadtaa.abd dyDa.Qeket �ed4M6�aNdMNaaatteirelupe umarMw er > aaatu.ima ksluaetastrs +ideaatty dsakt *ABPNML tt t>eiaTa FV a'n id t t kkaa rasps it AS M d* .8. mNY ata.$01 sxdn . D Ty*1 Cr 8. Four Naii Pattorn Engbsh Size Shingle l2 x 36"( -914mm) 2 t t ) p-°-- r O d� lrmRil6 rsdsr►I i1T2 Wm)-nftrr� Und�i;1 vA S22 18 -333m Mp y Carew des:te8aitoar slf erpteua ed ea aa$em 2 2 333 the atttlMo aa�r kttas w a� ten: App al ua(aald c asda. i n 'd sari ash usac agar star £• - _T� =rt f bt1363,5. 1&A Cbu*u LBrtd 8.a*Ar i Ar�rt Lee witeee ipli6fas - Skfal6t da i eatt OazNer iA taoaktt.where t#aft be suer p up ;)r No (y0euny r+d usi wewnee,wtag2 are aasr�s c r aeafs dos ue twt u wt1ud.bps 2 of A"aa* It I tANt rl+aare�_ pwx etat�t htY3f i> ^S p ) i9'(-5rwn. xwWaxie' awaclDI ______ ft Require A Sian Nail Fastening Pattern? IAax�a msaa feso wS a Use the i at.ove wfth the following tio*r I1° ` ' ` - rot.aapassaeua hewaeus,we sr oaa+aa"a '�'"•• the Innee two fast atiords with four taste ts. Eiace two fasteners 9"( )tram either ej+C-V(Mrim),and Pee o Z two a hadtenef3 14-(3r )front either end+f-t'(5rnm). t°"a�a.dp. sa tea ws m9 p , . 0 O w J a Starter Comae Fket Coerce Second eml Su Caueaa tdye acrid 81 wail ($red Root to Vertical w ) Z - .rte Shrtlbe extnd smuwse aads. 6 a ti t '2 Starter ee shown. s Batt we cmtt?aua wvs fed srt spree d ads steu*e eout e.Stdepus may t d t a iqA tab rearsOvtd, O,e K3Sf a n 4 ttdrlpus,artee ter a de tt+%n Il#Yi 4ai 1 teals tart or npAt Is R pO NOy my aadr e.sl ri aD 11*fd M ak.s sec 1peni tswwset aj rYtmma� r 3 O o c' ,a#hr M tit,fi car ap*jg Via.fat ant' rimer ft" arks direr n. W w - ewwne»eaa rwraft m dull a Sea btmte 8emet s ttanse is s dd "'r" _ wa�v urama+ atatEdaMe nap SnBe an anti bttab an tix root srw! detn 4Fe ti* yes. g (5 iNew aped"'9r"10wbooWN sx w"t C#ef.Tdelarrob sa to Cewwf egos a.�stara �—r� _ RD1'E:Sfiin artey atbb#resit fltr tz` s2'( brsrm) **�01c wee warty cr �-/ `V rib i aey+ paypgreaadraptrake. n '.;. ({WAt dYeW�aeaan3�*kww+ g,s"R v5rs s�e'isba?a3 tii 5; ta uo) ''�j�i'3a�E� it i ewrmwaarmt U)rsasoL.LO7rmaiPawrs ,,,...-' -SiotttkCaxe�ac,t �aaa V N 1 —880.0* I 7 cn(mney Fteahing 8 vaakey Con,tnecNWt-Ctoaed or Woven valley 9 valley Contnectimr-Open Cut 10 valey Con*. on-Closed Cut Pracautketuy Not.. them.uua...ua,eows,lei at 58 7, -t,wa. Garx .eawr �'u•,x a.x.,4ar�.m,rtxs.+®a rrWr 't8'taTwaat'aag ,West will be .t 6f pv.. .,n:v y daarew Ea.w++++* wgwr « ewaaxerYr 1.0.sot d'ag .oi,Trt 0000buf ea toaepersa '" ----- dGM+n.tat aawya «am,r.wb 2.Heath uratvhr. _ ow ≥f t e bwtw C a wearer or 8 r wiper darteagddkta t ' � ow"ceo�crwa+a+a vrinvww .,, ..: •< m,0�,<«�, o�rsaa.waew�r.w.s«as aara+.rw. ttsxmm,. c.r�rx�ea0ye . sa «we.tao . 3.M exftued waaaa<-,t'n rand beet(Sow A rae.ryrowrow�«w+r x w �wagF 4 St.. t it toted, r reo- rrum arepenturs 1100€ta3'G.)Store anf* Z a.vowwd mtfnn eta 31 0.rea.s e sear .a o,s. O jt v,w ' ; ,r:a. _�`"` ._,. to msxew sk in AH laded pratuot mw#t tar stored an olds, C w+w " " ,,,, wt81P ....." r". ' �_.....