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HomeMy WebLinkAbout08-8417 (2) t� \\Tindward4 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 � - Y-v� These drawings,when signed and sealed,are `I . an indication that Whetstone Engineering& Testing, Inc.has reviewed the structural components only of the structure for conform• I I ante with the Florida Residential Code 2004. =µ 'I ' No other certification, inclusive of architectural elements and dimensional accuracy,etc.is expressed or implied. ELEVATION 'A' rya 3-BEDROOM / 2-BATHS / 2-CAR GARAGE O DRAWING INDEX PLAN # a0408 SHEET NO. DRAWING TITLE COVER AND INDEX Al FOUNDATION PLAN A2 FLOOR PLAN A3a FRONT ELEVATION A4o SIDE & REAR ELEVATIONS ADl INTERIOR ELEVATIONS AD2 BUILDING SECTION & DETAILS El ELECTRICAL PLAN II FLOORING PLAN M1 MECHANICAL PLAN OS1 MASTER SUITE OPTIONS S STRUCTURAL DETAILS W' D DOOR INSTALLATION SHEET W WINDOW INSTALLATION SHEET R ROOF SHINGLE APPLICATIONS IN INSTALLATION SHEET AI P PRODUCT APPROVAL CODES AREA TABULAI1Q A0IE (I WHETSTONE __________ ✓RISSUE HISTORY SATE � e� DE5C,z,F-1ON' A��� ENGINEERING & TESTING, INC. CFJ3,0E 4.C 2CC4-RC �=CATE PAC C,25!06. 5.0 T'N CC AT_C'<E ES+ON 5.C '0,25,06 s o.1 �A ARE 13,C)N 5.�M .,__ 5.0 MC 2004 53rd Avenue East 07.30x0' 5.0-6.C^P. W !el_R„EC F*.T.,T kCSEi ,PNS �V 06/22,0- o o.��A. T'A �R��:.E��_R?„E����F_�.�����-Es s� Bradenton, Florida 34203 Phone: (941) 727-1138 FLAN NO. ao4os VERSION NO. 6.1-6.1W SVRiot-2BfC OPT.SHOWERI.L. STD.TUB. MASTE ATH °egg=S 3 FOUNDATION PIA. 67$" ' ' 1 c EXTERIO REAR SL 4 FRAME'W CORNE BEHIND SHOW ti5• 4'4° 7-11 4-9' 4-5' 3-'0 I-8' 310' 6'-6' o " 3-8' T-i t' 6-5' ALT.aC M 3'-1' J' ! I `ocnrroN N N C0 CONC RECESS IM,~` j•FOR SHO`1ER A.C COND.ON C0NO CG.W W M 6B'r 10"x 122'0 PAD SIZED BY MFR. -."-' COMP rl� �, _:_.�-......'. _. ...... ........ .... ..___.. ...... .. __ .148'. • Q�� .._; e_Z 1M PVC UNDER SLAB A • Y_ ABC COND.DRAN LINE. — RE E R.CP�GAR S-2 M CHECK B IF THIS - - 4'PVC UN R SLAB A/C 1'N 1 �E'.X IF TENS C SELECTION PLIES ,{ CHASES BOTH ENDS). �'< `f Op-':;;N .IES O O TO THE PLAN. '■ ..OV.S .. ��'J' O L [fi \ 'fi0vYE CO'v0 C i C NTROI JOINT E S-2 ELEV:0.0(REF) - ■ .11?FIBER MESH CONC.10- 0VER 6 MIL.VAPOR BARRIER 4-1 — -— Y C ON CLEAN.WELLCOMPACTED. -.. a -—_ -— —-IJJ 2e'.g" -—.—-— (H z TERMITE TREATED.GRANULAR Ii �` FILL. t+] ■ I I w0 20$" • \` ■ 61x1-1120 _ --- - m 3 SLOPE I- SLAB RECESS : • I D 4 VJ 081-SINK IL I U 'NIDISP. I�'JI SLOPE 1' I A • F�9l�s1 l_J I REFRICJ V J . 5 2 •, i . ICEMAHER v m I 40'. " 3 I 6.'5. I6-2 J-B 7'-i L` I r G s2 i 1.n• i IT-0' W cC I 4T-6' 1J-C. F-62 75a .r. FOUNDATION PLAN'A'&'C' ,. o 11 x 17 1'-0' 24x36:1,4' =V-0' z 3. SEE SHEET A3B FOR PARTIAL FOUNDATION PLAN FOR ELEVATION'B I� 0 0 IN IN O N O N N N a ISSUE HISTORY : WHETSTONE ENGINEERING&TEST! G, ! C. - -- E BRADENTON FL 42( z o NO DATE VER. DBWN. DESCRIPTION VARVD NOTE: A FOUNDATION SURVEY SHALL BE PERFORf.r&IAt AUTHORIZATION #9, 9 gI Q a z 10,03,05 40 2004FBCJPDATE MC COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE 02506 50 OW VERDION5°CREA ED MC BUILDING INSPECTOR'S USE. OR, ALL PROPERTY MARKERS 02 10,2506 5.0-W TA VERSION 5.0-'1 CREATED FROM 5.0 MC SHALL BE EXPOSED AND A STRING STRETCHED FROM SHEET , 0730,07 5A-60W T`N WHETSTONESEIPLANSMERGED SN MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. #/4\ 082207 6 1 ARCHI�CTL'RAL ENGINEERING UPDATE: SN A 1 03 SEE PlANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C =§U no �LLLLX 8 s y 4'sz�.g =d az-B• g;wm§ya o OPT.SHOWER I.L.O zoe:8 0 STD.TUB.(a7 MASTER BATH 4:r::jiiIII1: EXTERIOR REAR BLDG. CORNER ti-? 1T-I' 5-6• 16'-d• 1„ " ALT.COMP. T LOCATION. OPTION $66 II. •-_... 1;2 GL55 DOOR N i wr r6•s a AD II CLEAR,TEMPERED 2 2 MECX IF THIS LU c') 31CZ GLOSS ENCLOSURE 3/SOB O II,COMP 'd A IES TO 253/1 11• ,4 O1 \ NC 6' COMP. HD S8• HC 8• HD 6'6• 1 T 7 M� ' —2t•DOOR 1Tt1ASRB ESS EGRESS S2007 WINDWARDDRYERVTRIN VG^� ATH m I = H p O ACCESSIBLE q C) v HANSON CLG.�d x I6'PFF, i B C W CHECK Sox IF HD 22 T.:AFP 1 vv Apt 3"-5' 2 i• ?1'-3' I t?'.. ■ ! a 23'-5' TO ETHE!CN Napo `�re BEDROOM-3 0 TD THEww. I,■ _ — ,It1aJ• BEDROOM-2 Nwtncn 2-CARx GARAGE N m 0_ ■ 26PKT Oa 6' - t t11aJ• STAND =m LL 'By 0a e' O 3?.5•J. VSE = 1L•P7. I-....I W L C'y0 w LINE OF `� �4 ry �",'• �6. PLYWOOD. ) I. = w 6:121 CIG.VAULT 3 _ y. l w 9 F-, MASTER 2'd, Y 5' 5'-9 .}� 2 6�� UDNcfis RVCTED R W D4$ = O VERTICAL RISE OF 6 A ■ I T �° HvnD MECHANICALs O Y n5 Ire,r 6'0.G AT GARAGE WALL. L. I. NOTE: ALL PLUMBING,ELECTRICAL AND MECHANICAL 4 6; OSI HO,cF SHEET -_^. _-ciG. DGE ay e, OHH�R R'A '� ROUGH-INS MUST 6E COMPLETE,INSPECTED AND ■ CHECK I s _ - - - TGP■' •'>F° APPROVED BEFORE REQUESTING THE FRAMING I�oPTro PUE �' �'�� /� �T'-8'� INSPECTION. 2 w 6•NALL � 2866 B c7 —.0-PLANTHELF I 3.E+ 11'-5• ZU•.g^ .t' 3'-2" HELF a J•AFF. DE^1v.T_S LINTEL CO!vFh-ORATION. ■ - 'LI'� B�. 1212X6PT BEPJd wr ?FLITCH PLATE PBV- .lJ SEE JETA L ON THIS SHEET. ■ --I.NE OF } MASONRY SEE DETAIL THIS SHEET 6.12 CLG.VAULT _ ?i C• V MALL 2 Aa•AFF. SOLID CORE I■.�' ■ ■. KITCHEN 12M DINING I FAMILY LIVING ■ S ENTRY PATIO w 3'-2, Vaul[ed Cly. Vau'E0 CIy. VaWted C 9 FLAT Cly- co ■ 4 11,s, 1 —1P' o FOYER 2 a'%AFF r> L2 :NOIC.A`ES SHE1R'HA�!. �.'I ADi Vau C - 2 NELEV C q �'�• m ,I Iw NrELEV.C) r= U REFRIG- RGE.. m 112•BAR TOP -4 U '4 FF3\ \C vC Icy6 �`—' 'NALL TO CLG. ■ �e 'n I 70588E ■ - ,EU FR.A/ C(.C ■ ■ O;. _ C' I PRECAST W:K.O.' V. q '"6 L LNIEL?YP_`a�i j ■ • ■-. '� ■ roP OF Ma on s.NM O I( a'-6•AFi. c I I 15-1 D" i ND H� HDSEGA 25 M-6• TOP OF O c "f � 0MASONRYs"-i e-e"� s-1o" s'-,o 6u s'-c' 0- THE GARAGE SHALL BE SEPARATED FROM - THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO ?f-0' ( 62-8' J - THE GARAGE SIDE DUCTS IN THE GARAGE AND DUCTS a a r 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^P 3. PAN ELEVATION =.'Af&25G! OTHER APPROVED MATERIAL AND SHALL USE 3000 PSI FINE GROUT -- HAVE NO OPENINGS INTO THE GARAGE (38"AGGREGATE MAX.) iY 2.e%LP=1'0' O WHEN GROUTING BOND BEAMS& LL PRECAST UNITS. SEE SHEET A36 FOR PARTIAL FLOOR PLAN FOR ELEVATION'S' o o 8" KNOCK-OUT ry BLOCK, SIMPSDNHI6 0 a MUST BE'USED 0 0 CONC. FILLED, 12 THIS AREA �12111PT W/,2• p O FLITCH PATE • CBLOCK, FOR CONNECT1oNS� EDMBEDEO IINN L:NTEL Q CONC. FILLED, ISSUE HISTORY TYP _ELEV6'� iz STONE ENGIvEERIUG 3 TES LNG !NC o 40. DATE VER ORWN. DESCRIPTION APPVD m Q ca Q m 8' PRECAST, 3 z A r Z O " TYP. 53�d NEON f 34 03# g Lu BY co co CONC. FILLED, TYP ATTACH,srPLY,G 7 w Z t010Y0s 6.0 2004 FBC UPDATE MC CV CN EA3H TR6us5 HEEL , CERTIFICATE OF AUTH RIZATIC # 2S1' w o a LL i ti (WITH OR c° c° C° 00 00 WITHOUT REBAR) GARAGE Q 10;25;06 5.0 TIN VERSION 5.0 CREATED MC w O Q ?025106 531W TA VERSION 5.0-8 CREATED FROM 5.0 MC O O O OTYP.ENTRY TRUSS PROFILE DETAIL OCT SHEET raj 0730/07 5.C-6ZN TIN 'gHE7STDNE rI PLANS MERGED (1)SN #5, TYP ELEVATIONS A&C 062207 61.6.1W TW 6.1ARCHITE.CTL'RAL:ENGINEERINGUPDATE: SN LINTEL TYPES I SECTIONS N $ A2 SCALE:N.T.S. L.JASON r ' ER PE# 1400 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES o&Vr2-BI-cc1 -1 BANDING NOTE: ALL BANDING TO BE SCORE CUT, S Siiy6 1/2"WIDE x 1/4"DEEP, SMOOTH a9 FINISH INSIDE SCORE LINES, �ozew UNLESS BOX BELOW IS CHECKED. DENOTES DESIGN WIND WHEN BOX IS CHECKED, OVERHANGS: 12"TYPICAL EXCEPTS'@ GABLES. PRESSURES FOR COMPONENTS TAILCUTS: SQUARE AND CLADDING(psf) El REFER TO RAISED BANDING CUT SHEETS, ENTRY DOOR STYLE MAY VARY. N SEE SELECTIONS FOR ACTUAL DESIGN. W M ROOF VENTING INFO. TYPE QUANTITY LINEAR FEET am o ti (MIN) Q D RIDGE VENT -- 40 c 0 Q OFF-RIDGE VENTS -- o m d Tti.c 12"W x 22"H SCORED W z 6 DETAILS ICAL). US 0 F [-' TOP(TYPICAL). O BAND W18' SEE DETAIL W THIS REVEAL TYP. SHEET. SEE AJS6J ��0Il FIELD BUILT FOR EXTERIOR F'' 6"W x I VH SCORED ROOF CRICKET FINISH SPECS. W DETAILS WI RADIUS TOP MEAN SEE DETAIL'B THIS SHEET. BLDG HT FIBERGLASS SHINGLES TYPICAL DETAIL IAI SEE FUSS TOP OF ARCHED FOR EXTERIOR ENTRY @ 7'-10'AFF. ir : __ _ _ FINISH SPECS. 6"ALUMINUM O FASCIA TYPICAL U TOP OF . TOP OF m MASONRY MASONRY ,r' I �f o DDEDLDDD i ! x Inn DDEDDDDD p � �j f ` 611 0 FIN_FLR. �'D a I - - (REF). - FINISH GRADE 02007 WIND W D HOMES 7 DETAIL 'B'L1 B1 40.2 36.2 z >Q W J W z © Z ENT1O `A' U- I SCALE 11 x 17:31 16"=1'-0" 24 x 36:318'=1'-0" 'O 16 O P4 N N a ISSUE HISTORY : WHETSTONE ENGINEERING &TE INC INC. z °o N0. DATE VER. D sW" DESCRIPTION APPVD 2004 53rd AVE E BRADENT0N L 3 0 i o w Lu of F z 10/03/05 40 2004 FBC UPDATE MC CERTIFICATE OF AUTH0RIZATII N # 2E� > o a Q 10/25,06 50 TN VERSION 5.0 CREATED MC 10,25,06 5.0-`N TN VERSION 5.0'N CREATED FROM 5.0 MC OCT /" SHEET 0730/07 5.0-6.OW TW WHETSTONESEI PLANS MERGED SN IJ -�d 08/23/07 6.1-6.1W TN 6.1 ARCNITECTURAL'ENGINEERING SPCATE`, SN L.JAS F ER PE# 40C SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION Of CHANGES SVRLor2BkcI yo ��9K�t5 P�Dogoo� � BANDING NOTE: ALL BANDING TO BE SCORE CUT. 1/2 WIDE x U4'DEEP,SMOOTH RIDGE VENT FINISH INSIDE SCORE LINES, DENOTES DESIGN WIND y ON ... ... .. UNLESS BOX BELOW IS CHECKED. PRESSURES FGR COMPONENTS 0 CO AND CLADDING;PM). L1.I M WHEN BOX IS REFER TO RAIS CUT ED SHEETS O 12 CLQ RIDGE FIBERGLASS SHINGLES _ ROOF VENTING INFO. --' TYPICAL E TYPE QUANTITY LINEAR FEET LINE OF CL0. .. `" ." ..__. .• VAULT AT KITCHEN _ �._.. _____ __ — __ 40 N C S MASTER SUITE - 6.ALUMINUM '-' :. '" RIDGE VENT — . FASCIA TYPICAL - "' - ,., TOP OF O 0 _ ._ MASONRY SEE A54 FOR EXTERIOR FINISH SPECS. 1'.<" L OPEN _ O FJB.C i W ----------------------- --- -------------------- -- --- - x� � J7.1 8•ALUMINUM FASGU TIP!CAL L7 LEFY E E VATIO 424 SCALE. TOP OF GAL V.MTL V-GROOVE 1, 11 r 17',1;8-a 1'0• MASONRY EXPANSKJN JOINT(TYPl N l� 0 - ----- _ ____ _______________ i1L sEE asd I = FOR EXIERIGR F„ F INISR SPECS. � � I N fl REF4 RIDGE VENT A FIFNISH GRADE .38.0 •35 5 Q. f Ti F. .... ... - ... .... ssG [El w FIBERGLASS SHINGLES CLG.RIDGE 12 -' TOPICALI- REAR ELEVATIO �-•�•e O 6 __ _ -. _ _ _ '• 1 1 1, . _ TOP OF - 6•KUMINUM 2d r 36 Vd'=1'-0' TYPICAL -.__U ... _ _ .-.- .. '•.. ZZ .r--+ )z__I SEE 4S1FOR EXTERIOR\ fINISM SPECSFINFLRREF1 _ —-_. —-_- -—- FINISH GRADE i !a o 38.C ye,5 19-1 O A'1 <zA ID O N f• RI�ZH E EVATI f�s ISSUE HISTORY : �,� -_ WHETSTONE ENGINEERING TksTIN N o """"'�" 2004 53rd AVE E BRApENTON FL; 20; #'I o d z NO. DATE VER. D BYN' DESCRIPTION APPVD CERTIFICATE OF AUTHORIZATION 92C 10!07;05 40 2004 FBC UPDATE MC w Q 2' L I 1025,06 5.0 TN VERSION 5A CREATED MC d O d Q 1025,06 5.0-N TN VERSION 5 0-W CREATED FROM 5.0 MC O C T 0 f SHEET 0730,07 SC-60W TN 'NHETSTONE'SEI P!_ANS MERGED SN I JASON JASONI p L 08,2207 6.1-6.1AR`74 TN 6.1CHITECTURAL ENGINEERING UPDATE: SN LbI, ! ' PE# 64C 3 A4a -SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVRLoT2Bkc RANGE HOOD OR MICROWAVE PER (2)3-BULB LIGHTS 3-BULB LIGHT COMMUNITY PER SPEC PER SPEC SPEC'S 30'H•12'O.H.C. TYPICAL. 30•H z 12 O.H.C. SHOWER HEAD TYPICAL. > f ©© OPEN LL.Q 6--6'AFF 4TH MIRRO RAISED [ , RAISED / CERAMIC TILE 42'H MIRRO MC. TO 6'10• CERAMIC TILE BAR TOP 4'SPLASH I BAR TOP 4'SPLASH OPT. TO 6'10' o � O p LAY. 4-SPLASH LAY. LAY%-/ ,•SPLASH c:) o �JTPHI w 30'RANGE 39'REFRIG.SPACE DISHWASHER DBL SINK M �� Ln N KITCHEN ELEVATION KITCHEN ELEVATION MASTER BATH ELEVATION BATH 2 ELEVATION o m c D D D p ma- W z F NOTE: 10'HARDIBACKER IS REQUIRED 2d'ABOVE GARDEN TUB DECKS AND ON TUB FACE [� ? 