�._ "'• wa. rt •.. •'"'"' ,... ,n Mwo= . e3 a'e be tud du" PROLONGED COLD periods Stu in a8reo aides e O O U S s iu bast eft be d 1184 7 dt0iit2,tat ehtaglft maw be tend 1*01.0 Z F See Witt l0<aasua16ota. g ,� � tsdtppitAaT Reaea.Nam fR�pkt 1St evdd aasaasa attxrn...wpelaaq rtao10 yra7akt. a > {a#e*nwr tin -tip dean et ear 8wpy'a bm,tur1td or mod J J.r'✓ �` `t � s n daa w t se s SHEET NO. aum. ,eraar •�.,`1.`- rxtt a worst use grass=Host Ge a to pwtttea*180180 dt&ffitoao134'tletioa1 8e: sptyteoad€o woseruso.<a *oreyIoOlw Ak !St, ran be x lted mot**oed*'kgtus xa w " he bovi lion pro e wood esahee 0ea woOeds tp dny 4 .eft oetr:rs as teals e x3 wood 00 0 oOop R 1 Dye`s Aoam3 sa booted woodsdps O 10 ptee¢ei4 sw+ UW1t0 WMWTYa3y.A Gp00*oat,l 8O 7Y t000ç 8* toils and k At w>011aws ie¢00aeP S7t3 co xet wraw.seca .Auy 3 awcxw .. sett oa rea oY specter.. ow doa a:v rtet ssus 3 ' S GENERAL INSTRUCTIONS T11FBi� •tiIXJf this Fo tea ai how as waYaet tr>nw tw taer4 d a to nil a a eraeruwa 8 t wble k aw Sues Ta inane srAbsg, �l�urUrU s d �t�dAss aa��e d dprrrarctaare dad a ass e • vie w s uw 1 }ono ai kom qvr sand 1(25 esm}ap hahbatom d lte �k o deckstats 1 ti tan muster Yacnetaenwaa. to 3na-�twt tR �i N iosEau �[9cafta 4"w ll- P and uf, sd acanr a d93�s47i�pte, iaCQyGRFiIIC, a�i�lnl,'gsw�dngmelaYa7br �ainrdlagpwmaoisds�3lr 1"M tIFCEREAYa1B4EzfustmryouaATa prrasnm9TWVBkR1jNf;Z I bet cur raaeefFart aw tfKanura#tFm and pfrra�tbed byAc a'c�d ab des iiffi dart re�arp s akb sei,&4t by d dKk- cOtU 1YA7H£R AYPCiCA =CSA 1 .5-EA9O rtgrtdabee tEtet slat► Carta d poi 4 for ba .WAt[e an b m be pbx plied hk,§sea! t and s1 add be sdiedd wdh a Ya0ed TIRREDIQff a u atxhm9#biC`a bredarto SeWAI law tarty meded. Aprt tk rsD bd fld as9rM satrdfies takbe d itrt�t • S1anefe srmanseapbe aseecerceended.tY. asccweedeed ar •M*NSANDANDSTEEPS OF Fa red sees rasa than 21' 1 phertstdabeimadeeameethdmedhmdbgaedalebl 3At iihtm) [iT sr e) talititdo The. swudcdsad.w }.shins maabe dbY 6e71tS'ffTram}et Eas sRstraddbe 1e d 2M 19we) 4awel �ffifastdrgirbNaz, 4ddahe edtsbo Errs Wove deaseelreore1r ma ptytraad d Cks Eanefiess mist be Ssni t aieavr- she as hidteetedhe 1 isti ca abaft.Thy matt 4 ash Taff the adlbe- Sae d tmr drhW add danaga Er.dl Rd+[d wd hhsfetaedah the stns dtie K tee l�m n is bates P eraaeraa Msie ebb rtm dot or acrd *UPOSURar 5 fl2leent APPLICATION {j j jj'�► j /� INSTRUCTIONS A /f (/ /� l r Ge bates scars sldopYa self be hand aided (sae WUeD •71�ioVCsktvENTs s:Jdredstnecbatatmaaftie wuetleaa�5 to J"1!— L(L l I�1 ffV i✓'1,,� tVlVa r sF s PD rat imieat Wae7t SEAt4CEE�DSWA4.1NtttT can teaeaspedditrnmataeabrdtliat inset Lr weed aa,rale F,ilA.N,tt.D>or beat nrae� mmry+bexdeEr. topalra thee aediodi tedsesmtaeemteaipera- rETut + 8;ttaranrdotadad)Kaen Ens. N saretYra addsdW a e Ps be bra orare aRe> headprmtsplrEtss arYlluadl- •ASpttiit t« NT:Ea ma asses* aft".AM mftm to ASTM p daht dr ta aeyo,ra seal Ea rehr aml snde<••thlaa D45$d Sias l or 2. Four Nail Pattern English Size Shingle.IT x3615/16 (305 x 938mm) Undawrlayar orm Strnderd SWpa-4Jt;b )or more th riytlraer tow$bpeTtt i13 #�}} d cove 5 55j5 tae bestdlLb asdtmd + w M sail salts tWbeY: t rths sACk atec (� 12"—E4'{3t15.35frttrn)----r.. tad.wily / tot Er plate ewered by sldepOK tsd asatrmwss.Ssaanranagb tc J btplece j + F tIMi31/NIT tu9Gk gS 01 a rd• Barriers•f ngr may 5.doasd be weperwr Ptak, r d C C e Wma ardStn m6 lAd (13 ani €" 's r' 3 1l2'—Z1a l344tt n}7'-�'—t a i91 B# nh STAB 81 lIS hte op behind tee w oe"dins.Eau trashhb�� 004MV me moue by C1Rbi} Sxr3aG Eire instil the rtd by 3f&'(Items)and d Zd`ttdiQaYh s —rC eend24'(61QAae}beyond t,r since sof a,, beyoM tar #ce dew s a me not erpecrd,a pia fl[ 51.t- a° To Fasten: a tai "/' ₹ flea s`" (1 1 1a) E ' ' ( tener mUS9OT b00xP020t9 rcw,e.c area. _____..._. t c,Re si aa•a6` 4rdla pnmar halt a /. .re.sifw usarw.a+ Q� Require A Six Nair Fastening Pattern? TIOISSTI Erd•+9 Use the dkecndns above with the following Moditieation- r t=tai , maw s� z Replace the Saner two fasten }locations with four fastening ptacements. w�,w.oa were•a w ew re t aweww Eau.era.W, � 'z Place two fasters 8"(203mm)from either end+1-1'(25mn),and pace #cam a x a m.m d o•ea O N two additional fasteners 15'(381mm1 from either end+I.1` 6 (� ,+.. S Course Tasted Course Fan M end Courses 2 �r Starter CourseFUat.Caurwe '7 l` Start tad cantata send sourrss as shown.""bo 5"llbZrtan)kont m efO el Re Trht 11'(2T9nm}twin ttte Mt otdlgs incoma,than cenihea wEb tat stiles Ttkit 17"d432 rmn}Yam Mtawn win oassse.thin cinderS.witS edttaitplesasrtss w Apply a,atitirm. V Start ad ctldare wad tat oberpleri laSt rivet wan m starts costa..Slsrpl.5 ISay be Sl noes.P85iash intfaae and 00ur €tU6.9 a ltktoc ,tress its mil. the rent.ism and seat canteen up*tarltrepw trsrrvceines Inns yep 3. w sx�t r melw aerwl teit to rypd ar r nt to kilt.00 tmB telanSat strspM gp lM rod slrrre tea d ills wbts tetouls.Thisreotih to 15'(I21t,n)ohms. mie w t bet wldththirrplot j a t,�ova*aaaxiora pmoatae call cause an Scatted i cola'anise an heist may tee sides_ acmes the rod.Sias a shut he dt not easy S causes to dretk paseliet summer ebb J �„� o o ears NOTE': may be d mm e°rJNr X. tefta$r ptsl head ffih,tddher r*s z use adyewdtustrtt.etuaenpS`lltitren) e t s z rem — r o a•.MI aNM• anre •t alprq eamaa sDartgtay ry.` PYrv.A�4r'd°Yank u+d• — ,' - eva*s•vo.usab.ereac ". O �sn�nr, di mW* aR. a.. ..,,..a FMw itlE64Er.k UAN'[AM}Y � aye �•a 'r ' ya } �SR�'l L�4tPr Z rw.mw G w u�piea,n'L7Rmsx#i W^iry 5 wasa°�"t czte.a+. �a «s nw t.aay - s ax - w ••s=tyw4 ° iowwa+aasw+.wmw Tt Frwm.rawx}es y .''"