1"2T-ARDIBACKER IS REQUIRED TO THE CEILING FOR ALL SHOWER AND SHOWERTUBS. �r Z ✓r C 3y 6', 2'-5" 6' _ '' PLANT 1 211 1-1i2'6 1Y COUNTER PLANT SHELF N,PLASTIC LAMINATE rV r PLASTIC LAMINATE 4' x BACKSPlA5H m I RECESS CENTER SUPPORTS ` /f M CO N 7 —+?2" — �i OR1^NALL L&DETTOET .x $'-G" aY AFF.E. 3' STUDS BASE 2X 6 D P.T BTM Q FINISHED PLT' >• 3 FLOOR 3 TYPICAL BAR SECTION 3 d 6'2' 2 D SCALE.N.T.S. Lu ct ARCH ELEVATION NICHE DETAIL D .� INTERIOR ELEVATIONS o SCALE < 11 x 17: 3/1611 = 1'-0" 24 x 36: 3/8" = 1'-0" 0 a 3 � O D ry O t0 O N n CR p. Q ISSUE HISTORY : z o NO. DATE VAR D BYN" DESCRIPTION APPVD St. O Zi Z 10,03;05 4.0 2004 FBC JPDATE MC 0_ W O a J 1025,06 5.0 TN VERSION 5.0 CREATED 2.b . NOTE: SHEET ,2 1005,06 55-W TN VERSION5D.WCR£ATEDFROM5° MC CABINET ELEVATIONS ARE INTENDED TO ILLUSTRATE LOCATIONS OT 30,0, 50-6.0W T'N WHETSTQNE;S£IPANS MERGED SN OF DOORS, DRAWERS, KNEE SPACES, FIXTURES, ETC. REFER TO 06:22°, 6,-6,W W 4RCHRcCT°RAL ENGINEERING PRAT SN SELECTION SHEETS FOR SPECIFIC INFORMATION ABOUT CABINET AD1 STYLES, MATERIALS, AND COLOR OPTIONS. 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR to C Tll II r = _____ ft TYP. s" g: i S c�o�9dsC � ENG.ROOFTRUSSES ��°+�° 24'O!C MAX. TOP OF SHELF �3 WALL @8-4. o 12 W h I��i C hl N`L BEDROOM 3 o 9 Lo c m c0 L - - ACV m d � I J _j 99 � z — c I LI GSA BUILDING SECTION"A" SCALE: 11x17:3416'=1-0" 24 x 36:3/8"=1'-0" y N r^J, O^ FOUNDATION SCAB (I./ ry C E ET-HEGHT.:IEFT FF.RE F. } Y OUTL',NE OF CORD mrt = i LBLEA ~ J O F iOTENER LOCATION }1.7 THICK'SR I 3 CONCRETE SLAB SIZED PER UNI'SIZE PER K AC TAT RN SPECIFICATICNS. O l 510114?1 ELEV-HEIGM tZl 4 EACH SIDE 1 + TOP OF SAB 17 TO 2.' F PERSEE 2 W In 25'TO 76' (� PER SEE Wa SCREW'r5/5,+003-0=D NASHER. Z_ GREATER lHAN]6' T'PICAL;'-CCATICN&NUMBER O PER SIDE OR MORE DESIGNED PLAN PER T-.BLE'A'THIS SHEET -� BY ENG THAN STONS A/C PLAN DETAILS WTUNE DF o N p CONS JNrt� 10 0 N 014 SCREW WI/O ETED HASHER. LOCAT,ONBMJMWP PER'-SLE'A J T `• '� z THIS SHEET ! a ISSUE HISTORY •: N RDE �20C TOr' NGINEER &FATIESING, INC. z oRWN 3. AVE 6RIIPA TO L203N F 34 z °NO. DATE VER. SV DESCRIPTION APPVDA F z 1010705 6.0 2004 FBC JPDATE MC CERTIFitA OF AUTHORIZATION# 9298 3I > a 10.25,06 50 OW VERSION 5.0 CREATED MC C 1,7 TWrac F6P NcgE1ESL�Q sae 1025106 SAW rvy VERSION 50'14 CREATED FROM S.C MC ELEVATION 0 C T 0 FCA- tP SHEET Jj 0770,07 5.0-6.0W TW 'NHETSTONE'SEI PLANS MERGED SN Zj 062207 6.1.6.7 W SW 6.1 ARCHITECTURAL'ENGINEERING UPDATE:, SN A/C PAD DETAILL S SCALE-14.00 �4 .JASON BERGE P #, 4003 SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C DISCONNECT 4 12'CLEAR OPTIONAL SERVICE DOOR OF AC• COMPRESSOR LIGHTS SWITCH (J _rt` N O DO 1 OPT. (O M II CCYJP '8 1 LU In OP Q LO EI T.MP cj fNOTES UNL SSOTHERY SE NOT D ''MASTER BAT �_�./ ------ --------- 4� BEDROOM-3 \ BEDROOM-2 nw \ S RWAL WE f 'HEB E.I PARR GE ER OPTS AS SE030RED ROM '-HEC FLOOR \ 3 3 / Yj ` O CENT'.RED 0 @ 0 K HEN ad!F L BA.HRCC,M 3Y A.FF 1 A fl AFi 220V ` OCV m LAUNDRY ROOM 36'AF F. DIRECTIONAL CENTERED FGN F..,N WM. EX-ERIC R'NATERPROCF 12'AFF TR:N FREL+'.< GARAGE GENERAL PURPOSE aV A.F.F ,;.F pr BRED {.q, 220V AiH MASTER SUITE 2 LL TRIM TUfTED ONE DEV'CES TO BE CUT(RED,ETHERS PWSBLE 0 ;,F yy� wO F-- ny 1 LEC-RCAL S TC ES CBE AT A2'LENT RL,NE ABOVE INI EC O1^R- 3 ar / i n i 0O r ` g L I Z 4 E_EC'RICAL LAN 5?T�.NDEL FCC ID PURPO E5 FLY.ALL ACR(SHA__ +�El. GEECAT!!E VA�CiN.A LECTRI AL COfE.',.4TEST HALL w v I W y EO`T ICN BYA ICE\E D ELECTRICAL CON'.RAC CR WI-YO SHALL Eh SPCNSiR_E F R HE'NSP IC4 iO5Z.JG fA.1EL C RICA:.W"RI:G .ID.IUUESSOF,IES. _ BATH-2 /2-CAR GARAGE ; �o 5 MGNE DEl'=CTOR5 5.Tit E I4 T.LLED AS D FECTED BY NAPA)CA RED 5 AOK TEC R "'AL BE IERC'NNEC E., 4O GJ'ABLE OF GP£RAT'NG ON Q ' � Z 6 ARC FAULT RC TAL ES IN ALL BEDROOH5 PER FRCT 0Fr1 ELGCTa1CAL // -- DIRECTIONAL •I TRIM OPT RENCANT • N OPT LIGHTS / //% D,w \ DINING ROOM WP'. / K�TCHENJCAFE � \ CENTERED RRE'NIAE kN cE ERED FOYER / m N ijjj LEGEND: / SMOKE DETECTOR 3 ' Y LIVING ROOM ENTR`T• —- - m OLE SWITCHPOLE SNITCH ALL AY SWITCHn r�Y SWITCHWITCH _ V SP PRENIRE SPEAKER WP : d L1 n -- WALL MOUNTED CE0.1NG FIXTURE • STD OPT. J JV'NCTICN BOX ALL RECESSED LIGHTS HOOONICRCWA,0 LIGHT LIGHT FIXTURE �{ ,1, v SCONCE O THERMOSTAT DIRECTIONAL TRIM y,1= 71�' OBL 2d'=l UDR.F'XT. f �-'�7� N91F^LSER E'�-CTRiWt d 110/VLT D:P OUr_E P�L rbo no cf ee.r d 16 110 VOLT SPLIT SWITCHED GVTLET PANEL •L d 110 VOLT ARC FAULT OUTLET o ',NTERCOM SYS'BM y yy GROUND FAULT INTERRUPT _ GARAGE DOOR PUSH BUTTON JAL ° t--• JySWP WEATHER PROOF GUI OUTLET DBL 18 FLUOR-F'J(T o 11 x 17:118 =1'-0 -- .� _ -' ,••• !,, VY 220 VOLT OUTLET W'GIFF'JSEA. ' Z -BULB WALL MOUNTED,ACHY PER SPEC 24 x 36'1/4 _1'-0' .`a SPECIAL SERVICES OUTLET O DBL BR FLOOR.FIXT. d TV OUTLET 2-BULB WALL MOUNTED LIGHT PER SPEC TELEPHONE CUTLET SINGLE HE FLUOR=1XT {� RECESSED LIGHTING 2-BULB MALL MOUNTED LIGHT PER SPEC BATH FAN W MOISTURE RESISTANT IW RECESSED LIGHTING BATH FAN WI LIGHT EYEBALL TYPE '5' RECESSED LGH7HG c0 j O UO MINV.TURE RECESSED ELEC.METER p ry LIGHT FIXTURE TSP OF TOPOF ° 2Oo '- p MASONRY MASONRY 'OF OF O O MASONRY n JE � %_ : � . ® m= , ®_ °�T ISSUE HISTORY I NO. DATE VER. D 6W N' DESCRWTKJN APPVD j o ® 1 - Q � "'Ii R Z O 0 0� Zz L z 10,03,05 40 2004 FBC JPDATE MC - J wLL H----------- -' -- _ q u I� J W Q cr a > o a Qj 102506 5.0 TN VERSION 5.0 CREATED MC 10206 501N TN AERS1ONSOVICREAEDFROMSO MC _AR i _ PARTIAL ELEV 'B' PARTIAL ELEV'C' SHEET 0730,07 5.0-6 SW TN `NHETSTONESEI PLANS MERGED UN SCALE. SCALE � 0O DD ED 61-AIM TN 6.1 ARCHITECTURAL,ENGINEERING UPDATE` t 1:MI 1.8'•t'0' ^t I7.t18'.t'-O' t 1:I7 118'+1'0' El SN 24x16:1.1'=t'�p' .d•36:L4'e 1'�P 2a�M:i.d'=t'0' SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C (NOTE.SEE SELECTIONS FOR SPECIFIC FLOORING (VINYL OR TILE)DESIGNATED BY THIS SYMBOL(WHEREVER SHOWN). 02) ------------- .-. 4• d I;COMP '6 W M '2 ' 4) @El ch MASTER BATH /I lv BE BEDROOM-2 L CSE?EThO OJ CARPETED CV m d '2) (11) O l t W HALL 1 ( ; MASTER SUITE', CARPETED BATH-2 2-USEGARAGE (16) ( ___-2) CONE.FLOOR. (411 /uJ- � ........... O °VS LIVING ROOM -1 m CARPETED DINING ROOM ,RITCHE WCAFE CARPETED (1,(J01 122) {, m FOYER .. 1.61 ENTRY 0 BROOM F U IN. CONC.FIR. /� lam/ 7 SCALE: � 11 x 17:1/8'=1'-0' 24 x 36:1/4'=1'-0' .r. US IS N H- g a TO z o O O LL O � IQ 16 O F- N J Q ISSUE HISTORY : j 0 NO. DATE VER, D BYN' DESCRIPTION APPVD Z 2 w Dw Q F 10,03,05 4.0 2004 FBC JPDATE MC L W l O CL 10,2506 5.0 TW VERSION 5.0 CREATED MC 10,25,06 5.0.W ?`N VERSION 5.0-'N CREATED FROM SC MC SHEET 0730,07 SA-6 DW T'N WHETSTONE/SEI PLANS MERGED SN 08.2207 61-4.1W IN 61 ARCHITECTI;RPL ENGINEERING UPDATE.` 5.N F1 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C TO COMP 'fl LEI c) ——— �———— 1 i^ N ____________ n r IMASTER BATH � r x r cLc.MT p [ Jl11J VENT AIR GRILLE C") !LJ (VENT TD ATTICI U7 V C MECHANICAL LEGEND _ BEDROOM-3 BEDROOM-2 J R JUUPE W R O (`_....I LJ MASTER QN AIR HANDLER fl SUITE BATH 2 J. R 2-CAR GARAGE x z FR F FILTERED RETURN u. R VRI AIR- CEILING T ..I -------------- � FILTERED RETURN - m AIR -WALL -KITCHEN II DINING FAMILY LIVING m 1 ROOM PATIO — FOYER ENTRY 1 m CU PASSIVE RETURN AIR JUMPER � I � ° � a 0- AIR SUPPLY } uJ CL' THERMOSTAT ~ 3 FRESH AIR VENT 0 BATH FAN z w o � o SCALE 11 x 17:1!8 =1'-0" t° 24 x 36:114'=1'-0" a ISSUE HISTORY : I O Z , o NO. DATE FOR. D BV N' DESCRIPTION APPVD z W 10,03,05 4 0 2004 FSC UPDATE MC d > O d 102506 50 TW VERSION 5.0 CREATED MC 10,25;06 5.0-W TW VERSION 5/5-A CREATED FROM 5.0 MC SHEET Q3 0730,07 5.0-6.OW TW 'NHETSTONE/SEI PLANS MERGED SN 0822.'07 6.7.6 1W TW 6.1 ARCHI'ECTVRAL 1 ENGINEERING UPDATE: SN M 1 -SEE PLANS OAT,IBASE LIST FOR DETAILED DESCRIPTION OF CHANGES r -Zo C LINE OF OPTIONAL LINE OF OPTIONAL g GARDEN TUB GARDEN TUB 33/2SH 33/2SH SgfyS ;° HD 6'-8" HD@6'-8" BEDROOM 3 a BEDROOM 3 q �ffp w m�ff'H MSTR. MSTR. _ NcI BATH �nI BATH �' o a M roo 18'TB a mXo 18'TB a o TB w U- ; M.C TB W M 26 PKT =n 10 26 PKT 7 0tTh 14-0" 2'4 I 5" 14'-0" 2'-4" 2'-5" > AF w AF ❑ Q No MASTER SUITE 0, �o MASTER SUITE 13'X 13' 13'X 13' V C Clg.@ Vol. AF Cig.@ Vol. g2 CA m D_ FAN i-SHELF - FAN 1-SHELF " i ` -----------' REWIRE REWIRE O w PLANT SHELF p PER STD.PLAN. o PER STD.PLAN. SEE SHEET A2) (SEE SHEET A2) ® WALL NICHE IN 6'WALL: ®' 2"RECESS:SILL @ 42" 2'RECESS SILL @ 4ZLL: ARCH TOP @ T-8"AFF. ARCH TOP @ T-8'AFF. 19 o _ , SEE 1!001. SEE 1/001. f' I KITCHEN 1 - J REFER TO SHEETS A2& El KITCHEN - I REFER TO SHEETS A2& El C FOR BALANCE OF PLAN & II I I FOR BALANCE OF PLAN & X INFORMATION NOT SHOWN. I INFORMATION NOT SHOWN. MASTER SUITE/ALT. ENTRY& kK.i1 CLOSET OPTION MASTER SUITE/ALT. ENTRY& LK- CLOSET OPTION H w/ DIANI -CHECK BOX IF THIS OPTION HECK BOX IF THIS OPTION 0 I kPPLIES TO THE PLAN. PPLIES TO THE PLAN. 3 0 3 ' of m o rN 0 ISSUE HISTORY : o z o NO. DATE OCR. DBYN' DESCRIPTION APPVD 10/0205 4.0 2004 FBC UPDATE MC > ~ z a > o a �1 10/25,06 50 OW VERSION 5.0 CREATED MC 12\ 1025,06 5.0-W TW VERSION 5.0!N CREATED FROM S.C MC SHEET Q 0730107 50-60W TN 'NHETSTONESEI PLANS MERGED SN 08/22:07 g1.6.1`N T'N 6 1 AACHf'cGTURAL ENGINEERING UPDATE` SN O V ■ 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR Lot 2 Block 1 I. GENERAL: III. MASONRY: V. WIND LOAD NOTES: y N � 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 1.2 DESIGN LOADS: (CURRENT). 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) c 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 d a, BOLL = 10 PSF TYPE M OR S. 5.5 WIND EXPOSURE CATEGORY = C c `� BCDL = 10 PSF 5.6 INTERNAL PRESSURE COEFFICIENTS (GCp) = 0.18 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS 5.7 EXPOSURE CATEGORY = ENCLOSED 1.3 ANCHORAGES SHALL BE HOT-DIPPED GALVANIZED, AFTER FABRICATION CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). a" PER ASTM A 90. 