`�� r,asa. It Prsesudcnany Nodes stain in a$*Sl*gles Bennie of tea reseal ,,, e 8 Wall ft Root to Vexttcat Wall) 9 Chisaatay Ffirrstdne 10 Vaftey Cast-Closed cut and shorwnosd GaatdpY s ad mad,}rasa stitrprea wh Ee srtlf§imtd s der eta�S ales hbs and ndpu std and an y,&shown. ads Fleshing(Si 1,frost tbe Stepped ot alt c+3 tour stwdd alisar t#s t m atdngNss by appearmca.tsa Ti6 RTEx•(arbanlbotn 31'ffidrdoras20tsnr .,..,,. �._. In.wa �wr«.ra,. sa'ei.aw• 2.tlatdbsar,lsilly.SEa cen.aaaytsobmamom+oe4r nerersoNra Si Eel = at 1t.-b t maters}ot a&ubla lays %tO d Watt l Wip S t .Fa titd a "' " °eif,.�r �w,war>w weather. on seas"b ftinaa d prerau Hlp&brsge shinon and afro nm0wta tilt, ear> --.wee ,wawn+.es at iwe.*w e'a%w to ++ w lAdadpeeedtnntlsleanertbeotctassAaypa. Er s daub lktskness Fast. en eer marina,as apPYratron atio'ee, s lrarir --� a.a.+• *I+a+vw.. ••+mac +.n v _ - ai at 1. (£i°S..SStore a rd a at a. s Mmduat m seam be doable t E.T#n'. ,taHasatAOaraf�b - i4 W9FNa 0 5 dam.=..» =. .c •rw+ rr•p•-�• _ lit be ,Drawled c�rNat aft ash ste Dar slate r a'�am wCe C urea e a .+ ppaa adieara ,orm Airodalpro&cr most osstadortdra a* O Z .... aawwgi..ra Z F ,'af'e+3:r fa,ao *+ O.+Aan,waedc nneinwce[ais�awdi - 0 eww, xwu,ar rat• t T assets beds is h turd a steels, " randd peo4rtt. w -j w Q u.dsesan. aecspe i4ara rmtww f r�..,�a.ea.ww „�,,.. i,Vlpi�, '^"°"•° told _ tritpb,t,ehr snsirt .redo,manoto esrat onus,csdsda4ludshtr eteaatdotObetblr.walhi tadbciatsArpe.ilORstowieotErlEcsa.ptherolItmacwanotaEbrma � tiy ..mss-.. imaranconsn ", Tshoar- N a4raimtr e6aas a°ttda�a .a1• :— 1 trnrft or peat tiroupte FasY,ee spin tr hfebat SHEET N0. we •'""""•r-"",•,•'° S ap4 edP rivet, 1#u as wiwapiecoidimea ton tear termnty prAdO moo• Sr otinyetitrta errrah snrime.Tilts bkcaedas d 11155 bask old aldoQlos 7t asset and tabs and aenttaer eAaetrassArabel. afmrixe edwsaottNs R 2 6t riacessuyc tip >is madrt�a h raaq. 'n Ne Obsot lestedo e, n tWo ittlwoawlrrur.Ac fd ire e.aejrwmallAerY AdS as wa eadeir.Am deriseetashas ediecd lesnsnbs Eat se lEe eseesistilta nta,saaisr rearhted, 02504£#A lnW.smr ace esrtlaeel.id2t'a 3 3 1i IIi I r 1 Ii . r�, '. I II I : DOUBLE 5" T IPLE 4" • 1 /2" _i 'LiLJ! 1 APPROVED EXPOSURE THICKNESS DSO 'PR D EXPOSURE CKNESS DESIGN MODELS INCHES ±.003 PRESSURE MODELS INcHE ±.003 PRESSURE +� R I 1 1 0042' `f .t + 60.07 26.6 F Sf I `T__ 1214 12 0.04 T t.1 s 1 t V I).04 I T -1 12 [I.1 4Q I. t PSF 6 .0 PSF MINIMUM 2"X 2m CONSTRUCTION GCE PSSlot 4 -- 10 0.042 - Z66 PS! PTi2V 12 € .# 40 t 30.0 F 60.A PSF MIXED SOUTHERIN PINE OR EOUIV. PSS 1 10 0.042" 6.S PSF WOOD 'BATTEN STRIPS - .D PIS 1FPION 10 .042 - 26.6 I}SF LFP1OV 10 . 4 Z OU Q x SIDE VIEW O1 EAVE FRONT VIEW OF EAVE WITHOUT F L _ Q - \ I - Z � FASCIA 5 C#"itsa z t M F- GALVANI ED -ROOFING NAIL 3/8 O DIA. X 1 1 /2" LONG. CIVII J-CI-KNEE 1 0' O.O. THRU THE NAIL HEM HOLE THE WOOD JOISTS. M1 IMUM WOOD ENBEDMENT E T IS 1 " Alcoa Building Froduct.s LJ ____ iI PART: INSTALLATION DESIGN A REVISED BY RICHARD 0 E 10/99 DRAWING FOR VINYL SOFFIT FILE NAME: . 