5.8 ROOF DEAD LOAD: 3,4 GROUT SHALL CONFORM TO ASTM C 476. (USED TO CALCULATE UPLIFT RESISTANCE) = 1 1.8 PSF r��z 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER VENDOR-PROVIDED EXTER!OR CLADDING SHALL COMPLY WITH THE FRC 2004 !NCLJDWG 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): w 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/-MMA/NW rWDA 101/IS2 STANDARD & BEAR AN AMMA F-'1 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL OR WDMA LABEL IDENTIFY N THE MANUFACTURER, PERFORMANCE 5.1 1 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES !N ACCORDANCE ,';'T_H FRC w c� CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. CONFORM TO ATM A 615 GRADE 40 (MIN.), 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"x 1-1/2" HEX-HEAD LAG BOLTS FULLY SEATED IN PT 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL FOUN'DAT'IONS: 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 Q� w/ 1/2"0 ANCHOR BOLTS w; 2"a WASHERS © 18" O.C (5 MIN. PER SIDE). ANCHOR BOLTS Sl-AL'_ BE CST IN PLACE 21 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO H CI 301 5.16 EXTERIOR SHEATHING: FASTEN 15/32 WINDSTORM SHEATHING TO FRAM NC AITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TCP AND BOTTOM PLATES, 6" 0 ALONG PANEL U) 1.8 MUU_ONS .AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE 302 (CURRENT;I, GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FRC',1 THE TESTED OR ENGINEERED TO TRANSFER 1.5 T11AES 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 15/32 WINDSTORM Q ri 2.2 CONCRETE SUPPLIER SHALE_ PROVIDE A MIX RESULTiN;, N A M!NIMU",+. SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE T,Oa AND CCMPgFSSI`,'E STRENGTH AT 28 DAYS f =2,500 PSI AS MEASIREC BY BOTTOM PLATES, 3" O.C. ALONG PANE)_ EDGES 12 C C ALONG INTERh1FD'A'E SLPO o TEST:N, CYLINDRICA..L SPEC HENS PER ASTM 0-39. PROVIDE 2x4 BLOCKING EDGEWISE .ALCM HORIZONTAL PANEL JOINTS. H APAAI__ ENDS SHALL WOOD FRAMING: BE DOUBLE STUDS FASTENED TO BOTTOM PATE 'WITH ONE (1) SIMPSON LTT2O TFNSICN `E 2 5 SLB-CRALL SHAD_ BE FREE uF AI_I_ TATI'JN A iD .?0A,NI C IY Z Y4,TF� KITH A 1/2 EPDXY SET ANCHOR BOLT ,WITH A MANUFACTURER PULL O T CF�CITY O= 1 L 4.1 TRLSSES SH SE ESICNEC PER RC 2004 AND TPI SPECIFICATIONS POUNDS (MN FASTEN TENSION TIE TO OCUB'_E STUUDS WITH 10-16d NAILS AND CERTIFIED BY RCFESSIONAI ENGINEER REGISTERED IN THE STATE OF " r F,,ESS (INTERNAL 2.4 M NiYuY FOOTING COVER SHALL BE 12 BELO,V FINISHED GRADE •.--� O FLORIDA BR N PE BY THE TRUSS MANUFACTURER TO 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDIC I'_AR TO FP. M:NO THE TRUSS SYSTEM ,%''THOIJT FASTENING INSTRUCTIONS SHALL BE FASTENED 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHAD_ BE PRC`d'DED AS A ',WITH 8d NAILS OR 0.131 P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. LONG F-NFL EUCOS WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS — VAPOR B-RR FR LENDER THE SLAB AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 8" O.C. ALONG STIFFENERS 'LE.: AND 'T' BRACING) AND 3-16d NAILS TOE-NAI!_ED AT E O BEARN'G CONNECTIONS. 2.6 5''B-GRACE SHAL!_ BE MOST DURING CONCRETE PLACEMENT 5 19 ROOF DIAPHRAGM: FASTEN 7/16 APA RATED SHEATHING PERT'ENDIC!JL>P TO FR-.H ,"KITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BCLNOARY ,._C'Al 4" 4.2 TRUSSES SH '_L BE R0-CD CCOR4NCE WITH THE TRUSS PLATE 2 CONTRA SCE SHALL ENSURE THAT CONCRETE CO'M'ER TO FEBR IN THE= IS 6O.C. ALONG I SUPPORTS 1'. 4 8ALONG PANEL EDGE INTERMED�TE UPPOR S. PRU.'DE 2 x B OK G NSTITUTES (TPI! BSC 1-03. SLAB IS IN A,CORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS. 4.3 ALL STRUCTLRA'_ LJI`.!BER SHALL BE SOUTHERN YELLOW PINE (SYP) I CONCRETE CAST AGAINST EARTH = 3" COVER M NIMUM U.C.N. 2.9 A CUTTING SHALL BE IN ACCORDANCE WITH ACI 302 (CIJRRENT) SAW CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM REVIEWED FOR COMPLIANCE dW'ITH THE 4 4 ALL LOAD BT P NG R0-MC ^LI LS SHALL BE STUD GRADE SP (MIN), F_NOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. WIND LOAD PROJ:SICNS CF THE 2004 ST C SPACING C H UBi_E TOP PLATE TOP PLATE JOINTS FLCRDA RES'nET � E R G &TESTiI INC. S ^OENTON FL �� 05 & ,.r S TIP 11.h T1¢IC�t O 'H(3R1, T10N Rona 4 5 ALL NON—L T' BE ING FRAME -''L_S SHALL BE STUD GRADE SPF ALL OTHER DE ION E E1.4=NTS S A�L B SHEET N0. (r�IN) STUD SPACING HE RESPONSI�IEITY F THtCb�h9 // z' L. JASON BERCER. P!JASON HE# 6 3 SA PE# 64003 SVR Lot 2 Block 1 8" C.M.U. 2x4 SPF STUDS OO FINISHINSULATION �., PER ELEV. 25' LAP MIN - O.C. N - 1 n5 DOWEL 1/2" YPSJ�a h BOARD EXPANSION JOINT TYPICAL 3-1 2° „ FINISH FLOOR � 3 1 2" (1) #5 BAR CONT. CONIC. SLAB 3-1/2" STEP > CONIC. SLAB FINISH GRADE �iN 3 1/2" CONIC. SLAB 1�iN 3_1/2. b o I '� CONIC. SLAB [ FINISH GRADE CONT. R„ 42 t 2 #5 BARS COW. 2 #5 BARS CONT. EXTERIOR MASONRY WALL FTG THICKENED SLAB EDGE THICKENED SLAB @ GAR. (NON-BRG.) ( EXTERIOR DOOR SILL �-S- SCALE: N.TS. \. y SCALE N.T.S '\ j/' SCALE: N.T.S. SCALE: N.TS. VERTICAL WALL REINFORCEMENT (1) #5 DOWEL PLACED TO _ 25" LAP MIN. MATCH VERTICAL WALL V 1 #5 DOWEL REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB n/ SPLICE = 25" MIN. ) FIBERMESH (Cc = 2,500 psi (YIN.)) w 14-1/2'' FINISHED FLR. 8•' C.M.U. 3 1/2" CONIC. SLAB 12 CONIC. SLAB FINISH PER. ELEV DRIVEWAY o 1 �, - Q W II�ItB I �irF ILJ11�1 I� C FINISH GRADE _J IIt=II��I 8"x16" ON„RETE FOOTING `r w illy II-III-11r W/ (2) #5 BARS CONT. Q w 1t-111= (mil (f'c=2,500 PSI (MAN.)) =� 24"x24"x 16" FTG W EXPANSION JOINT 1111 III_ w/ /3) #5 BARS il�i 11F 1 8° CC EW. Z � 1IIII MIL=1II I O -4" 2 tt� BARS CONT P111 . 111� �11-1 ' - CLEAN COMPACTED, TERMITE 2'-0" NOTES: TREATED STRUCTURAL FILL a E GARAGE DOOR RECESS FREE of ALL DEBRIS 1. POUT CFI-LS SOLD BELOWFINISHED FLOOR. MASONRY COLUMN FOOTING SCALE: N T S. 2 FOUND T'ON DOWELS NOT LAP SPLICED w/ VERTICAL WALL " 2/ SCALE: N.T.S. REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELE✓ATIGN 3 'W OPTIONAL STEM WALL FOOTING R 112"0 x 8" ANCHOR BOLT 0o 2x4 SPF STLUDS F 0� @ 16 O.C. I.,,' 74 SCALE: N.T.S. 2x4 P &, 2 AASHER @ 18' O.C. � �-� 25 LAP MN 16 CC • � 1/2" GYPSUM BOARD SIMPSON TITEN HD FINISH PER ELEV NSJLATION �� NCHC' S 18' 0. 3 1/2" STEP �� 3-1/2" CONIC SLAB �I A COLD JOINT � •1 ____j 2 1r „R�#5 B � NT G, 2 BAS CONT. �- #5 1' 4" �#5 R ,2) BARS CONT. ( FOOTING @ INTERIOR BEARING �I�, MASONRY WALL FOOTING @ PATIO c c TON F NG r, . THICKENED SLAB @ ( �4gXdrAF§§i l G&TE TI 34 0° -L SCALE: N.T.S. J-C S'CE' N-S. �` '$ ' SCALE: N T.S CERTIFICATE OF AUTHORS �N # 2 8 SHEET NO. REVIP'ti'ED FOR C YPL:ANCE 'WITH THE WIND 7AD PROVISIONS CF THE OCT %$ 2004 FI O,R C HEST VLAL CODE (FRC) & FLORIDA BUILDING CODE ;FBC) L. .JASON BERGER, P.E. DATE S-2 (w/ 05 & 06 SL PL P^EVTSI & ASCE 7-02. ALL OTHER DESIGN PE# 64003 ELEMENTS SHALL BE THE RESPCNSIB'LITY CF THE CONTRACTOR. L.JASON E' ER PE# 640C SVR Lot 2 Block 1 00 M REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE w M ROOF DIAPHRAGM NAILING SPECIFICATIONS. 2x SYP 'L' BRACINGS © 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, 2X6 SPF w/ (2) ROWS OF 12d EXTERIOR EXTERIOR M o LOCATION, AND ATTACHMENT FINISH 1 NAILS @ 12" STAGGERED (EACH ai ROW) 5 VERT. WALL REINF. H N. 1 1'2" J-BOLTS w� j- UT 2X_ BLOCKING (LADDER FRAMING OR GRO CELLS SOUR 2°ax1/8" WASHER SPACED n PACKOUT) © 32" O.C. @ 18" O.C. FASTEN w/ (2) 1 2d NAILS 5 PEP SIDE MIN ) MI TOE-NAILED PER CONNECTION @• 2x4 SPF (MIN) BLOCKING (EDGEWISE) n 4B" O.C. TOP o- & BOTTOM FIRST FOUR (4 FRAMING BAYS (N. Q GABLE ENDSFASTEN TO TOP H EN GARAGE DOOR chi,FASTEN 7/16" APA RATED SHEATHING �Fw, & BOTTOM CHORDS w/ 3-1 6d NAILS (TOENAILED) EACD TO GABLE END FRAMING w/ Sd NAILS 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG ly INTERMEDIATE SUPPORTS LLI ' W 2x8 P.T. #2 SYP JAMB e" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN SPECS. N`ERIOR PER MANUF. ATTACH GABLE TRUSS TO PLATE 'WITH 1 Ed @ 4" O.C. 2x4 #2 SYP NAILED TO BLOCKING w/ 16dJ STAGGERED /2° S.F. GYPSUM BOARD GAR. DOOR TO BLOCK ATTACHMENT DETAIL NAILS 6° O.C. FOR GABLES OVER 24 LONG PLACE SHEATHING FLUSH - / SCALE. N.T.S. DRYWALL SCREWS @ 12" o.c. (2) 2x6 PT, SILL PLATE WITH 1/2"0x12" wl MASONRY @CLG. & 16" oc. ® WALLS "J° BOLTS 11 24" O.C. MAX C w GABLE END DETAIL SCALE: N.T.S I v Z F FN, RL F F HNG / 8d NAILS W @ E Cb 2" IN, FIELD & f a S NN _U a S MPSOV MTS 16 0-- TO TRUSS BE_ rti- 2x6 SYP SLEEPEP r� ' (z 1 �`, NAILS @ EA ROSS RAFTER A. REVIEWED FOR COMPLIANCE WITH THE END. TPCSS W ND LOAD PRO,.ISIONS CE THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC (w/ 05 & 06 SUPPLIMEr iTI ET& &TEST G, END ALL OTHER DESIGN E2EI 1ETcTA 'LL3q,MNT )(FI 3 203 T--E RESP.NS'BILITY CRT�F4CAfE/T;' y/, T'OI 6 9298 SHEET NO. / , VALLEY-SET ATTACHMENT DETAIL O ALE N T.S L. JASON BERGER, P.E. D • S'3 PE ' 64003 L.JASO RGER PE# 6 3 SVR Lot 2 Block 1 00 ENG ROOF TRUSSES #5 BAR w/ 25 (MIN.) ROOF SHINGLES �- 24 0 . LAP SPLICE (GROUT CELL - TRUSS ANCHOR SOLID) SEE FLOOR PLAN _ _ _ _ 2 SEE ROOF FRAMING PLAN FOR REINFORCED CELL T > R-19 (MIN.) FIBERGLASS INSULATION. LOCATIONS SEE NOTES 5.18 o o & 5.19 (SHEET S-1) FOR ROOF NAILING5SPECIFICATIONS SE (M/.) DOSIN �- N INSULATION BAFFLE EPDXY-SET w/ S!MPSON ( -1 A. SET EPDXY (OR EQUAL) • A/ 6" LAN EMBEDMENT �- T-J MASONRY wALL EXISTING 1/2" GYPSUM BOARD DRILL 3/4"0x6' DEEP CONCRETE (MIN.) HOLE INTO EXISTING FOOTING �E� 1 0" FOOTING MAINTAIN (MIN.) L_ __ _ z EDGE DISTANCE MAX, K.0 BLOCK BOND BEAM POUR S SOLID W/ 1 — #5 BAR CONT. • EACH MIN. LAP =25' 1--�-1 FILL 4/ 3000 psi CONCRETE. NOTE - DUST CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE #5 BAR VERT. '�NALL REINFORCEMENT BRUSH UCOMPRESSED BE ORE EPDXY IS INS NYLON BOTTLE INSTALLED. SPACED PER FOUNDATION PLAN EMBED 4C1 STANDARD HOOK 6" IN C/) BOND BEAM. GROUT CELLS SOLID �C� RETROFIT DOWEL DETAIL S STUCCO F NISH ALES N T S. APPLIED PER ASTM C 926 W Z RIDGE 'DENT. FASTEN TO ROOF PER UIPR S 5 LAN. '_r-�.P �CF !NS 'LLATI9N IN 'R!.IG,TI�NS L yEE �NO.EFOR �{, ,' H po:T NC FELL V o 11 9 0 I / � U 2 X 4 SPF / 71/16" OSB ROOF SHEATHING • 8' x 8" x 16° CMU Y N) BLOCKING F1HER,3 SS ROOF 50`H SDES SHINGLES PROVIDE INSPECTION OF 'VENT HO_E Ca EACH DOwtiNPOL'R �3 1/2" 2500 PSI CONC SLAB gin% FIBER MESH ON 6 MIL APPROX, 'GRACE V.B. LAPPED AND TAPED '2" MIN CC 'ER OP CHORD CF ENG PR`�VIDE . 1 2» TYD CLEAR RCD TRUSSES (TYPI Tarr n 1 iiT��»i i1=���=1Tr iii SLOT =111T1571119It �° III-1I� f X111 1II=III=I II�I1=�l--i VENT MFR'S INSTRUGT!CNSI III-1IEI 1a11_lIL-I II�I� tL=LEAN CuMPAC �D �RE,4TED� III-! �I�11FA11 II III III-IIFILL GNCFR SLAB REVE'�'ED FOR CPLIANCF tiI�H HE 1=1_-I 1JIElIla . . lialIIIImIIE�_� -,,� ND LOAD PROVCMISIONS OF THE 2004 SEE FOUNDAr!3!N c",`N FCIR c� HI I�II�I1=111�11�11—IIHIEIII�I{—IIC�ll3 �I{�1lJ ll_I1 X11 S �E� II I-1a1=111 !„�,�,.�,.�r, 11 lh_-14—II_ �It� FLORIDA RESIDENTIAL COLE (FRG) & ul_u�u�Il�n�il�i�u-111�1r—�i�l r_t12 #s eARs coNT 1_ (B� RIDGE VENT DETAIL II-iIEIIEJII�II-III-111=IIEIII�IlaI 1� 1.1 ,11=I1-nc _ORIDA BL LDING CO E �� �GINEERING&TE TING. 1 . III�il�ll-III-IIC-IIHII ��/ SCALE: N T S c 5 & 06 SUPPLIMFN 0 f A cE�A i�F, ON 1 3420 SHEET NO. AL_ OTHER D'ES!CN E �'' R T 9298 RESPONSIBILITY o 6/ TYPICAL WALL SECTION THE RES � � coNT� 2 ?008 S-q. SCALE N.T.S. JASON BERGER, P.E. ' .AT PLY 64003 ,� Sr BERGER PEI E 003 SVR-tot-2-B1Gc _= ONOT USED f r DOUBLE SILL PLATE. SEE DE'AIL THIS SHEE B B B B SIMPSON HETAL2C, (TYPICAL OF MASONRY CONNECTION) o0 ® SIMPSON H3 W/ (8) 8d NAILS � �N DENOTES CABLE END DIAPHRAGM SEE NYE 519 SHEET S-1 FOR NAILING PATTERNS r a- a w o NOTE CONTRACTOR SHALL REFER TO THE FINAL TPI SS FNCINEER'NG FaCx AGF FOR iL CONSTRUCTION THERE ARE NO UPLIFTS GREATER `HAN 1700 LBS HEPE ARE NO R'E AC T!Ou'S GREATER '-SAN 5000 LBS it I � � I I OD O � I b I j 3 Z I I C ! f I' A--ACH GABLE TRUSS F C� PLATE `�,ITH 16d a II I ' f G OC ST�G�ERED o P�_ACE SH ATH N� F ! H 2x� P.T. ,,ILL LATE E I � _�S , ' MASENRY 3 'W'ITH 1/�" x12° � I ��'J" BC TS 3 z4" D C rax WHETSTONE ENGINEERING &TESTING. INC 2004 53rd AVE E BRADENTON 34203 DOUBLE SILL PLA TE ` Tr c LUTHO , °N 9298 SHEET NO. L.JAS0I F R PE# 64003 _ 1/ S 5A SVR Lot 2 Block 1 = O ^' CIS M y > O .