1K52- 1 Ei DADE SOFFIT 4/99 U �y�t Cf# GAG DAZE 4/ S/99 I SHEET U0. Rovisiws Ds�ta SEALK: I` -= 1 IN1 , /a' (5) PLY PL'TWO00 1 •' 2` X 3`0[yWW*O/ '# - F1 1Z. Stott A" UGH LAP SIDING �'s{� mD gt t g#� tpE t 4�s[s4�i1,t WITH *�' Sf bf f l'i ,4i'.I'a -/0 +LAaL/4 'S..fi 111 !/t 6 0 12' Q/G e c'- -ii---- �►su. i1,�.i q Klt,utl tsl��.��txtC i�t. S11,1l S 43 MAXtf44 A.PP. s DESICN APPS OPOSURt G1,1 S sP IC 16�O.G. a 113114 * 003P� its IU� #.Qo PR42 DW-40 5 4 1/2 0.040- -46.6 PSI MCO-40 8 4 1/2 O. +#' -3.2 PSI TRW-40 8 I 4 1/2 0.#140 -44.6 PSI CWD-40 8 4 1/2 0.042- —36.2 PSI . 8 4 1/2 ` -apt it CALvAr tD 4# t/a• 144 � D4r4. UB-#6 `8 4 1/2 0 042 —(66 PS ' OB'�+'-45 9 4.5 1/2 0.040 --36.2 � !8' t +,b t x t /4` 4 -16.6 PSI 1RUD 45 4.5 1/2 0.040` —3 2 P' HOLES ac 11r tar 1tzt 8 4 1/2 0.1348 —465 PSI 4x60-45 9 4.5 1/2 0042 -36.2 PSI 44 8 4 1/2 0.044` -4&6F51 IFP€3-45 9 -1.5 1/2 0.044" -3 .2 PSI -46,6 P! OTD-45 9 4.5 3/4 O.044 -8- PSI -4€1 84 ` —46.6 PSF CSD-45 9 4...5 3/� 0.046 el PSG CW-40 11 4 5/B 0.042' -16.6 z -- 4.,. 8J4 5/4 0.044' - 0 P`SF t co- 50 1!7 5 L - a O " CS-40 11 4 3/4 0.046' -80 ISF C-110-- ? ' tO 5 If 2 0.042' --4 & PSI ~ ai'"s }---55 10 5 5/8 0,04 ' -j5 PSI N LO55T t 5 5 . 4#1 -161 ' IQ- flw-50 to 15 1/2 0 040 -46.6 P - 4 10 5 5/8 0.048" -46 6 PSI Z I M-50 0 s 1 .6 15 F4 m4 ,A t 1 - li sJC-5₹1 1 5 1/2 13.040 —46.r PSI GW(& + TESL 18-51 ,042 10 5 1/2 0 ' -16,6 1 1) 1 .m43A wr t. c SOFTUT P14 � urc. y w is ou A r R Ai C�t4 4 z r EoUPt %fi tom. C4rEEDQ flit ACOU%Rl unm 01 #r ., Q 10 5 5'8 11.045 -046.6 � r) .i572 T FOR SlOlic 10 COU IDS. 1 .. # 1 —2) WALLS rlo Sir 1 ?`4} lR� '4�1t� s � / s� SF4�V� )3E tti�e.s.; �•� �' -� 51 t o I 5 5/8 11.1148' —46.6 PSI 4'.t'1'(C1(£f3 i'trB' l�xE�(. CRACKS ID bFtCts 11J ShAll. IC Q-t1.11f4fb. 4G 1-Att by Lfl'10r4 10 1 5 t/Z 0.044 -41.3 PSI 3) •w1us sWIL 8C A1tR P140OflD We111 AsP4t & -ito nIT - Of' HOT LtSS DWl 14 100 $13. F1. S O(SC44I9 I4 stC1"444'l ,p W- 5O 10 1 5 5/8 0.042 —46.6 P51 27)4,6 (U) 119 r ' 1 A t tLD Ea v 4) v+ SOfl1T M( THE SIr rG / s� �4t I at IlSTAII- QT—SO 10 3/4 43.4 44 —84? DtZ1GlitO W A RCCI1tREO 1�JtCIU1EC7 OR £PG1tit(R AAc� 17o THE . 11 FOB C A10 ThE Alcoa Building '.1 u t 19 5 /4 i .448 -3D f"5P Alt 4U 1 REQUREMDflS Of hits D41A11v 5) luTLLA11ou or mm. s / Sorm AVID Ac 'jc P8 Ste.. 8r- DO1C Of ACCORD"t WIThI THE 4;`FG. .IMAM SAtlD T "P r t SE of THE -SO ft OR D �: A RASED BY RICHARD BOrETTC 0/ DRAWING FOR VINYL SIDING 14. PC"?466 I FILE w: 5 - i 6 DARE IDI G 4/99 ' 1'1S�. it+ i Out a S ~r: 1 r SHEET INZ SSB960I Installation of SSB960 roof vents should corn- ply with all local standards and regulations. _...... MaSter CAUTION: Use appropriate safety glasses, Installation of SSB960 roof vents should corn gloves and other equipment to avoid injury ■11 r ply lth all local standardste an ''re�gulatior s: Adding an B96Q CAUTION Use,appropria safety 90$$Qs, peak gloves and other equipment to avoid r to Finished Fontsnfr day° rpoof �� Determine the location of vents: peak . tat teae to€f1° ew fl inspect the attic to determine'tlie location of rafters and other o^"` � Za � obstructions.Evenly space the roof vents along the width of the 2 C e- 00 i a {fix roof,marking the location of all roof vents before cutting holes. Center the holes between the rafters within 2 from the peak of the rafters roof.Mark a 10" circular outline for the hole on the top of shingles. �' `�1° Determine the location of vents: 'ions (Figure 5) Evenly space the roof vents along the width of the roof marking Figure 5 Figura 6 rafters the location of all roof vents before cutting holes.Center the holes v between the rafters within 2'from the peak of the roof. Mark a 10" Cut and prepare the opening. cfievrorts Using a sharp knife,cut away the shingles(Figure 6A).Cut through circular outline for the hole on the roof.(Figure 1)Figure 1 • Figura 1 ryt the sheathing using a reciprocating saw(Figure 68).Carefully remove the roofing nails within 3"of the hole.Cut the'shingles at the �� Cut and prepare the open ing &jj..,a\E top of the hole to accommodate the shape of the roof vent.(For Cut the'holes in the sheathing before applying shingles.Shingle up increased weather protection on new construction or re roofing until the first full course of shingles covers the bottom of the hole: applications,use an 18"xl 8"piece of GAF Weather Watch or Cut the'excess shingles away from the hole.(Figure 2)(For. to• GAF Storm&uard Leak Barrier.Center the leak barrier over the . increased weather protection.on new construction or re-roofing Figure 6•Figura 6 hole.Remove release film,press into place and cut away the leak O k o applications,use an 18"x18"piece of GAF weather Watch' or ' barrier spanning the hole.) GAF StorrmGuard Leak Barrier. Center the leak barrier over the hole.Remove release film,press into place and cut away the leak Figure 2 • Figura 2 barrier spanning the hole.) Position the vent: Apply a generous amount of silicone,roofing cement,or water- '� o Position the vent and nail the vent intoplace: ' proof caulking to the perimeter of the hole.(Figure 7A).Slide the ,i vent into place beneath the shingles,ensuring that€he throat of the The top of the SS1396L1 has an up-arrow formed into the flashing. vent is centered on the hole(Figure 78).The shingles should Make sure the vent is in proper position.Nail the vent securely into ' overlap the top half of the vent flange.The bottom half of the - _ _ __= place,spacing the nails every 4"apart around the perimeter.The Figure 7 +Figura 7 vent's flange will be exposed on top of the shingles.' •- •— yt nails shouldbe I"from the edge of the vent flange.Seal all seams g and nail heads with an approved sealant,such as silicone,roofing Nail the vent It1t0 place: s cement or waterproof caulkin (Figure 3) Figure 3• Figura 3 g. Nail the vent into place,spacing the nails every 4"around the perimeter of the vent.The nails should be 1"in from the edge of Complete shingle installation: =* the vent flange.Replace nails in the shingles as necessary to ensure Continue installing shingles,overlapping the flange on the vent. a proper seal.Use silicone,roofing cement,or waterproof caulking .