-. Q Cz. M O SEE NOTES FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS o o FASTEN VERTICAL 2 x 4 MEMBER 2 X 6 SYP 'L' BRACES © 48" O.C. TO SCISSOR TRUSS w / (3) 16d FASTEN TO GABLE END STU NO SHEATHING JOINT HERE NAILS PER CONNECTION. w/ 1 Cd NAILS © 8" 0/C'N " ' " 1 ' a ;;;:; SUB-FASCIA Fw., BLOCKING .C. w 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 TO GABLE END FRAMING w (TOENAIL EACH END � / 8d NAILS @ 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS cn� CEILING a" 3-COAT STUCCO FINISH. RIDGE APPLIED PER ASTM C 926 2 x 4 SYP BRACE NAILED TO BLOCKING w/ 16d Q S;MPSCN 12" TWIST STRAP NAILS © 6" O.C. FOR GAB! ES OVER 24-FT INTERIOR HIP VAULT: TYP (4) FRAMING BAYS 0 6:12 SLOPE CENTER AND 3:12 SLOPE SIDES FASTEN BLOCKING TO TRUSS USING J Z SiMPSON MTS12 wv / (14) 10d NAILS UJ 1/2" S.R. GYPSUM BC,TRD 0 w/ 5d COOLER NAILS © T' C.C. ATTACH GABLE TRUSS TO 2 x 4 p'2 SYP TYP. PLATE w/ 16d © 4" Z o O.C STAGGERED 0 PLACE SHEATHING FesJ A FLUSH N/ MASONRY • '—�I > a (2) 2x6 PT SI_L PLATE U BOLTS 2 D.C. MAX REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BuLDING coDE (FBC) (w/ GABLE-END DETAIL @ HIP VAULT TESTIN S-0 SCALE: N.T.S. ALL OTHER DESIGN THE RESPCNS!BIu-YC(SATrf{4AT(5MT�,#T' -AT' 98 SHEET NO. o� os L. JASON BERGER, P S-6 PEP DA PEP 64003 L.JASO E` GER PE# 64 C SVR Lot 2 Block 1 M M NO SHEATHING 6 MAX. JOINT HERE 2X6 N� (2) RO'+ti'S OF 12d NAILS 12" STAGGERED (EACH n O \ \ aN 2x6 SPF SUB FASCIA 2X? SPF BLOCKING A 32° O.C. WU �/�" 3-COAT STUCCO FINISH. O H APPLIED PER ASTM C 926 c STUCCO STOP WHEN APPW,CABLE CALL. 'L' FLASHING SET IN ASPHALT SEALANT / W _ / ATTACH EACH PPE-ENG. MONO TRUSS TO FLAT CHORD CF STRUCTURAL GABLE V] . ,/ '3j 12d TOENAILS. ROOF SH'NGLES EE PLAN7SLIBFASCIA O w 2X6 SPF w J s w 0 o z z /1/ p i SEE FLAN FAR S-TBA� 0 � o TRUSS ANCHOR PRE-ENG. GABLE TRUSS 'SEE TRUSS SEE ROOF ENG.) FRAMING PLAN BOSTON HIP FRAMING S 6� SCALE, N.T.S. REVIEWED FOR COMPLIANCE WITH THE W NO LOAD PROVISIONS 0- THE 2004 FLORIDA. RES!DENTiAL CODE (FRC) & FLOR'DA BUILDING FIST � SEE .i &TEST 05 & C6 SUPPI_IME OTHER DESIGN �A A J�77O� F! 9298 SHEET NO. TI-z RESPONSIBILITY �r H N A' f� oc 08 JASON BERGER, P.E. D S-6 J �E# 6400 ' L.JASO RGER PE# 60 3 For Masonry Rough Openings 9OO9OR COMPONENT SYSTEMS - `(5) ��sid Screw.;per al vs 5)St?e s r side ai 17.5 r515cs�bv's par spacing for _.. ncle at 11-5 S'de at 1 z 5 .'smt at i 7 5 rug units speCr e¶oe sMirg`or sac ng fvr (7}Screws per &8 a€'sis 61e Un"s till ant s side at 14' 4'l Dews r (7)Screw$p 71 S4reus pet spacing for side at 14' s?de at 1t' s de at,4'* " - ' 8&0 units sat: for spxmrg f,r s acmo fill un€ts 3:11 amts g;fl antic ~ NP tiµ tYPteF ?}-.--11 r-1 Single door unit Single door unitwith two sidelites unit Double door u Single door unit with one sideliteo (boxed construction) (boxed construction) j a 7 w z 0 o z ii l II liii co Q 7 o • _ O- jd F— $ILICONE APPLICATION MINIMU14 FASTENER COUNT 5 fasteners per vertical framing member and 3 in header for 68 units. 7 fasteners per vertical framing member and 3 in header for 8 units. Apply s;#cane LATCHING HARDWARE ubber seaiatit in Compliance respires that ANSI A156.5 GRADE 2 or better cylindrical and deadboit security thre saa t ia' lock set be installed.Follow assembly iostructiions P0E-AI-X. high x 3;4'vole_ NOTES* SHEET NO. 1. Fasteners recommended for its unit are 3,16'x 2.3,4'Tapcon screws catcurated by the#u-west fastener rating for optimum anchcl positioning. 2 The Tapcon screw ength s desired tot 1-1,4'minimum emfedment into the masonry, 3, Sealant reconrure dad to adhere sill to sub0ocu is 100%cleat sitioone rubber sealant 0X0 units(66')use approx.12 of of silicone,XX units (721 use apprux,16 oz of siSicorie;X units(361 use app ax 6 or.W silicone,0XX triple oni€s(108')use approx_24 oz,of silicone;CXXD quad units(144')use approx.32 oz.of silicone.Silicone rating_FSTM C•420,Ciass 25,Type S,grade Lis.DAP pradtect number 06641. Double door unit with t W o side(I t e s 4, For inuluPalion in,,mnd-barne debts or high-4elocity hurricane zones,add 3 lasterers to sill, ATt Nos 01-43054.01,01.43054.02,and 01,43054 03 IAuh#ixtural Testing,Inc.,York.PA) Stock Buildin Supply Design Pressure Chart 9 Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report # X 6' 8" 3 Opaque +65.0/-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 +47.01-47.0 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 +60.01-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6181.5 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 z O 8' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.8 i 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 X 6' 8" 3' Glazed ODL Smart Frame + 55.0/-60.0 6142.1 z XO or OX 6'8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 c o 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 0 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 E 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 O XX 6' 8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.4 OXXO 6' 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.01-60.0 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 11 OR (24 GAUGE) REV DATE MODELS 1 FOR _ 01 7/2002 NEC. LOADS 'WERE -37 -55.5 DES T: PUSHHUT TESTED 8 GA PA NTED ENO STILES ATTACHED TO DOOR ONE INTERMEDIATE STILE BEt'NE'F,N EACH EMBOSS LOCATION. SKIN WITH PATENTED TOO-L-LOO SYSTEM ATTAC₹}EO w/TOG—t—LOC (TOP & DOT) (TOP. 801TOli & CENTER). AND ORET1Vv E ADF#S,'VE (AlONO CENTER) 18 GA GALV. DOUBLE ENO STILES HORIZONTAL TRACK SUPPORT BY OQYS110NAL t/$'ACRYLIC OR ATTACHED TO TOP M40 BOTTOM RAIL SNAP LATCH ENGAGES—' /14x5/8•SHEET METAL SCREWS DOOR INSTALLER (TO SUIT) (�`A (SEE CTTIION B--B IJTU E tYT7H PATENTED TOO-I.-IOC Si STEM. ONTO A1.TRACK LHR TOP BRACKET DOOR COUNTERBALANCE SYSTEM ONE SNAP LATCH off EACH SIDE OF G 0 E HORIZONTAL f: / / f / INTER. ST1tE-� f O O p 13 GA GALY. STEEL 1140 BRACKET. C OUTSIDE KEYED-/ QO 1/♦'x3/4'SE1F M1L,BLE TRACK `er--VIEW •B' HANDLE .,� STILE 14 C t>3 SCRCNS. 1B GA. 44TERMEDaA HiNC "1 L ROOM OPTION ' VFW • INSIDE HANDLE -� �'--0- TRACK CONFIGURATION ~ OUTSIDE K£YEA�K DOOR s SNAP AT CH K .PTVY1 .L. ____________it•DOOR th'ERL.IP (ERCti SIDE) STOP WOLkOLNG. BY DOOR INSTALLER (TO SUIT} 2•GALV. STEEL TRACK. 25 B 82 TOO POINT LOCIONG ENO /� DOLT 16 GA. GALY. STEEL PAINTED END STILE '1,• TRACK TH1C1U'NES5: .083" INTO TRACK / LOCK E.^7GAGES 28 YELLOW PINE JAMS STILE INTO VERTIGO 8 GA GAUV. STEEL DOUBLE END STILE TRACK ONE - 20 GA GALY. STEEL INTER. STILE- `. _ LOCK ON TOP. 2-1/2x12 GA GALY. EACH SIDE 12 GA. GALY. STEEL TRACK STEM TRACK BRACKETS. �LOCATION OF OF DOOR. BRACKETS FASTENED TO WOOD JAMS-/ °d DISiA"4CE BETWEEN BRACKETS OPTptIAt VENT A 0P71O;WSI OUTSIDE KEYED LOCK POSTTKkt 3RrVC1�.T USED FOR & SIJOE DOLT WIN S/i 8'x1-5/$' LAG SC2E`hS —n { NOT TO EXCEED 1 4' O.C. iil��--` MAIL DOOR AWOTA . 18'-2" NOT TO EXCEED 14 O.C. — �a (6 TOTAL BRITS PER SIDE BOTTOM DOUBLE L40 STXE. INS Et_FVRTKIh'S LNO 17/16' NUT OR PUSRNUT FOR DOORS UP TO 7'0' N€GH). a1STALLED ON ROLLER SHN(7 TOTAL BRITS PER SIDE INTER. StI E FOR UNRESTRICTED OPERATION FOR DOORS UP TO 8'0' NIGH). STILE 2'CALV. STEEL TRACK FASTENED TO L 14 CA. CALM. STEEL ROLLER NI? DOERS UP TO 7' �`HGH CONSIST OF 4} SEC710N4 ((SHOWN). 12 CA. CALM. STEEL TRACK BPACKEm FASTENED TO END STILES EACH W 4) t$GA GAL Y. STEEL CENTER NI .E; DOUBLE TRACK DOORS OVER 7'-0 HIGH CONSIST or (5S SECTIONS QiOT SkiC'WN}. TRACK ATTACHED TO EACH BRACKET SHEET METAL SCREWS F TO NTE:R. STIES W LO'W HEADROOM IS T 2) 1f♦•SELF TAPPCK3 SCREWS PER 14x $'SHEET METAL /`(` HANDLE WITH ONE 1 a HINGE �O SCREUItS. LOW H LE AS AN OPTION .LfQIE.1: THE DESKIN OF THE SUPPORTETIG STR4ICTURAL ELEMENTS OR TOO Si 8'BOt7 8; NUT RECORD BE THE RE`.,PO'tSIDAJTY OF THE PROFESSIONAL OF /4' C&A. RIVETS 2'DiA. LONG STEM. 10 FALL STEEL ROLLER. RECORD FOR THE BU ECITIG OR STRUCTURE AND IN ACCORDANCE LOCK BAR WITH CURRENT J LDINO CODES FOR THE LOADS LISTED ON ENGAGES IN ,}R}d8 OONFTC.URATKNN THIS DRAWING. TRACK ON i'REPARATKrN OF a4 BY OTT+ET7� bUUE KF1'1�S 1!K'K EACH SOE SE0110N C—C UO FRONT FRANC WITH U.v, LOCK BAR LOCK'*K OF DOOR. HORIZONTAL (TOP) OR) OCATING ON OUTSIDE SURFACE JAMB TO SUPPORTING STRUCTURE ATTACHMENT (No LOAD FROM DOOR) THE LOAD FROM HE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK O o OSS GLASS OR 1y 1Q � TO THE 2x8 VERTICAL.YELLOW PINE (GRADE /2 OR BETTER) JAMBS NO LOAD FROM THE DOOR Z IS TRANSFERRED TO THE HORIZONTAL(TOP IAMB. MOLDED INSIDE J 1/8'ACRYLIC g' �,'2 g g 2) ALL JAMB FASTENERS WY BE (BUR NOT REQUIRED)O0UNTFRSUNK To PROYIOE A FLUSH MOUNTING SURFACC O w LITE RETAINER iex3'4' PAN READ SCREW FASTENER 2'THICK do SCREWS PER OTT) WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SCUD BY NOT LESS T1iAN (31 2x4(UP TO 914 8 k) J z TM XlAt.fy.AA:iO :N!N ON TF1eS i11i>;tn'NZ t+EE15 1t OR (3) 2x8 (UP TO 1$'2'Wx8'H) PRESSURE TREATED GRACE/2 OR BETTER WdOb STUDS or A STRE",'S` t Q a M1t+D Ur1D ALart+FNErt15 OF 1wE Ftcit2u 9U0.fFx0 cOpfc GP NOT LESS THAN 1200 P51 NOMI1tAL EXTREME FIBER STRESS IN BENDING F AiAX. O.C. MIN. No. S'EL7 1&4..1.1)L>trt4�� Ads kN` ( •I• RSR S'R.'0 WALLS TO BE CRYFk'•�OIiS FROM FOOTING TO TIE BEAMS. I N N .16ta1.4 aF TIC Fw§CA�aaws cow BLOCK WALL OR CONCRETE PER �y L SECT a-A (SroF wewtFASTENERS 12 GA GALY. STEEL TOP R t BRACKET. 2x8 '8000 JAMB S MEL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. EACH BRACKET ATTACHED W1t4) /14x5 $' BLOCK WALL CELLS %DLL BE FILLED WITH CONCRETE AND REINFORCED`NRH R£DNFORCING EARS EXTENDING 2x8 VERTICAL JAMB 3O SHEET METAL SCREWS, ADJUST, ATTACHED • INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS O z TO TOP BRACKET WITH (z) 1/4'x1/2' BOLTS A"ID TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COILLANS 70 BE NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. O 2-1/z' 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 0 SHIP NAP JQLYTS —) -S/8' (TOP.) NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS C DOORS UP TO i s 2H 3 ♦ TALI -CtWNNEy 16 GA GRIM. STEEL kmVUM a WIN. No. OF 014 CENTER FASTENERS DISTANCE STEEL BUILDING TYPE FASTENER TYPE PER VERTICAL BETWEEN 'WASHERS A GA HINGE ROLLER TO E. JAMB FASTENERS REQUIRED? EAOH HINGE FASTENED TO EEO 1 -S A307 GRADE A STILES W/(4) ,[14*5/8' SHEET METAL 2000 PS1 MIN. CONCRETE / a z t- ♦ WV, EMBED TAN BETE ANCHOR 9 11 YES t O.D.AND (2) 1/4 /4' SELF'TAPPING SCREWS. aR x - 2' E�q � F 4(SEE VIEW 'a') __fiST ® �' - BE 3YEEG�t Iuct__ ONE 4•TAu x 16 GA c-Ct7MiNEt PER ODDR sFCTON. WARK WEsurtlA P.E DESIGN LOADS: +37.0 P.S.F. & —41.0 PSI, (IA 14'l3(4• SELF TAPPING SCREW PER STILE LOCATION. FsgaGA FE.S4 �r+T DO .TA RE.«s TEST LOADS: +55.5 P.S.F. & -61,5 P.S.F. 25 GA MIN. EXTERK)R SKIN 'WITH G-40 � 11415 DOOR MEETS OR EXCEEDS THE DESIGN ORIGINAL. DRAWINGS ARE SIGNED IN BLUE G+LVA'VIZIiG, BAKED-ON PRIMER AND A THS DOOR MEETS OR EXCEEDS DESIGN LOADS FOR'HE WIND SPEEDS USTFA BELOW INK WITH A RAISED SEAL BIKED-ON POLYESTER PAINTED TOP COAT 1-1/4' WIDE x 15 GA GALY. STRAP, (5) PER DOOR SECTION LOAM FOR THE WINO SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING (EME#7S5). APPLIED r0 DON SIDES OF STEEL SIN. ' ON 15' WOE DOORS, EXCEPT (6) STRAPS ON 2,10 (LOCK) ACCOROG'Y' TO THE 2001 FLORIDA BUILDING COD (J,SCt7 98 FOR THE FOLLOWING SECTION (SEE LN510€ ELEVATION). EACH STRAP ATTACHED CODE (q5�7-38 FOR THE FOLLOWL CO., NS i)WITH (3) 1/4*3/4 SET!TAPPING SCREWS (TWO 0014 'i0N5: 1) 2) DOOR aR7fA1Ir-E*K;LOSEDxv+rACT,wa.�.x.��+sEs 8[tr DELTA crtAvDG ma Rev. SCREWS TO DOOR. ONE SCREW TO C-CHANNEL). HAS 2' OF WIDTH IN BUID'AGS END ZONE. 2) DOOR . 3)T OF W!OTH i'/ BUILDING MA`JUFRCFURED I 1 1026iT 01 EN0 ZONE. USE ROTOR OF 1.0, 4 ANY 3) U FACTOR OF t.0. 4)ANY ROOF SLOPE. A S X F OR. TEE.8r Gt[ 3>r IDS 505 SAFETY FACT WINO SPEED 'MPH S 110 120 12 130 MKM DESCRIPTION 13 GA. GM..V. 8f)fit0 BRACKET. MIND SPEED 'H S 130 140 1 150 KCMN ATTACHED 0104 (2) SHEET METAL SCREWS. EXPOSURE LEVEL 8 or C B C B EXPCISURE LEVEL B or C B C B MEAN ROOF HEIGHT 30' 30' 1s' 30' MEAN ROOF HEIGHT 30 30 IS' 30' NOTED DOUBLE CAR MODEL 110OW6 & 120RW6 ALUMINUM EXTRUSION d1 VnN� WEATHERSTRP, +37/-41 PSI DESIGN LOAD 6/13/02 NQTED JIIr a ho s (513) 770-4eao SHEET NO.Th.orrvn4ea:sr>b de7lnLed t»rA8!nrs ihs av4 pror�y d IFA C[a{,Tsy BuOdnq Pl0duc'a Cwn any and muy not 8585 DUKE BLVD. L.rep.odu.ed.n wy roan WItNoot 1u *rattan Per A,41o1. MASON, OH 45)40 USA -- C1BPCQA-:afW!of Cfa�s� AroS H D 4 SCR otG 1 1.,4 fAIN; kt- EMBE0ET WINDO:A! St ) CAULK BEThEEN i4d AS aE0'0. W1HNW FRAE 1 4"SHI,T EAR i taE5VT SERIES 146(1 158q 159ft HORtZONTAI SIJDL"f0 N1Vb0' FLAK CQ1dPARAT�VE tiVAUSl5 do AH<k?C�i (2lAtISt1Y CN�R ASTM E1300 W4A uck (SSE _ �£5 RE N. FRAME SCT,ES11 r1UM617� Cf 3/15 0 TAPG0N5 MASONRY OPENING JAMB- SPACE MAc. (SE£_NOTES) T:T.T iNC>fES) DESIGN PR£SSLR> REQD.,IN FRAME 130 M'FI' PARTIALLY BY.OTkEf?S: CAPAaTY IN FSF 1� MINIMUM rMotf),IENT 1 1/4" MWiMUM EM3£DMENT ENCLOSED BUtLO)NG WLOHY/HEIC4H7 HEAD AT EAC(r AT EACI Q'LOAQ JAMBS HEA!? AMdS GLASS 51ZE RESSTAtI(iE 24x12 —80 2 2 2 2 2 2 s34x IriszaLLtanor ANG +oR / 75/3 -80 (SS8) 24 x 24 —80 2 2 2 2 3V'W 61A. TAPC64 uVSTALLATIGN ANCHOR 24 x 36 —80 2 2 9 3/4 1<19 518 =80 ($�) 2 2 2 2 2 2 3/4 431�� -80 ($s8) SHOhN — 3/16. DtA N ANCH 24 X 4- - 0 3/16 N 24 x 48- g0 2 2- 2 2 2 2 4'3/4 x 315/1 -80 (558) CAULK BETWEEN tR-is�} PERETER CAULK q 24 x 555 —80 2 2 2 2 2 2 .93/4'x435/3 —70 558 WNDOW FLANGE ? "�5°"" ► BY 01"14ERS CAULK QETWEEN 36 X 12 2 $3;4 x 5 5/t3 -70 SSB�4YQOrJ BUCK WiNlJQ'rY w.QTH `OOD BUCK& i80 2 2 2 2 7 5j3 MAO NG SNRY OPENI 36 x. 24 80- 2 2 2 2 2 2 15 3/4 x 195Jj -80 (558) ay OTfIERS 36 x 36 —80 2 2 2 2 2 ONE.BY ' O EXTERIOR 36 x 42 -80 2 2 2 1s3t4x 31 513 -50 (DsB) BUCK 13Y OTHER SHIM AS REQ'D CAULK B£TYtEEN NE BY, j 36 x 48 —76 2 2' 2 2 15 3/4 x 37 Sj8 —50 RSO) (SEE ivOTEs). SECTION. 2 Wk D Iv FLANGE succ 6Y OTHEf2 36 x 55 64_ 2 Z. 2 2 2 2 15 3/�x�1s a -50 €DSB) 1NSTAZLA?ION AN -iOR 2 1 3 18" LkA.TAPCON WOOD BUCK 4 x 12 —SO' 2 2 )S3 4 x SQ 5 50 (DSB) OWow cx& 3116 48 x 24 2 2 2 2 2 2 213/4 x 7 5/9 -80 (Ss8) 48 x 36 2 2 2 21 3/4 x 19 sj3 70 SSt3 laASC>r1RY OPENING~ 48 x 42 —80 3 2 2 2 2 2 ?I 3,j4 x 31 5/8 -50 (SSi3) BY OPENING _ 3 2 2. 2 2 3/4 x 37 5/8 -50 (OS6) 48 x 48 � 1 1/4- IbIN. -62 Z 2 2 2 2 2' 3/t x 415,8 -50(3/16 ) FLAK BEtWOO UC d 1 1/4 RENT 48 x 55 -52 2 2 2 2 2 2 B3/4O '8 50(3/15 )" RANGE E WOOD BUCK 60 x 12 -80 2 2 2 2 2 2 213/417 S/8 -80 (SSB) 60x24 --} "A,aX, -80 2 2 2 2 2 2 V 3 t x 19.5 8 55 5S8 60 X 36 —80l — ( ) v� 3 2 3 3 2 v a/4 x 315ja -55 (058)4 I 60 42 4J 60 x 48 -66 3 3 2 3 3 2 27 3/4 x 37 5/8 -47 (058) i : treETE� CAULK— - -54 3 3 2 2 2 2 27 3/4 x s3 3/8 -553/16k BY OTHER 1/4`SH1.S 60 X 55 -44 2 2 2 ( hGE TYKE SPACE MAX. ' 72 x 12 -817 2 2 2 2 2 2 333/44x 5`8 -55 3/16" �v FIE 72 x za -so 2 z r s�$ -so (sse) kfADCO&t tiNDOav 2 72 x 35 -80 3 3 2 3 3 2 333/4x195/'8 —49 (SS$) HEIGHT 4 4 2 4 4 2 3334.x3158 -50 DSe 72 x 42 -61 3 3 2 3 3 2 33 3/4 a 37 5,8 -50 3/16) o 72 x 48 -49 3 3 2 3 3 2 u 3J4 x t1 5/8 -50 3/16" o 2e O.C. MAX. 72 x 55 -40 3 3 2 3' 2 333/4 x SO 5/8 -50(3/16" C� ; V T p - � GEhEf:Ai NQTES � � 3 E X I EI\I Q t) ..I u AS REQJ6tEE?RC!✓S7T i0 EACH INSTALLATION A R $C %1N LOAD ,�-t 4 MAX. ALLD`NRHL.E St1d1 STACK TO BE 1/4' *wvy 2) YfiMOO N,FRAME MA RIAL.ALU�4NUM ALLOY 6963 • HEIGHT 3) CA LAK BEhMD Ht45C1 ii}1A(y A7 HEAD AND_ 4AWSS.5ILL.MUST`.1E HEIGHT AD TO Tt�E SU$5'RATE YBZ4 WIIcfSA 115 A0, SrvE CAULK pa,APPROVED EQUAL 4) CAULK PENMETEB SEAL AROU'MD,EXIVOOR OF V4NDC f 1 NQ0'V: 5) DE9GK PRESSURES SriCt ARE t3ASE0 OR?dtA110N C1PAOiY 0CK F.DQSt '4 PRESS,t?ES FLANGE TYPE W 011;1 F01?c Lwss 14.CNE'SS MUST BE;DETPft51tNto PERt Asr —E130D GLA545 CttA*t AND G tE SILL G, FRAME— I SMALLER VALU(k'JST EE USED F*DESiG.L 5) Yh+EE AA?ER sS1 sr RE Rka T GF 15X 9F BE LGAO.£PPL!ESL p05YpVE GESI'.,TI L0A0S 1OLL EE UMi iEp 10 CAD PSF OJ? TQ WATER.NEST PRESSGiFtE CE 6.0 NSF ELEVATIIMSPLLFDaTEST. �I� 7) INS*A1LA t�L oe s1,4*CrCMT L ,O V 'x SPR{10E p,INQ fl L wcx iPA►!E ustia Ya scgt ws. VIEWED FROSt EXTERIOR tGr>�a »FxMEItT��1a TNT sJssFR rE As 540Yi!t Aa0vE PF�RMETER C_AUL1(_ IN 1A8LE5` OJT No,MQRQ THAN 24'0, BY OTHER T?CO ANCtio S CF SUFFFIC NT L4�G F RC HW O COR OR uA 1-1 fA0PEW1C7s$E a/i o A�IiI LM11 -1/a E14846i INTO 9U9STTtATE AT LOCATrgtiSSNOt i L4 G lAir @JT TN W'24 O. T. 9) tF ExACthLWGW SZE IS NOT USED IN ANC}1nR GDiARTt t)SE ANCHOR OUA.Y1rt US.TEt)Y*iii tcxr LARGER StzE —t------------ * Corn Uiy of Texan I.P Q Q 1001 N,Cresi y RQ•Ccto(Ifo:*TI 75436.t.6.8ex 819022•DoGas TX 75181 PRE CASs SILL �� ASSk BLY DRAWING BY OT14ERS CAULK BETWEEN WINOO'4 FLANGE & PRE CAST-SILL PATIi VULKE14 SERIES` 148O/15o/i590 HOWON TAL SLICER KiNDOW 116 ADHESIVE CAULK OR. aRN. chKo sc v E SECTION 1 APPRObTD EQUAL AR IP N/A NO. i / / L12/08/03 B INSTALLATION 14800SHEET I1 D3 31 D53 w1 SVRi2 Bto COMPARATIVE ANAL:YS1S & TAPCON ANCHOR CHART ASflA E130fl � 2 X; v(OQQ — @Y Q 1iER$ WINDOW DESIGN PR€S9J1E 0 OF $SCRE'g %1 ,09Q CiMJl toed u:_ T CAUATHih BETWEEN SIZE INCHES 1-�APAOW IN PSI h Q' N(BANE f Q`O (N_ F�A ULK B 1 IN T Y1?E w'ND>�'W F!N` & WIIDHr air EXTER14R Lv fERIOR L ®EA rnNp i+E a SILL _ S8 WIND tY FRAME G 8 x 28 xx - 1 - 16 12 ij4 -80 (458) 18 x.36 109 109 2 2 2- 2 2 3 16 i 161/4 -80• (SS8) CAULK OET1'IEEN f7N 18`x4.6 89 83 2 2 3 2 2 3 16 i 1I 1jl --$4 {SS$) SH€ATHING & SHEAT[N i"MIN. BY O1HER -- EM8EDMI NT 18 x 60 63 63 2 2 3 2 2 3 1612&I/4 -60 ($58) +• 1' Mill' 19 4 12 50 50 2 2 3 3 ,2 3- 161'ik ij4 -49 (sss) INSTALAT N ! EMBEDMENT 24 x 23 -- -- - - - - - 22 x IL I/4 80 (SS8} ANCHOR 24x35 86 $a 2 2 2 2 a 3 22 t i�4/4 -80 (SSB) 24x48 73 73 2 2 3 2 2 SNEATFIING 4 n r 22.14 -70 ssa 24xst HY OT'11ERS -� 24 x 2i i/4 -6fl �558� 24 x 60 59 59 2 2 3 2 2 4 Y2 r 231/4 -50 (SSB) 24 x 72 48 48 2 2 3 2 2 4 22 3i It`4 -60 (SSB) P.ERiYETEft INSTALAPON 32 x 28 WINDOW WIDHT "_ 5` 30 k 1t l/4 -60 (sse) CAUlEC E3Y OT[iER � ANCHOR- 32x36 57 57 2 2 2 2 2 2 JO O*1 /4 ij4 -60 (SSH) 32 x 48 52 52 2 2 3 2 2 3 30 X 221/4 -5Q ($58 Jh 32 x 52 -- - - - - - - - 30It241/4 -65- (OSB� EXTERIOR PERIMETER CAULK 32 x 60 46 46 2 2 3 2 2 4 30 x 23 I/4 -6g (0S9) FIN 71PE BY OThER 32 x 72 40 40 2 2 3 2 2 4 36 r 34.1/4 —50 (D58) artNDOW SECTION 36 28 — — — — — 34 4*11I/4 —60 ($58) FRAME HEADER ` 3s x 35 52 52 2 2 2 2 2 2 2 34 x 141/4 -00 (SSB) 36 x 48 49 49 2 2 3 2 2 3 34 x Z21/4 —50 5$B { 36 * 52 52 _ WINDOW 36 x 60 43 43 2 2 3 2 2 4 34 t IS1/4 —65 (cS8) NDN. 1 35 x 72 0 40 2 2 3 2 2 4 44,3± 1,14 -s0 (Dsa) 44 x 28 -- -- - - - - 42 x 12 1/4 -60 (sss) Q� " 44 41 41 3 3 2 2 2 2 42 t tt1/4 -60 (SS8) N W[ND0Y O O 0 0 0 44 x 48 40 40 3 2 3 3 3 3 42*221/4 221/4 -50 (SS8)) O it HE3G1#T 44 x 52 _- -- - - - - - - 42*241/4 241/4 -65 (DSB) Fri i2 EXTERIOR j 44 z 60 40 40 3 3 3 3 3 4 42x231/4 -65 (DSE) FIN TYPE 44 x 72 40 40 3 -.. 3 3 3 3 5 42*341/4 31,1/4 -50 (DSa)1 WINDOW 43x28 _ - - __ -80 FRAME SELL 48 x 36 40 40 3 3 2 3 3 2 6 t 16 l/4 -50 (DSB) 48 x 52 40. 40 3 3 3 3 3 3 46 x 221/4 -70 (3/16' _ 24 O.C. 48 x 60 46 x 1/4 -70 (3 ;6-' MAX.(TYP). 48 x 72 40 40 3 3 3 3 3 5 46 x 313 14 -60 L40 40 46 4 3 1,/1 -60 (3/i6' 3 ///JI 53 x 72 40 40 3 3 4 4 4 7 51 x 34 1%4 -50 (3/16` CEN€RAL NOTES 1 WINDOW EQUALLY SPACE 1) SN;M IF REQUIRED FOR LEVELING. 4) CAULK FOR PER ATEFj1AL ALLOY 6463 2 w;WN FRAME M PERiATHER CAULK -- HOT. At�OHGR$ Tll>. 3 CAULK BEHu'1D WiNDON FIN AT HEAD.,SILL & JAV9S. BY d111ER METER SEAL AROUND EXTERIOR OF W NOOW Fl ANG>�. H;N IF REQ'P 5) GLASS 11- Cig4tSS MAY VARY PER T14E RE(UIRE,Ml.NTS.OF ASITrt E430O CLASS CHARF� SINGLE GLAZING IS:SHOM4. INSULATING CLASS IS A4.SO QUALIf7LQ IN TALADON _ 6) IIA-IERE WATER RESSTA*ICE TEST 4EaJ,a[MENT OF 154 OF'D£55N LOA0 APPu£5, POSITNE OESG4 LOADS RILL SE LMnTE0 TO 40.0 P Dt TO WAIL TEST PRESSURE of 8.0 PSF ANCHo I CAULK B€T'�"IEEN ACt4 -,h TEST. �Y,NI)OW FIN & 7) 1NSTALLATIQN: Fit FRAME rt1NOCW IN W000 FRAWE.OPENING Wf T TWO BY Y(0o0 STUDS USItIC .090 L4O-C, DYA; NAILS 9R-j3 SCREW CF $UFFICIU'IT LFNCN TO PI QVIDE M1N,1` FMBEpMENT SHEAT(NG INTOSIRATE. 8) IF EXACT WL40OW S!ZE IS NOT LISTED IN AN0-4C1i QWT, 115E tu40 Ow QtJAl4111Y LISTED. SHEATHING $Y gTHER I- MIN. EMBEDMENT'— 0: 0 6" MAX(TIP) SECTION 1301 V1.Crosby M.•Cartd1on,TX 75804•?fl Box 819022•DaJc,,Ti X5381 6"MAX.(TYP). 1 ASSEMCLY CRAWING SERIES 1100/1900/1970 SINGLE 4UM3 W0 XW ELEVATION DRIN, CHKO SCALE VIEWED FROM EXTERIOR AR tP N/A SHEET NO. ALLOY 14FF.6 DATE DIE NUMBER 12/11/03 B INSTALAIION 110O] W2 . SVRtot7 o 2 x WO C4)MPARATI`JE ANALYST 8t TAPC©N ANC OR CHART ASTM }30 �"9Y oT11ER5 WINDOW 0ESGN P1 ESSU P : Qf j8 S± EYI N ,1 3{,(l�.( 4 D1AML L L CAULK BETWEEN SIZE Ut HE CAP A1'( IN PSF ` f Q' iN 1RUE RED k'4 FRP4 a+a n svofir� F1hl TYPE ' _ I W(Noow FIN . 041 HEGHT EXTE JOR 1NTER14R _ Wurn 4t a sS_ `MNOOi4f FRAM' SHEAI}i1NG - fir12-114 -80 SS9) JAMB 1s x38 109' 104 2 2. 2 2 2 3 5 6 1/s —8O (SSf3) CAULK £ED.EEN FIN 18x48 83 83 SHEATHING & HEAT it�G 18 x 52 _ 2 2 3 2 2 3 sxYt 1/4q Ss93 BY OTHER' S J"MIN, — 6a Z1.lJ{ —70 �SSB EMBEDMENT 18 x 60" 63 63. 2 2 3 2 2 3 ,$0 3 1/4 -60 ($$e) 1 YIN, 18 x 72 50 50. 2 2; 3 2 2 3 16x34 1/4. -44 (SS8) INSTALATfQN" EA4l4E!)IAENT 24 x 28 -- - - - - 21 x 12 t/4 80 (S58) ANCHOR 24 x 36 86 8.6 2 2, 2 482 2 3 :2 x 16 1/4 -80 (SSB) 24 x 52 73 73 2 2 3 2 2 4 22%[ T.114 -7O (SS13 SHEATFIING 24 x 32 --- --- 22x441/{ -60 (SSB) BY OTHERS` 24 x 60 59 59 2 2 3 2 2 4 T2 x 4a 114 —6O (SS8) 24 x 72 48- 43. 2 2 3 2 2 4 22134 S;4 -60 (SS8) 32 x 26 CAULK$Y O�Tf'ER 4NNOOW WIDHT \ INSTALA-IIGN 57 2 2 2 2 2 2 Xx?61j4 -60 (S Hj ANCHOR 32 x 46 52 52 2. 2 3 2 2 3 30 Y 22'1/4 -50 çSSa) 2 x 52 -- - x 24 t/4 -65 DS9) EXTERIOR L--PERIMETER CAULK. 32 x 60 46 4s- 2 2 3 2 2 4 301261/4 -6s (058) F1N TIPE BY OTHER (0S8) t•" 32 x 72 40 4O 2 2' 3 2 2 4 Ox34.14 -50 ,11NQQv7 rRAME HEADER WINDOW. 36 x 36 52 52 2 2 2 - 2 2 341121/4 -6O (558) 34 34z:4 I/{ tiVDH 36 x 48 49 44 2 2 3 2 2 3 -6O (SS6) 36 x 52 _ __ _ - - 3 j 22 iS —65 (0S8) 36 x 60 43 47 2 2 3 2 2 4 / -65 (DS8) - -.� 14x26,114 -65 (DSS) 36 x 72 40 4(1 2 2 3 2 2 4 34 t 34.1/4 -50 (O58) C/] -- -- - - - - - - 42 x 12 t/4 -60 -I it �/1ND4W 44.X 4I 9# 3 3 2 2 2 2 421161/4 -60 (SS8) 48 40 40 3 2 3 3 3 3 424221/4 -50 (SSO) HEIGHT 44 x 52 42 x 24 1/4 -65 (Ds8) ExT RIdO 44 x 60 40 40 3 3" 3 3 3 4 42i6�3 11`4 -65 (DS9) SOT w /// -- 48 28 44 x 72 40 40 3 3 3 3 3 5 42 x 341/4 -r50 (DS3) FRAME SILL 24" O.C. 48 x 36. -- -- - - - - - 46x121,'4 -80 (QSt3) a MAX.(TY ). 48 X 48 40 40 40 3 3 2 3 3 2 46 x 16 1/4 -50 (DS8) 48 x 52 40 3 3" 3 3 3 3 46:221 -70 (3/16" •1� o 48 x 52 461 21-1,4 -70 (3/16" 2 4O .40 3 3 3 3 3 4 46 i 14 -60 Cl L_J 48 x 72' 40 40 3 3 3 3 3 5 (3/16' o coYANW 53 x 72 40 40 3 3 4 4 4 7 46 x 341/4 -6O 3 16' NG1: GENERAL NOTES: �i t,A I(4 -50 (3/16" EQUALLY SPACE 1) SHM IF REO'0 FOR LEVELNG. ! g ANCHORS (TYR.) 2) N00 FRAME MATERIAL ALLOY 6063 I a PERIMETER CA≥}LK 'f :. 