�� Cut the shingles around the top of the vent to match its shape. `'� _ - - Lo seal any exposed hails.(Figure 8) `_ _ (Figure 4) Figure 8• Figura 8 Figure 4 •Figura 4 NOTE:In Canada,ony the GAF and i 011aliry You Can Trust Since 1886___ NOTE:in Canada,only the GAF and 0 Quality You Can Trust Since 1886-__ Timberline logos are regstered trademarks. imberline logos are registered trademarks. from Norm America's Largest Roofing Trnbarlina from /North Americas Largest Roofing ° edim on marC to e na hn e C andSn am onto foe nanbr de G ad Trml�erlirras�marcasr�sfradasenGanada. � and Ventilation Manufacturer Trmbertine5onmatcasrecgsiradasoiGarxicd and Ventilation Manufacturer REMAROUE:seals lee cans GAF ei REMAA0UE:Sirs fes rxoms GAF et s Timberline sons des marqquues de RpF W�AtB Tiniberfine sent des marques de GAE WQBrALti commerce ddposr.s au Canada COHPQRRTION ► commerce&pesdes an Canada 4MQAPORAffON SHEET NO. IN3 6 x j_ \ I ______ ____ L ___ Iii ___ fl - a Ii 1 9t t ' øn ii JUl il1 S rs ' "j1 : t7 w;. - .fT u.. LE I 1 v S SHEET NO. IN4 6 ii t / yyw t '7 /2- . . y� e� �. e � � F1 w .T � O ran • ��/}1,AA1li. ii Lfti Ii if lIZ !flt ft fljz jI p II • . ww•+ � " x.+x �, t air ' •; .! .e� M.Y m n? - _fin= S, 3sn.R ' W3 cgs M 3 - a to '� e•+xs a �Q i .. py""+�., "$"'3,, ' "?' •4 " LM ►x� .7 e •v . ru ea wni . 3 Std 0 ° tL1 flu nu 1 x ? U "� � 4 � '�r a [ SHEET NO. S i IN5 6 SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 Approved Products List ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTC16 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# CS16 Coiled Strap Tie FL1901 Exterior Doors Sectional Clopay Building Products Company FL4914 Epoxy Set FL402 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International,Inc. FL45/FL5726 H2.5 Hurricane Tie FL474 Exterior Doors Sliding NuAir Windows&Doors FL5340 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 Exterior DoorsSliding-Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Comer Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors,Inc. FL5538 HDBA Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors,Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. FL183 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents GAF Materials Corp. MIAMI-DADE#05-0909.02 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 _ - - HGT-2 Masoy nry Hurricane ci ne FL474 Roofing Metal Roofing Mari n Metals, Inc. FL5204.6 HM9 Masonry Hurricane Tie FL1423 Y