6Y OTHER 3 CAULK BEH ND WINDOW FIN Al HEAD SILL, 3x JAMB5 SHiM iF REQ'Q 4) CAULK FOR r CRIMETI R SEAL ARCXJND EXT OR-OF W1NOOw#LANCE. 5) GLASS THKJSNESS MAY VARY I' THE, REQUi2,E74F 4F5 l31• AS T1A £13OO CLASS CHART, S,NGLE OLAZIN( IS4 SHOWN lNSULATINI CLASS IS ALSO QUAUFTED IN CHOR 14N 6) V4iERf-WATER RESISTANCE TEST REOUIRtM NT OF $%OF QES1574 t QAD APPLIES, POSITIVE ANCHOR DESIGN lCAU5 y>cLL BUii1TED 70 400 PSF DUE TO WATER TEST.PRE OF 6.0 PSF �ALj FI_T EN ACHIEVED IH T. WINK. ( FJN & 7) �hSTALU[ION 14 FRAME Wuv0OW W WOOD FFZA E OCEN,gyG yR{IT T1y0 87 2KX>O sTt10S $HEATING. USING D30 INCH J1h NMS OR 19 SCREW OF Sl1FF1CO'r LENGTH TO PRO140E MIN,1" EM$EQMEhT LNTa SUBSTRATE 8) EXACT M1vDCT:+t SZE}$NOT LISTED p1 PPNCNOR OIART .U A. 1 0R QUANTITY USTEO 5' MAX.(TYP) MTH NEWT LGEARR SIzE. SHEATHINQ1 4 4 0 o YLA JOB #04-222 BY OTHER B +- YOOSEF LAVY, P.E ,; �MSE1?1��,r" � 6"MAX.(TYP). CCNSULTLNG ENGINEER S E C T I O N 1 Ss56 VEST I SUt1E J1 108 " DAUAS. TEXAS 75243 wat W.Cy M••to 8«�TX ___ •r.a Bsx 89Q22• __ TX 151. ELEVATION T: (21x)340-0049 F,.(214)340-0057 VIEWED FROM EXTERIOR ASSEMBLY DRAWING SERs 1100/19th/1s7D FE & HE SigQLE HLLN, WF40o'# ORN. 47iKD SCM£ I AR IP N/A a�or Tzll DATE p 36 Nl M3ER SHEET NO. 5/25/04 U IYSTttAflO 1130 W3 SVRLotBo _er '�t4.1I;A7F:41 Mti9Gir ice)G}[X5I1GK?HN.(9S a!NJt�lt W.iRT T5 3( L Ic�LI:II JJI.R 1976 'LL)Y,�cx-nam. � rsaAr� z x w `rr " ctsrt. ssraE °,n raao ue ASTM E90(I a 43s S tst4 sip E 2?29 ax b sxzs �a rti R D� scafE r9 1QLNdER�e'in 1 MP ,PAR�ALL L AID' ES) 1"1g1i*w tmKz E%r 1 f/�'uc�aiuli EuaEDt a4T ENCLOSED EtU(IDtNEx { / . : — 691 cAPAofit( nr Endf t[Pg UP LOAD f GLAS4 SIZE R tEXitT H[Aa sh.E �w Aa s1.L 4dk'1 EM16£01+fw"IT t1bN. EMBEGMPIT 36 X 36- -80 2 2 2 T 6 J1114 is'R is 1/4 _bo ( E Ch1A�1� {SEE CHART) 3a X 44 -80 3 3 2 7 #t}- -80332. 25 x1. /t -80 3 3 2 'S a 18 x 241/4 -70 (SSB_ i 38 X @Q -83 3 3 2 a 0 6 16x2-a 1/4 -sd (Sgaj liii -70111111 ' -8622,x184-a022+t914UL -B022 42214-8022 x2414-76. 4 2934 --61 4 6 22.x 34.1/4 -50 (559) 780 I.YTEfLN14.ViILU4Y 7816� SB%36 -80 3 3 2. 9 9 4 28 x 16.1/4 -.90 558 9'r OS l,t.cnuiic N4[tzonm rzO I ,6 X 52- -a 4 4 3 rx 7 26 r 24 1/4 -60 tom; DER CAt)LK 56 X 44 80 4 4. 3• 12 12 7 25 x 22 1.4 70 ssa 58 X 52-��o T1 QN' 2 Section �D �� ) / (S S8) n 58 X 72 -54 4 4 3 It 11 a 26 t.`.4 1/4 -513 (558) 60 x 36 -80 4 4 2 10. 10 5 28 k 161/4 -64 556 60 X 44 -8t1 4 4 2 12 12 5 28 x 19 1/4 -00 (s ) fASTEtiER, u 2YQn-05 60X48 -80 5 S 3' 13 13' 7 23 x 22 1/4 -5a (SS$) 60.4 52 -79 5 5 3 13, 13 8 2$x 54.1/4 -Sa (558) 60 X 60 -65 4 4 3. i2 12 8 28,8 281/4 -Sa (stB) 6o X 72 -52 4 4 3 11 it B - 28 x 34.1/4 _-54 (D"..B) 69 X 36- -80 4 4 2 r !2 12 5 31 x is 1/4 -64 558 66 414 -77 5 3 2- 13. 13 6 31 t 74 t/4 -60 (SSB) WINDOW 68 X 46 _74 3 3 3 14 14 7 31.x 22 1/4 50 (ssa) C/D -0 ($29) W�-{, - - 66 K 52 72 5 5 3 - 66 X 60' -61 S 5 3 13 IS 6 31 x 28 1/4 -50 ( 4) '- 54422 -48 4 4 3 !2 12 s 31.x 5.41/4 -50 (/O�8) CAUL(73 OD FCI 72 X 36 -77 4 4 2 13 13. S 34,x 16 1/4 -70 (0'SB 0 0 0 0 0 72 444 -68. 5 5 2 13 13 6 34 x 19 1/4 -60 (559) Q 190 MCAO 72 x 52 -55 5 5 2 13 }3 6 31 x 22 1/4 -60 (553) 72-4 52 -53 5 5 3 43 13 7 3♦x 24 1/4 -60 (559) __) 1 72 x 60 -58- 5 5, 3 14 14 8 34 x 28 1/4 -50 (5S8) 72 X72 -45 4 4 3 12 12 6 34,'34 1/4 -45 (058) CEN76461ER CAULK - 66434 -59 It 4 2 13 13 4 41*16 16 1/4 -50 (Dsa) 1901 F1465 RAIL BY 0TNER T SS X 44 -52 4 4 2 13 13 5 42 x 19 1/4 -47 (556) 68 X 46 -49 4 4 2 13 13 5 42x22 1/4 -4a (DSB) 7j 2 56452 -47 5 5 2 13 13 5 42 x 241/4 -70 (2/19) 58463 -43 5 5 2 13 13 6 42 t 28I/4 -70 (3/16`) (�....2954 L0 P,P.lC -� BB X J2 -40 5 5 3 14 14 - 6 42x 34 t 4 -F0 (3/160 GENERAL NOTE: .� 12" O.C. 1) SMM AS REQUIRED ADJACENT TO EACH I.YSTALLATION ANCHOR NAT11 LOAD SHIM MAX, Y@[11Gal L�t� MAX(TYP)..ALLOWABLE SHIM STAC14 TO BE 1/4. Section - 2) WINDOW FRAME MATERIAL ALLOY&C 3. 4YINDOw EQUALLY `:PACE 3)115E CA"A.( BEHIND WNDOW FIN Al HEAD. SILL. & .1AVBS, HOT. ANCHORS (TYP;) 4):USE CAULK FCR PERiMETE14 SEAL ARDUND EXT IOR qF A DOW FLANGE. 5j DESIGN PRESSURES SHOW4 ARE BASED CU MULIJOiN.CAPACITY ONLY. DESIGN_PRESSURES FOR GLASS TH.C7NESS MUST BE DETERMINED PER AST14 E130O GLASS CHART AND THE SMALLER VALUE MUST A _ BE USED FOR DESIGN. 6) WE WATER RESISTANCE TEST RE,QUO ENT OF 3 % OF DESIGN LOAD APPt; 5; POSITIY OE5l0U LOADS WILL 8E LIMITED TO 40.0 PSF DUE TO WATEt; TEST PRESSURE OF a0 PSF ACHIEVED ;N ZEST. 2600 901TOM RAN 7j IMSTAU.ATlOft FM FRAlAE WINDOW IN SPRUCE PJ4 F412'(ST-') W QQ FRAME OPENING WITH TWO aY WOOD STUDS,USWG 4.1130 NAILS OR 18'S(4E)F OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMM$EDIdENT INTO=SUBSTRATE AS SHOWN,6BOVE IN TABLES., 8) IF EXACT WINDOW SIZE IS NOT WSTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 4¢1 L 6' MAX .(TYP) esas Exterior t 1041 W.Crosby Rd.•{6a61Pon 71 ZSM06•P.O.Bat 819422•Dabs,TX 75381 1 sE[oPevst E ; L6AX ASSEU8LY DRAWING s1aE Foz no Es, SERIES 1900 (MuLa) / 1100 (MULL) / 1970 (MULL) V T�Q n' ( ELEVATION. COy NUOUS HERO & SI(L SINGLE HutGE V 'v r�� -*n� sc�.LE (�i✓,AL Nf+�9GNS VIEWED FROM EXTERIOR FA/Ji3 N/A 1_ J2003 SHEET NO. Lor CATS INSTATION 190(1 IJU — 09/24/0 W4 (SEE AS'.RFQ'D_ 6N€.BY.4vOpQ N .CYSTS 6c TAPC. ANaiOR OC&11O CHAR] SUCaK " H Bu BY OTHER .. CALLPARATIbE ASTM E1300 (SEE NOTES}" ONE BY W'00 ►NSTALLAno�t AN c?R 1 1 4 MJN. WIN.DO`tY DESIGN PRES5t14F TAPCGN ANCWR LOCAPOH 13¢I�PH PARTIAILY"BVCK BY OTHER FT ANCE TYPE FOMENT S. ENCLOSES$t1�.Dm enl�oCW'FRAME :. C ,_ CAULK,BETweEN JAMS -� S1-ttbl AS R.EQ D. ZE S13E�TN.C E� CFt AgIY l,N RSf LOCAT1tiN g�E pp LOAD GAUL14 BETWEEN d(VCQ N CAUU EUC1(& (SE1= M1OTES) 22 19:4/8 x 26 -2Q1 9ST($ FI�INCE & ,t00D Bt1CK �ASONR QPEtJfN(r J� �( 13 1$} 1a x 38 3'9 A,c� -... F.Gu..: 161/4',63 - ( ).. 6Y OT11ER5 t `� d it t4 1/B r505f$ -184 AC FGNJ' 161/d,l 15/1{ -80 F.9.N� i61l6 r 2J.t/6 -60 SSt3 14 4 t9 1/8 x 54 5/8 -150 ti C F G,fiJ to t/b t 2S t/6 -70' �SSB� +9 1/6 x SS 3/e 14T A C F Q 11 t Is 1rT 4261 6 -70 S58 © 15 19 1/6 x 6; -132 A C b F.F a;F1.t i6 lil 1291/4 -5S ((13)1 1/4`MIN. Q 18 1s 1/8 x 72 -116 A,c O,E F Gti.l i N r 33 3J4 -55 (QS8) 4 EVBE0IAENT INSTALLATION 17 t9. f 8 x 84 -144 A,C 0,£F.Gj4! 41/4139 VA —50 ANCHOR slt2 28 1/2 X 2e _13.3 (DSe) J TH4 261/2 x 50,5/3 101 A.C. F GHJ 2 i 19 rt —80 - 1 TH3 26 t 2 x 38 3 & 103 A,C f,G,HJ 231j1,t6ISf d —80 (g5g) FERIMETEI G¢lJIK CAULK 8£TFVEFJt 1H444 28 1J2 x s3 s/e -10Q J u/tut6 a0 (ssa) BY 0T.HERS A.C F.G,HJ 231/1 a 2S If i 70 {SSB) WINW'rY WItDTH wlOOD,BUCK"do 1H4+5 26 1/2 155 5/8- -1a3- A.C F,G.HJ 23IJ7125 4(14 -70 --- MASONRY OPENING 1t4s 26 1/t x 63 -91 A C F,c,HJ 23/1 t 24 IA -sS (ssa) PERIMETER CAUU< BY QrtERs 124a 29 t/2 r 7i _73 Ac gG,klJ 23,jtrs3s,4 Ss ice) 8Y OTT4FR EXTERIOR Id? 23 1 2 1 a4 A.C F,C.14J 23__54314 -50' (OSe) 30x2 JO 1 j2 x'2e 113 ° E RE - CAULJK BETVEEN- 3cx3 30 1/ x38 3/8 Q9 F.0,41 2r 1/i i6 a t _ (sst3) WI;N06Y FL440E 34 30 1/;- x 50 5/s -78 A C F aJ4J �1 a/t,zi Ir6 -50 (se) WOOD BUCK sO c4+4; 30 1/2 x 54 5/8 -77 A C F.G,H,i M iA r 2S I(6 -4) SSB 3Cx4+6 30 1/2 x55 5/e -78 0.C F G,l4J 22 iJ2, 3 S 30 1/2 x S0 63; -76 A,C F,G,H.1 27 a , -50 ((SS8) /2 33 i/4 - OS8).. SECTION 2 30x8 301/2, 72. -71 Ac FG;HJ 271/1x733/4 - , ( ) 30x) 30 1 2 x E4-: —59.. -A.e- F,G,HJ 221x 31 V4 -49- (058) 22 37 K 26 —89 !:G FGHJ 34 t 101/4 130 (5$B) 33 37X39 3/8 —57 A.C F.C,5U 3U 64$f6 (SS8) YJINDOw 24 37 %00 5/8 _57 AC 13J=4 —55 F,G,HJ 34 t 231 4 -50 356)) v 1 t4DF9. 24+; 37 x 54 518 —55 A.C F,G,HJ 34 8 311th .49 �S56} EXTERIOR DOCK 24+5 37 X 55 5/8 —55 A4: FGH 1 34,25 A/.s —<s (553) HEIGHT 25 37 1 63 —53 A C F.C.HJ 3<i 3$V4 —50 ) A C it x -52 AC FG Ha 34 t3$3/4 —S2' A.C F.C.HJ 34 c x9.5/4 —49 (058) O RANGE 4226 42X.-28- —49 AC FGH.1 34ct0 51-f1,Y Wk1 DOvY FRAME _ 4238 42 X 33 318 _qo —80 (�) 4250 42 X 50-5/8 _ .1C F,G,NJ sB,I IV4 —55 (356) SILL A C F.G.AJ 3d r 231/4 -49 505 424+A 42 X 54 5/8 -40 A;C F d,H l y t 25 1/8 -49 SS8 424+S 42 X SS 516 -40 A C F.G.NJ 3 r 3 e/` -49 ( ). 4263 a2 X 63 -40 A,C Fc.HJ t 29 414 -50 (1055) 16 U 4272 42 k 72 -40 A,C FG14J �',33 3/t _ PERIMETER CAULK K 2 4284 42 4 84 -40 A.C F,O,HJ J$z383+39 3+ _49 ($) j BY OTrIER 838 X48 X23 S -49 A.C FflNJ 43 4!03/4 -65 (356) 1 C' 4850 48 50 5/8 -40 A.C F,G,HJ 45 t 1t,AJ14 -50 (058) X 484+4 44 X 14;5J3 -40 AC FC,HJ 45123(/16 -50 (3/15')484+g X s/ 2 48 55 8 A.C F.C%H.1 45 t 251/16 -50 (3/16') V 3 ... -44 A,C F.G,NJ tl t zs 5j6 -50 (3/16) ANNDQW 4863 48 x 53 X40 A.C FGHJ _ 4972 8 X 7V4 42 -40 A c F.C.NJ 45 33 45 � %B') HOT. 32 53 1/3 x 26 A.C. F.G.HJ 7141 it 10 3/4 _65 F JJ 53 4/g.x 38 5/9 —40 (558) C A C F,G,HJ SD IJOt f0*A$ —50 V Q 14�. 53 1/8x50 S/9 —40: A C F,G,HJ 50 i/6 2 7j IA§ —50 a�t86�) $3 1/3 x 54 4/ -40 (1 P8E CAST SIL+ /// 34+5 53 1/8X55 5/8 49 AA.G F,C.HJ A 1 123 6f10 -50 (31o) BY OT} Ti$ N 53 t/e x 63 _40 36 SJ f 8X72: -4Q A.C F.aHJ -4 CAUJ K t3A$T,SIErE 1VVApj: FLANGE• ___ —4S &.PR£ CA�F.Stll. rAI11;.WLKEit NOTE:' -, _. _.: SEC;/ f h t 16 4jVE0 tVE CAL1Lx CR T)i1fE AH5114r ARE Mslm AND N GArm STRLCIUBAt,4ESn21 LOADS FT?954 cQArPARtiTfvE a"IA1 r5iS&HAVE NOi TI ON V APPROVED EQt7AL /// Btof cwni)BY RESULTS G.F WA .Pfi8nPliANCE 7ES11NG WNERE 1}iE NATpr STAtICE TE5i REdJOrtlrt7tJ 15R of f?ESi(P/{BARS AF Sr.i�C9EVE DE9G'd LOADS WILL 8£LUTE0 TO 4Q0,l q TO WATER TEST P SSt RE OF 6p PSF1 A(3B E4 CN TJ St H I 2)WSTALLAT10tg:FLAY,�E FRAkE WSIRCW B4 CONCREJ8 OR MASC+34'Y' ENVG USE 3/16.'0'A GENERAL NOTES' T IY 4 AETGC11t AOR Gi SUFF1OtE.YT LENGTH T4 4ROW6E 141 1-514 U4.8€ ENT INTIi SUastaATE }5E LOG VA1 S?1Q fN4 GHAR7;,' I) SHIM A5 REQ'D; AT EACH 1NSTALLAl10N ANCti013 WITH LOAD 8r ARitJG SHIM, MAX: 3)s f ELEVA OIJ5 iQtt KEY id 1APCOM LOCATIONS 0 t4 21E NL4 GE SIZE IS NOT 11STE0 M+'1 Al R O'AAT.I75B ti40102 QUANTITY 1JSTED ALLOih1Ai LE SHIM STACK.TO BE 1/4- 1 Y444 NEXT LARGER$1 ,FOR ill APP RATE DESiCN PRJsS1&4E REQ0: 2 WIND)Y FRAME MATERIAE;ANUS AIM ALLAY b0&3 ��Q 3 EAUIK BENIN) Yr7NDOW RANG€ RT t-EAO ANO JAMSS SEL! MUSS BE H -�.�-y-� ATTACHED TO F(E SUBSTRATE 'rr1Tli VULKEM 116 ADHESIVE CAULK OR APPROVE) EQUAL VIEWED FROM EXTERIOR �1 4) APPLlCAnDN OF VULKIM 116 ADHESIVE CAULK AT FRAME'SILL MUST COMPLY'�,ATH SEALANT MANUFAC R PERIMETER RJ R ER SEAL AR ION 1 AI 1r. to. 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF GMNOOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART ASSEMBLY CRAINC SINGLE GLASS IS SHOWN, INSULATING GLAS'S iS ALSO QUALIFIED. g121Es 1.50/15y0/I5T0 591GLE IrJvc arNOOh oan. �p qC --_ AR IP N/A SHEET NO. -- AIw E�ax aA-e Dt€ Nuv 12/c81o3 B iNSTALATION 14501 �7VR-LolG SHIM IF REO'(i COMPARAT€.ANALYSIS & TAPC0hi.. OR-LOCATION_CI4Afi.- ASTt�t i.30S3 SUC 8Y VrOT N PRESSURE APGQN ANC LOCATipi{ f3pD ttPk PARTl1tLLY_. 8(1CI4 8Y On tFR SIZE SIZE NI CHES CAP ENCioSE?81i�D)vt#ONE BY.11bCD INSTALLATION ANC OR. EM rriMENT DUCK BY o>r4 E BUeK wtuT -— ) �S TAUTY I PSEOCAIIQN DP LQAD OW FRAME I ISHIN REQ'Q. +i+r X41 A GLASS S+Z£ 1 CAUtJC BETWEEN 4C F G HJ' t4 t/p i t0 3(t -BAS(SS ) Cfj�1LK BETt1?* WIND'O Y WOOD BUCK 8t - -`_ z: t tom- F Zs -?A3 MASOh1RY OPENING t} t9 1/ii x 38 3/8 493 AC FG N.f 11 fLhyCE Sc BUCK BY OTHERS 14 1$ 1/} x 50 5/6 -164 AC F.G)1J +61/61781/14 -84; SBjj 1.444 19. 1/a x 54 s/a —15A' A;C FG,H,k. 106 L4`.t 351/6 —7D ($S$ 4+5 19- i §x•55 S/8 —147 1 AC FO.N,k iE U6`c 2S 9f�6 —tO ( 58) t, 1 3 19 f/8 x dJ —132 A,C D tiEFGH.I 61/1YJJ -55. (88), 1 4' MIN 17 14 74 72 -148 AC D£FG>1J t61/t c'o 0 -5S ((0'S8)1 Q Qv 4 Mi T I INSTALLATION /8 <84 —104 AC Df,C1,1 161/+'c 713/4 —50 ( Ss) ANCHOR. 182 28 1/2>F 23 —138 AC FC,H I 21t f)i t0 3/4 —90 (SIB) 1143 26 1/2 x38 3/3, —iO3 A,C, F.C,HJ ,I4$JI '-80 ((( S$) PERIMETER BAULK Q 1144+4 26 1/ /3 -131 A,C F 0.,2 Ih x 7s"_ -8a BY 0MRS CAULK BET1VEEN SH4 26 fit x 54 s 9 —tpo SHIM IF REQ'D, NVOGD SUCK & ' 1,44+5 26 1/2 x53 3/3 --10% A C F,G1MJ 251(ti 25 9/6 —70 (SSB) WNDOW 1Y MASONRY NING ID7H BY Q-ft-ERS 1346 S'/2 x 72 73• AC F. .H -55 (SSB)OPE C F9,HJ ziIA 2, -55 (08) PLRIh16TER CULlZ 1347 28 t 2 x 84 66 AC FG,)4J 231/231 1. 3/,4 _50 (0$5) BY d, ,EJ2 a�.l GR IGR Sax 331/2 x 26. -113 hG F C.t1J. EJ 1/2.w 3(4 -so (sss) .�L�, 3Cx3. 30 1/2 *383/8 -89 AC F 4 ii.l 01/1,M 13,6 -55 (856) JGF ��}y•PE SECTION 2 C4U1X B£7WE£ 3Cx4 30 1/2 x 0 3/8 -78 A.C F0J1,2 21i .x23'+/6 -50 SS$} 9} J�DOW fRAM - 441N0OW_Ft.ANGE -- .. }iEADE"" 3+1x44! 30 1/2 x ss 5/3 -77 A C F,G H I 2712}2S I/l -49 WOOD 9UCK ].^ic4+s 30 1/2, x ss S%a -?G, AC F.G,I,a z7+/t zs9/n -49 ($$a) 315 30 1/2 x 63 - 6 AC f,C,HJ 2)1/1 i 4'31(4 -5D (D, ) 30.x8 30 1/2 x 72 -71 A,C FC.HJ 7)',/ix 33 V4 -s0 PSa) Wrv0H,.,V AC FG.,Hj 27 t/1x14 :80 ` ) 30x1 301 x 84 -59 AC 20,H NON 22 23 37 It 3 26 89 - 24- 2444 31 It 54 37 x30 5/8 S7 AC F,C.1J 344 341.iJ -SD t5 } - A" 24+5 37 X 55 5 8 -$S AC 211443 34.25316 -49 ( EX'Tk RIOR, BUCK I zs 37 X 6Y/ 53 AC r0.1♦4 54.23%/$ (((sse HEIGHT ,6 37 X 8724 52 AC .C.83 34 r 33 /4 So O 27 37 x 84 -52 AC F,6,HJ 34 i 393/$ -49 05$ 4226 42 X 26 -49 AC F,0,1U 31163/4 -6b ( $B) FLANGE TYPE 4236 42 x 39 3/8 -40 AC FG,HJ 39c'E15/t -55 (5S8) WIt D9 N FRAME 4250 + 42 x 50 5/8 -40 AC 211444 1 x 2J 1/6 -50 SS$3 S)tl 424+4 42 trr -40 hG FG,HJ 31126I�w -411 550 J K II 424+3/ >>i, Ft 43'f 4j 4 F f.•H1 31 t 33 J,M1 _ 4284. 42-X 84 -40 A•C FG,HJ 31x463/4. -49 (058) PERIMETER CAULK ( 2 4-826 BY OTHER 4 ' 4838 I 48k 2 333/4 -40 (SSB)I A G F.C H:I **4034 j -65 AC F C,HJ C t b 15/+ -50 (4758) 4850 c8 x 50 5/8 -40 AC 2C,8,1 13123 t/w -so, (3,6') WINDOW 48444 48 X 54 5/8 -40 AC 25443 45:21/111 -50 (3,116); HOT,. 464+5 48 X.555/s -42 AC F C,H) 49/216/1 -50 (3116-)I - 41563 46X 63 -40 AC F,C,HJ F G 72 X 72 - A6 F.C,H.1 $i 5s.9'/4 S; (3//3-') 1x 25 _� A,C FG,HJ 3$ 4:493/$ --6$ ($58) 33 53 1(8 382084 AG 2 0,84 5017!I N 15tJ =s2 (ass) ¢ 344 4 53 1 0.Nfi 56 0 IS. _50 (3/Is') 34 5.3 1/6 X 5O 3/3 -40 A,O F, /a x 54 S/6 -40 AC' F("d 561 01:0 -50 316") 34+5 53 1/3 X 55 5/$ 49 AC 1,C,H,F 56' x73 0416 r&3 (3/1s) PRE CAST 5! 5 s3 1/a x 6s _4� Ac FG,H._k. 21th -gx (3/ts•) BY C S 38 53 i 8 x 71 AC. F,C,HJ 564 1.333/9 45 (5r58" CAULK BEN N YANQOW FL,SMGE_ Sc PRE,CAST SILL 'M TN VUtXEM 116 ACO ESIVE CAULK OR SECTION 1 APPROVED EauAL H 1 GENERAL NOTES: I) SHIM II` REQ'D. FOR (,E\EUP-IQ 1 2 WINDOW FTAME MATERIAL ALLOY 6063 3) CAULK BthlNI) WINDO'.V FLANGE AT HEAD AND JAMBS. L E V l I lJ 1 V 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF MNOOW FLANGE '1 W Q FROM EXTERIOR 5) DESIGPI PRESSURES SHOWY ARE BASED ON MUW0N CAPACITY ONLY PRESSURES FCR GLASS THICKNESS MUST BE DETERMINED PER ASN-13O GLASS CHART AND THE SMALLER VALUE MUST BE USED F(30t DESIGN. cats rdfi 6) ;MERE WATER RESISTAHOE TEST REQUIREMENT OF 157. OF DESIGN LOAD APPLIES DESIGN LOA) 'ILL BE UNITED-TO 40.00 PSF DUE TO J4A.TER TEST PRESSURE OF EO.O PSF ACHIEVED RV TEST p91 W. 26+tat sexy 1?I i o6:•Pa Cut 611ouo*nF; x ?5>81 6) INSIALLATIO!F FLANGE FRAME WINDOW IN CONCRETE CR MASONRY 0PDING USING 3/16" TAP/:N ANCHOR CF ASSEMBLY ERAWING 9JFFTC EMT LENGTH TO PROVIDE MINIJIUM 1 I/a' DMBECt/ENT INTO SIBSTRATE AT LOCATIONS SH0SN ON CHART tc-ERs t#so7t5D/1570 rE&•1E 51'4 C IIUNt+ , OCw 8) F EXACT iNDOH SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED 111TH NEXT LARGER S'TE �' uxc sGp SHEET NO. AR IP N/A M1.6Y -tea UATE Z)- YUNBYJi 03f23/04pSTAIAT[G?t i450� SVRLOt2BkJC C0t4t7tE1E n�o at auoc MC1QR �1u �s 1ita'o t c INSTALLATION ANCHOR CHART OR WAsot+RY 3/w OA.. raw 6` +os NSTA"T14N E►,1�Ec 4E11T `"' (sE�pi ) 3 o+A. sCtrl:�+s scow ToN I31/2 eY ° '- Yto _._.__a 1.1/6 I tI. CALL DOOR rA cI s IN SELL IN HEAD aBy OTHcAS --"'� Ek aAs a hooK sTR>p OA AX c6TW-04 54044 DOOR f'RJU.1E t E1+6EOMEN� SIZE vTG SIZE IN (.P to 4i at PSF UP TO 46 PSF 6i UP TO 1O' to 2 St 6 OR tM 910 o 5 t c €it CONFIGURATION INCHES 45 Psf To 60 TO 70 45 > To 601T0 70 70 70 Psr 2 x 1 b c i FIASOt iY W �OP L L oP OP 5�`. 0P 00 13UCK BY OTHERS W O-00 5468 XO. Ox. XX CO x 84 3 3 3 3 3 S 4 5 (SEE NOTE 16) GLADNge A ¢ d ��NQ`►{S} BY onotl 66 XO. OX. xx 73x64 4 4 4 4 4 4 4 5 SNEl1 AS R£Q'o 41 #-1f+` f�(. 6G$ xO OJS. xx 96X80 5 S 5 S ?I 6 4 5 NOiE5) • T 10c56s xo. ox. XX 120 X 00 6 6 1 6 7 a 4 ( Q 4 6084 xo. ox. 0 64 X 46 3 3 3 3 3 I 3 6 6 £000 XO. 474 XX T2 X 96 .3 3 3 4 4 4 8 oc.o x1D.cx..xx 135 7t 96 4 4 5 3 3 a a 6 xo ox, xx , 6. 6 7 9 LL! 6 TWd 4Y w000 7C8 O . ,. 1- t X&3 S 5 S 5 4 S. i/a` 111 eUCK 4068 Ox4 1t�9-sl4 k 6a 8 6 6 6 6 7 4 1 t a/ta• ax. 12068 oxo 1+s-314 x ea 7 1 9 7 a 10 4, s ------• 3/16*C A. 1.C65 Ox4 1St-3/4 X 90 9 10 11 9 t2 14 4 5 TAK LIDS & 1680 oxo 9t.-s(4 X 96 a 5 5 S 5 5 6 6 ' too Oko 103-3/t x 46 6 5 6 6 a 7 s 12461? OXO 145-3/4 X 4a 7 a 9 8 10 12 a 6 15.1/2 O.C.07 0 UAX. BY OTHERS x 161-- 9 it 13 to 13 16 6 STUCCO G"t5TAUAT1t5F4 41}63 7CX 106-Ii X 80 S 5 0 5 6 7 � 5 ST Ot?IfRS 1 4' idAX. Nt3Tt?R 12468 'Q.* 142-sA& X 80 1 7 a 7 9 tO 4 S / P jd SCREW I!c.$a }7X 176-m i X 00 a to it 2 12 14 4 5 SKK SPACE 7684 TAx 68 fps X 06 5 3 5 5 5 5 6 6 PER1f,€ETfR 90-SO }AX 161-rti X 96 5 5 6 5 6 7 & ff CAVLK 8Y CAM fi£fM1N 12o XIX t42-,/S X 96 7 a 9 1 1O 11 6 r5 0THOS PERt14ErEJt CAtAx - V**Q , 9U K 178-f • X99 11 12 10 t.3 _15_ _6 _• Y OpMAV OPENING tom XX « )Q= 12 11* 00 6 6 5 t?44R iRA�E OY OTHES 12068 OxYO. X4CX 144-SA'i X 8O 7 7 9 7 9tO4 5 $Y OTS 1a068 07014 XXX 132-sli X00 9 11 12 10 13IS4 10080 0XX0.7040E 120--si X46 6 6 7 6 a96 6 12084 oXXO. xxx* 144-s/t x 96 7 a s a 10tt6 a t/4' MAX OOOF3 wP0T14 2 X dam 164th4X?t xX76. f92-s lE 95 9 t2 t4 11 _14_ _ 1_ _6_ _S 3ai3,t SAAC£ BUCK BY OILERS con ( (Norfs) f T1QN B-8 (SM NOTE 16) DOOR x40Tt4 A { w >r UA5+C] y 4PfNwI 00 BB 8Y OT141 RS 1 4 p MAS"Y C":NJNG BY OTHERS CONC3�kfE x 6 OR UASCNRY B 8 Q V 4 Q Q Q BYQITttERS 000R 'Tj a v - t'1/4 UJUNG GLASS DQQR d f HOCHT 0 LOCRALLY AP1xt.Y('AiJItCIi1G V EMOED MT HOCH ST12P a !/ Z S ITIMN —A 6NSTN-LATK l AN1 tUR 4 1-1/4 W4. 3/16` O'A_ TAPCt7N d EMSED1�4EN T 1 ('('(ORO W tc- J. ALL-dP U ALLOY 40541 2) tAP(C)N rt7' as LX4 MQl(I S Q 5.LL Wsr BE(f SYJFF•KILNT LENGTH T') AW ikx !11?4.OrdtS T Of 1-1/4" it ilASG�tRY UR�. 5f'E is;L7(J d4StPLtA N AtN.)t0RS VUST BC Gi SLtTrP,O,T LOO 14 to AQ-1 C A fret. —. A 3 ALTfJ4?1ATE !APOM w4StJ+LtAMN ANOi0t5,R•J14T 10 SAC14 IN t'RAtdC SttL 41 vsc raapt&WE11Rsm. ►1x (1 EXTERIQR ELEVATION 5 [EXACT DOOR SZE 15 140T USTCD►4 44STALtAYk)4 N+Q" OT. USE ANQ. 4 4UATtfl1T LtS' WITH NEXT L kXit 9M TCR THE APPP4 RIATE OESTS24 PRCS9J3E F f1`d. _ �r.r 7) f09AAnD aASS `,3i4`r4. SNME GJ42.'i3 ALSO APj'I T .(13tf-9 %AS5 I p .'4(55 HAZY 1't4 F(XIFt o S1 .C >>*�* u(i/,##Ir'R► ti�7 +/Y OF ASt4 E40Cc1 OAS$C11ARt'S. 8Y OTHERS s'0, fro d) All TACXAY APPutO€tOtjS 14O!OES►j.CD Pat TAPCO14 MOi0A %#OLEO OE r i Fri It H 50a r*S 4F SVAF l -r - 1 t e Q� 112it3T14 To F1.0 U 1dt•1 1't1+8EJa4+ *1t INTO too Bit*000 ac. CAULK BEriCEN .R� e4 +.7 • + 9) JJ,1.48 / J.C+CRHER3 l�RE TO P£SCALED 4>Ir4 A StIN-1 JCt-.T.L,)4 %AL M. -s - 15A}00 & SL(NO +i ~ 10) VIM A3 Rtg`M At FA $t l 9P t4STALLATKJI.4 A'r S wtM LOAD SEARIN-3 SIAM YAX. AU000 11 S1tu S'AOC TO QASS '► i i p t oc* sr>z>e tom, 1401 w.air a,<•wT t. TX 75�?!)b'P4.I3cx a{9021• )5331 11) ALL IkSTAil,ATt014 ANC1 t5R5 I vi'BE 4AUE Of ftf4STANT L1At130ALS • 4* > 1x m4 M "x t P to*eAxrs uo»Pma At441 a'i +Ts nxED Pmm APPRO)f0 474 t mws A AS GLAZING 1i� +CC. n�, SER S 420 430 440 StlDit�G GLASS Dt3QF7 UStW Cr4 t4VALIAT5Olt CKAkl, (SEE NOTES) INSTALLATION ANC,4QR ` � +)4!s I 13) NOT Al�ttOa5 111108 A$QtE ARE S1GAt4 04 t14S a4A*MM0. ?' C-t4 INS1AUAao14 St:cTION5'A-A". '8--1 3/1a" CIA. TAPCCN �,�''3 .--- W, INSTALLATION DETAIL. WITH TWO BY 6UCK IN MASONRY S HOCA S≥I'OP 4£TA4. APPLY TO WS1AtJ.AT0AI Cf NJ. APPROVED C#4na,.'RATKiNS $LJ#H4 GLASS A . *? CRAW>K c If xxt 14) YAX AltQUA"X SPAC F BET jj4 tAPCQP ANQ.($S 14 1RPSJE SR.L 10 B£ 24'O.C. id# ts) SEPES 420 51XwO OAS$0008+S S'.Ci'4. t?11S( 11 AL O AP'PL.XS 1O 4)75• 440:ERIE& DOOR INTERLOCK # a• ,r lI � ( _IN/A 1i) 3xi !xe %0 TO CC $6:O TLY FAST(?4O 117 1RAh U4 t1+E LC TO T11t IASQk".M aK on,Ea A s, ,,, , „ NOQK STRIP DETAIL s, N ,.• 1>a R t SHEET NO. 11) flESaG14 P'fi�4$$5r- WAatY OF P JCr t0 yc 330 P r. /+414416111i14> -- 12 0,3 02 B GEN--OO27 £IU4 14 Mo0.Ct*C C(A . .s]0 10•i-•.0►t.LI t[ M.�IA re,'.'I,. 2zta1 1M .07 I12-t34 Iut.01 as I3 J4 Y • V SVR tot2Bttc; WINDOW WIDTH -i TRANSOM t�ULLICN SPAN HEIGHT S N ANCHORMAX. UNIT VADTti TYNE CLIP wows UIVOER SEPARATE APPROVAL A A 0ANCHOR TYNE T H T WINDOW HEIGHT III WINDOW kEIGHT WINDOWS UNDER SEPARATE APPROVAL Y/! WINDOWS UNDER SEPARATE APPROVAL SEE CHARTS SI`tEET$ 8, 9, U) AND 11 :=OR DESIGN PRESSURE ANO ANCHOR SCHEDULE D NOTES: 1) ALL ALUMINUM EXTRUSIONS AR 6005--TS ALUMINUu. 2) CONCRETE COI PRESS STREFIGTH m UGHTWEiGHi HOLLOW BLOCK To !r Y/� RAr i OUAUFY STRi?NGEft AtERWL. SEE CHARTS SHE£tS T AND 8 FOR ES+OGM c�3 PRESSURE AND ANCHOR SCHEDULE 3) FOR ANCHOR TYPE AND SPACII4O Sc SHEETS $ AND J, 4) PRODUCT NO INSTALLATION CONTAINED H ₹EIN C.OMI 11ES iY1TIi tHE 2004 FLCRIOA BUILDING COLE. SEE MULLION CHARTS FOR MA}nt4UM OEStGN PRESSURES, LENGTH AND ANCHOR SCHEDULE, 9} THE RESPONSSIUTY FOR SF-L9CTION OF W{NOOW [PROOCTS To MEET ANY AS>PLCA LE LOCM. (AiVS, IUWLDiNG CODES, O/1201NATES OR OTN.ER SAFETY R€CCUA NTS REST SOLELY 'IM THE ARC}frlZCr OR ENGINEER, BUILDING O'NNER OR CON`fRACTOq, 0) YRNoowS ARE UNDER SEPARATE APPROVAL.. • ____________ e 7) IF ;tU,Esr SIZE is NOT LISTED IN CHART ROUND w' To Trl: NEXT ,�\' ; , 1 LARGEsr S►z�, $} A.U. MULLS CAN BE USED WITH ALL PRODUCTS. SINGLE HUNG, PiCTUi ' �; \(" ' .� ' �' LU an T i Xt' r3 t ti'INDO�V Arlo Iia>tizoNr.�. RC�•LE"R, • t , HORrZONAL A�UI.LIQNS GOG5--TS AtUtiIINt!?�I / • /. EVATIONS AND GENERAL NOTES RtibarE Lp t -LE ' —1I7J J3iL _______ 35 N. Ca swt9 Jutsr a sio� ear, C'2# NTS a+ie C oc fia,¢a 32955 , - PDc ua GENoo5o zso rte. �r_sso_„ fns Jjt«b$0•t7Q 4 0 7 SHEET NO. W7 R Lot2Btoc EMBEDMENT 1/4" SPACE MAX. 1445 MULL TUBE MULL SIMILA FOR ALL VERIIGAL MuLUONS HORIZONTAL. TUBE MULL CUP 1320 CONCRETE t3R CRS #10 SELF' TAPPING 8Y OTH;=Rg 1447 1` ULL SHOWN SM S TYP. LOCATE TRANSOM 1447 •2, 5347, 5347--2, S" MAX. FROM END FRAME 5947 & 5547`--2 SIMILAR \ /1 & 1 @ MAX. O.C. THEREAFTER 3/16" OR 1/4" CIA. TAPPER — 10 SELF TAPPING MS P. LOCATE SE17 CHART f 4s� TYPE 6 NAX. FROM ENO & 18" MAX. O.C. PICTURE WINDOW Ii /1 THEREAFTER FRAME SILL SHOWN 1447 MULL SHOWN 1447--2, 5347, 5347.