HSUL Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 HSUR/L26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels Loft's Concrete Products FL 5092 HTS20 Heavy Twist Strap FL538 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTSM16 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL5169 HTT1St22 HD/Tension Tie FL503 p HD/Tension Tie FL503 HTT22 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL5169 r/] HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 HU26-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 HU26-2 Hvy Face Mount Joist Hanger FL1218 HUS26 Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products, Inc. FL 1418 O HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 HUS26 Heavy Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 r"+ HUS28-2 Joist Hanger FL474 p HUSC26-2 Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products, Inc. FL1999 HUSC28-2 Joist Hanger FL474 a Windows Fixed Florida Extruders International,Inc. FL44 LGT2 Light Girder Tiedown FL1423 LSTA18 Strap Tie FL1901 Windows Fixed NuAir Windows&Doors FL5333 LSTA24 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1363 LSTA30 Strap Tie FL1901 c LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100/1900,1450/1550 General Aluminum Co. FL5169 z LTT19 Tension Tie FL474 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL5169 9 LTf20B Tension Tie FL474 1970, 1450 TDL/1450/1550/1570 LTi131 Tension Tie FL474 LUS26 Joist Hanger FL3750 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL5169 O Masonry Screw Titan FL2355 Windows Horizontal Slider Florida Extruders International,Inc. FL43 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 Windows Horizontal Slider NuAir Windows&Doors FL5331 META20 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL5168 MGT Medium Girder Tiedown FL1 423 Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL5168 MSTA24 Strap Tie FL1901 S MSTAM24 Strap Tie for Masonry FL1901 1480/1580/1590 MSTC28 Strap Tie FL1901 Windows Mullions Florida Extruders International,Inc. FL3136 MSTC40 Strap Tie FL1901 MSTCM40 Strap Tie for Masonry FL1901 Windows Mullions NuAir Windows&Doors FL5722 MTS12 Twist Strap FL474 Windows Single Hung Florida Extruders International,Inc. FL42 MTS16 Twist Strap FL474 Windows Single Hung NuAir Windows&Doors FL5330 MTS18 Twist Strap FL474 9 3 MTS20 Twist Strap FL474 Windows Single Hung-Series 1100/1900/1970 General Aluminum Co. FL5171 MTSM16 Twist Strap for Masonry FL1423 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL6107 PHD5 Holdown FL503 3 PHD8 Holdown FL503 1450/1550/1570 SDSY.xlr Strong Drive Screw FL1463 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL5171 sDsixzi Strong Drive Screw FL1463 - SP1 Stud Plate Tie FL474 Windows Single Hung Series 5000/5300 General Aluminum Co. FL6107 SP2 Stud Plate Tie FL474 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. P1 0