-2, 1447, 2 1/2" MIN EXTERIOR & 1447--2 SIMILAR EDGE DISTANCE c EXTERIOR aE! TI N A-A PICTURE 1MND0W FRAME JAMB SHOWN PtCTUR>= tiViN04W MASONRY INSTALLATION FRAME HEAD SHOWN w 1 1/2" MIN. 1 4" SPACE MAX. EXTERIOR iNtERIYAt. MULL CLIP Er��3Et3MENr VERTICAL MULL 1445 SHOWN USED TO CONNET t-tOR►ZONTALRTICAI- WITH PW JAMBS INSTALLED ANY VERTICAL TO TUBE MULL CUP 1320 HORIZONTAL MULL ALL crro 7j 1448 MULL SHOWN VERTICAL MULLION 12 R t�F SGQUA sEE VERsiMTICAL CAL MR LIONS •CHART FOR QUANTITY ''d o 5-ECTION �-- 2X WOOD FRAME HORIZONTAL MULLION BY FRAME SHEATHING +. BY OTHERS , 1447 MULL SHOWN �". �.. 1447--2, 5347. 5347-2, ! •�' 5547 & 554'7-2 SIMILAR (. _1 .1iom an of Taxam Lp HOR►ZON1'AL MULLIOt 5 6005-T5 ALUMINUM N A-A EXTERIOR r 1320 CUP INSTALLATION DETAILS WOOD MASONRY ' ROblrt¢ZA'• s t FRAMING INSTALLATION h'`do . t� 7 "a" IwMaMr�► R, t$ 06 pTG lC • CAS rt. ccg3�a treat, sits c—�s NTS EN0050 5tibt R 4t51Grt AE: Sir . Rot c n� ori6 m5S• t>E Gaf tfir tt lid;, 2 GJS ►fors Ut-5r:0-17'61 ►ow J2t.jfc-t-t4 -- SHEET NO. 2 CF' 7 7 . 1 - - - - - _ r - j - .:t rn . . .. SVR o f G tcyc EXTERIOR 1445 MULL, 1445 MULL. �xr��io� HORIZGNTAL/VERTiCAL, TUBE MULL CUP 1320 HORIZONTAL 7UE MULL CUP 1320 EXTERIOR SHEATHING 1/4" SPACE MAX. 1/4" SPACE MAX, BY OTHERS d a EMBEDMENT' E eEUMr NT N 2 1/2" MIN ECCE DISTANCE ._. CONCRETE OR CMU 2X WOOD Ef2AME ;BY OTHERS BY OTHERS CHART WOOD SCREW SEE '� s 3/16" OR 1/4" L)IA. TAPPET FOR OUANTiTY SEE CHART i1/ TYPE r�ary o-a .. FRAMttZG INSTALLATION flODQ MASONRY INSTALLATION ' ,. • , ' ./ _ of Texas Lp .1 _ __ < :: . 4 " HORIZONTAL MULL,IQN5 6005--T5 ALUMINUM 132Q CLIP INSTALL.AnCN DETAJLS WOOD MASONRY r 1, U f;4)#� jl OYtax z " }5` 01 4C. scoot, 5v ,s c��s NTS uC �EN0050 ��; f 4r ofarp� k0�259}Sw►Sit-iQ-t13b fia J2— •title c SHEET NO. -- 3 nF 7 i SVR -tot Bloc r. . 1 3/8" MIN, EMBEDMENT 1 1/2" MIN. 1 1/2" M"N. EMBEDMENT EMBEDMENT 1330 CLIP WOOD SCREW 1330 CLIP SEE CHARTS v n• 1330 CUP LL[U N _ 1350 PLATE WOOD SCREW SEE CHARTS N. TAPPER SEE CHARTS 2X FRA.41INC 1350 PLATE ° 1330 PLATE BY OTHERS CONCRETE OR CMU a Y OTHERS CONCRETE OR CMU R SNEAIHI►�G BY OTHERS `* EBY OTHERS 1 X BUCK BY OTHERS 2X BUCK 6Y OTHERS CAULK BET�YEEN BUCK AMID CONCRETE MULLION TUBE MD BY OT14ENS MULLION TUBE BUCK COONC ETE MULLION TUBE 1/4 MAXIMUM BY OTHERS 1/4" MAXIMUM SPACE SPACE 1/4" MAXIMUM O SPACE 5ECTION A--A SECTION A -A 1330 CLIP INS IL 1330 CLIP INSTL ECTI N A-- MASONRY 1330 CLIP INSTL FRAMING 2X BUCK rd t � � f ` r, • r. of of Texas LP' • Tom: HORIZONTAL MULLIONS 60O5-T5 ALUMl�ruM 1330 CLIP INSTALLATION DETAILS WOOD MASONRY ' •PobtPts ruts!f zt r P. lCG �S35 ce, .a ed tucot. SAO C-x5 1 �TS GENOO50 caS!(h`i DATE' BY' r Rot �• ¢>'6� s?,2-95.5 ► .. .........., F E Cur K , Hf+7►,=y +9S Sgt-t4C-t1JtS Ccs }�t.t#,�.t .. OF SHEET NO. r r 7 . WINDOW WINDOW WIDTH UULUON SPAN MULLION SPAN WINDOWS UNDER--, ANCHOR TYPE SEPARATE APPROVAL c CLIP c ,�, !�4 TRAt1SQ!� /r ANCHOR TYPE D ,_.. DO E HEIG►�T CUP . E WINDOWS UNDER 7 SEPARATE APPROVAL 3 B�� � MULLION SPIN WINDOW La B HEIGHT A rj WINDOWS UNDER SEPARATE APPROVAL ANCHOR TYPE A jf CLIP YI$TICAL hIULL14N SEE CHARTS SHEETS 8 AND 9 DESIGN PRESSURE A140 ANCHOR SCHEDULE F T k IV SEE CHARTS SHEETS 10 AND 1► FOR MOTES: DESIGN PRESSURE AND ANOR SCHEDULE o t ALL ALUMINUM ExTRUS1ONS ARE 6005-TS ALUNiN4►�, o 2 CONCRETE CO`APRESSIVE STRENGTH y LIGHTWEIGHT HOLLCrW BLOCK TO QUALV STRONGER MAtERIAL. 3) r OR AN04W tYPE AND SPACING SEE SHEETS 8. 9. tQ AN0 t 1. 4) PRO?UCT AND INSTALLATION CONTAItrE0 HEREUI CO"dPLIES Kr1TH TIDE 2004 F ORIUA SOLDiNG CODE. SEE UQLLION C►',rsftTS FOR IjAXI IUM, DESIGN PRESSURES. LEtvGTH AND ANCHOR SCHEUVI.L'. 5) THE RESPONSIBILITY FOR SELECTION OF S+ NDOW PRCCU0IS TO ME r A44Y APPLiCASLt LOCAL. LAWS, OUIL!'INN CODES. ORDINATES QA Otj E SAFETY REQULRE,VENTS REST SOLELY 161TH THE ARCHITECT O£t t ENONEER, I VILOINO Oi�NER 011 CONTR ACTOR.$) 'MNOOWS ARE UNDER SEPARATE APPROVAL. 7 IF MULLION SIZE IS NOT LISTED W CIfART ROUND UP to T1•;�E NEXT tAEt St SIZE. • • ,� 8) PLATE MCHOR T4 BE VSfD WHEN Two. THjjFE. Oit FOUR SC ti5 A om£ PYT14an !o KEQULLIO C SiZE 6f tjSEO W1TN �tvt I. CLIPS 1438, 1439 ANND i3 O. VERTICAL IONS AND 6 ERAL ALUMINUM SIDE SHEET 7, ` ELEVATIONS Atop ENERAL NOTES 9) ALULLS CAN at U5EO mrk ALL PRODUCTS. SINGE HUNG, PICTURE r i-I.F%tr 6na t v�� Daw allo >IcRfza�Ir . RaLLI s• hodcoa P. ray'T R 9` 18/06 GSSS :�. Co4axat�5'deet, But# C—�5 NTS 0049 fo�r d ?tMls . �_. ;CrtTt: �", FdFE Ctr4 .lJS a J21-�9m-t7Ni hex J2t-i5d-i9 -- i ` t t r ��t�,r, � , `•.`` ',r' SHEET NO. /ttlltlilri..�•••, SVRLOt2BtJC #12 WOOD SCREW SEE 2 1/8 MIN, CHART FOR QUANTITY EMBEDMENT 3/16" OR 1/4" OIA. TAPPER 130 PLATE ANCHOR SEE CONCRETE - CAULK BETWEEN WOOD SEE CHARTS FOR TYPE OR CMU SHEET I NOTE 8 OY OTHERS BUCK & CONCRETE BY OTHERS CAULK BETWEEN Q SHANCHOR Up Q 13/8" M►N. EXTI~RIOR SFIEATMIRS a E BEDMENT 'VERTICAL TUBE MULLION 8O0XV 1438 TO BE URAC WITH 1100/1900/ IX WOO .O BUCK11!1970 SERIES 1/4" SPACE MAX. BY OTHERS 1/4" SPACE MAX. SHIM AS REQ'D. ii 1350 PLATE ANCHOR SEE SHEET I NOTE 8 2x WOO ; AMt: MULL CUP 1438 BY OTHERS1JLff MULL Ct_!P 1330 1448 MULL SHOWN1448 MULL SHOWN 1445, 1445-2 MULLS SIMILAR S CTI 1445. 1445-2, 1442. 1330 CLIP INSTL 5347, 5348, 5347--2, SECTION C C 5548, 5347 & 5547-2 SIMILAR 1438 CLIP INSTL VERTICAL TUBE MULIJON iF BRACKET 1330 TO BE III USED WITH 11Qo/1900/ MULL CLIP 13'30 `n 1970, 1450/1550/1570, 5300 A 5350 SERIES 1350 PLATE ANCHOR SEE 1418 MULL SHOWN SHEET I NOTE 8 1445, 1445-2 MULLS SIMILAR MULL CLIP 1438 v "� C� a [ EMBEDMENT '� SHIM AS REQ'D. " 1/4 SPACE MAX. 4 CAULK BETWEEN - SHEATHING ANDA CUP flJJflI 4 "-CONCRETE OR CMU `------- -------- BY OTHERS Y � � 1 3/16" OR 1/4" GIP. TAPPER �S � 2 WQOO SCREW SEE SE£ CI�tRr FflR TYPE � ,� CHART FOR QUANTITY 2 1/O" ml.14, EM6EL}MENT SECTioN A--A Com mu a "Te ` 1330 CLIP IN5TL 1350 PLATE ANCNON SEE on VERTICAL MULUONS 6005--15 ALUMINUU SHE I QTE 8 TI 14,3$ & 1336 MULL. CLIP INSTAL CATION DETAJLS 2x `FOOD FRAME , 1� Rat a EXTERIOR SHEATH G 143€3 CLIP IN IL OY OTHERS ( Howie18 (?6 BY OTHERS ' tsss . c �s�cat, NrS s„,c: �s GEN0049 sr►� scwor� Qnry 'j_ � f . �z�ss:r ate,ue .. .541 . Q . fxor♦X2l-E4C-�7ti P4r ?tf� 1>!P OF 11 SHEET NO. i � , 8 . 1 r�ftr t i, y r. SVR 412 WOOD SCREW CONCRETE OR CMIJ 3/16w OF 1/�.# aIA. TAPPER 2X WOOD FRAME SEE C1-tAl2T FOR ts4AX. BY OTHERS SEE CHANT TYPE BY OTHERS QUANTITY USE ADDITIONAL ANCHORS ONLY IF REQUIRED t£E CHART _____ IIJ\ _____ CAULK BETWEEN waoo ° ° 1 3/8' wlN. BUCK & CONCRETE c EM6EDMENT { BY OTHERS c EM8EO €ENT .. IX WOOD BUCK. 1111 r ` BY OTHERS jJJ 1/4" SPACE MAX. 1/4' SPACE MAX. fif HORtZONTAL/VERTICAL TUBE MULL CLIP 1320 EXTERIOR SHEATHING BY OTHERS HORtzONTA1./VERTICAL 1445 MUL1. SHOWN TUBE MULL CLIP 1320 CTIO- 1445-2, 1442, 5347-2, 1320 CLIP INSIL 5348, 5347, 1448, 5548, 5547, .._ .T ., 5547-•2, 1447 & 1447-2 SIMILAR 1445 MULL SHOWN 1445--2, 1442, 5347-2, j HORIZONTAL/VERTICAL CTIQN C-..C 5348, 5347, 1448, 5548, 3547, TUBE MULL CLtP 1320 1320 CLIP INSTL 5847--2, 1447 & 1447-2 SIMILAR III III I III III I v� Q.) it USE ADDITIONAL ANCHORS tin iii j 1/4' SPACE MAX. II ONLY IF REQUIRED SEE CHART HORI2ONTAL/VERTICAL EXTERIOR SHEATHING TUBE MULL CLIP 1320 a BY OTHERS 1 3/8" MIN. 4 a EMBEDMENT 1/4* SPACE MAX. 3 0 2X WOOD FRAME ( d a .E BY OTHERS _. _ 4 lit! • 3/16" OR 1/4" DIA. TAPPER SEE CHART TYPE } EMBEDMENT -w------ CONCRETE CR CMU BY OTHERS A #12 WOOD SCREW 1320 CLIP INSTL SEE QUANTTYf T FOR MAX, Corn any of Texas L ' i 7E { I� VERTICAL MULLIONS 6Qt13—TS ALElM1 U4 1320 CUP INSTALLATION t}ETAILS WOOQ I4ASCNRY 1320 CLIP INSTL #,' ° � �< aTq uc NTS �Sss N. C4gar ei�{�tree� Su;{s C 25 I:A GENOO49 51�! €Ekts'cN CAtE (FY + RucktY¢� . .gcido �,9'S5 ' F Ic- K tt rKt » s la-e4o-tray r,:_ apt oaa xr — 30 11 SHEET NO. , ;1 ,, , ' SVRtot2Btoc 12 WOOD SCREW SEE CONCRETE OR ct�uj CAULK ETWi�EN 1" t3 E 12 WOOD SCREW SEE CHART FOR QUANTITY 8Y OTHERS BUCIS & CONCREIE CHART FOR QUANTITY 1 X WOOD BUCK By OTHERS OY OTHERS q 4 a Q 7 /4 1 2X WOOD FRAME 8Y OTHERS e 4 EXTERIOR SHEATHING t 1/2" MIN. t�Y OTHERS Ehir3EDMENt FEM MrP1. MULL CLIP t4394ENT VERTICAL TUBE MULLION -- —__ BRACKET 1439 TO 8E USED 1/4" SPACE VAX. WITH 1100/1900/1970 SERIES PLATE ANCHOR SEE 1/4" SPACE MAX, SHEET 1 NOTE 8 ill MULL CUP 1439 SHOWN 'PLATE ANCHo SEE MULL CLIP 133Q SIhR;LAR SHEET 1 NOTE 8 S -.LON ,C 1435 & 1330 CLIP INSTL 1448 MULL SHOWN MULL CLIP 1439 1445, MULL SIMILAR 1448 MULL SHOWN MULL CLIP 1439 1445 MULL. SIMILAR PLAT£ ANCHOR SEE CflQt C-Q SHEET 1 NOTE 8 1439 CLIP INSTL 3/16" OR 1/4" OA. TAPPER SEE a� o CHART FOR TYPE E 1448 MULL SHOWN 1445 MULL SIMILAR 1 3/8 MIN. MULL CUP 1439 EMBEDMENT -b o AA V � z Y 3 PLATE ANCHOR SEE SHEET 1 NOTE 8 4 TUBE MULLION . YERTIGAt. BRACKET 1439 1'0 8E USED SCTIt�N A 1/4° SPACE MAX. CONCRETE OR CMU W1TH 1100/19{>Of 1974 _ 8Y OTHERS �-� SERIES 1439 & 1330 CLIP INSTL 1 1/4 M!N. EMBEDMENT ..w.�.._._,.I. . EXTERIOR SHEATHfNG 6Y OTHERS ,� #12 WOOD SCREW SEE - \ERfCAL MULLION$ fi 5- T5 ALUItINUM CART FOR QUANTITY TI A�— — ' 1439 & 133Q I�P INS CETA LS VYC0O MASONRY 1439 CLIP INSTL, • 1 i' rx aAo�,: � I , I �d� a L ?Ga�3! PLC sue! qn+ ti }s r4. Ga sb�t aa�, s•4•te c— (-.----..-.-- F" NTS GEN0049 c*if �r + e f'tt"o� • 953 C1r4rr eC. rsw' `vD. �:° ?S vtbr�.s2t.t 70.t r;lp! r„ lit.!! -tt rJ OF Ii SHEET NO. 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Ve d t#ra≤ Urda`,g2 A 7rni lk im!AA.` *10A is k1as: •kAJitARo A.YD STEF?StCPe AYi'KAS'lfltSh Fa rpd :aytS prar�t Cos FA3Tt2fFKS,Ud�dryyk�3(('Y.`Nr f',iP. c11-*I-t f7%-c C.ntt°Q3Izt of it CIMZFAP E:WI{QON4T Y3t"J 'Sk$i b'6' kit Sta'at�f.WR,ro[�'gt i2Rd T at a2[Dz,Amt:arrster.f i c as :6 dtikaA 'P s sieA@:hndtattack.PaAaM %s sSac#a axs qk dx Hoed t Fs,l .5 rod 11 I,.t- r 4114 wt t into R zder vt d flA " t Chw a Ya 5 xi 1xrapt tlu s F. tQ a&pM wtl;'Luk:e as!td iE 5't rao v 0 sc +!Bk7t r a ttr atvaas`rhoaaJ nEuzsasaW •rtKMYEt ATFGAkrlfvstse.c 1$aSath or sdrs4t ves, .et sto coat Ft Dt' t q oeiu's Fryia eyed Oa lint sg4i Zxa WV(bD resat ei #d re 4.i nded rY �d.d stump.pea. i eta APPL.ICATICJN INSTRGICTIQN A p p �cf gyp!g ry �tA fiaod rat Ev3t a T(of mzaa fditW.t RESiSrdiVsr '-1HAt�aD SEhtitN,k?eu sPs+te`a,t i s k'xrmt sraxt a':at twat FRA.N.Ei Amu laci talcr,nk:.z Ord. tfi;ay bad CM st�'f;Jtt E" aaD t'aratal rtwa f !4 S&'rd tier tl'' ra'A ftOltGtFtt?CfttQ kSE"iAl C £ Pr�r.�en.�Q tarp 2'st idd Eta lots cck b113ta�A St totsFN wA'aN(#L '9 IE�ky><t5ra kY a7:rr i •cal 1. 'a0C.9d: art¢ 1.4.` a xa(ttnGl r R TtR CD AVIn fa 4a Af V%V tab a�sesA*lily!.11114*1111 ta-bnx to ASS3t a C44 ys at Four Nail Pattern Enrhsh Size Shute:t2`x 3W(3O5-9I4mm) +—,P-43 2 43t+mt 11'-tt 27}�— S€€1-Scol�!r?srre rra Front r. r-' f -z,r(1-E3arzr t a- ,- E� �T r- °9Yd °v o'! a 4x" �11A4r-L lF6Csei ffies asaw . tram amts air �ssa1 ...iw ar YofaS#err Aaatkaxct at aava ask rF EW,art crating sus as by wa`bxk Vt cc%e[111 q sti les tst a xt a ear. as tt ezw�era vtm t ct au o tea E A �s rr 1a�s* €d acs its r a r E ri s�ts.t tags va�e c a y.acs rat ne x bnt a c ,r�(�s.ort my r d fJlX1C sr SYs ctf ors Led Cyr Er 4 bald } *sF a.-oe Q tito t era r tr 2r 44 043 a is x dais'aro 4 cis a zr at R nj�d as kxu» r�1AtiF: *4 a4 iNtltryet'a.kstai 2 Psast( 11sIs ai• �y r(i a ve +32t& aasmbtk#TTcrfr[taSeQSeal sy r a zb. w .wa�• FeA3warriaeawe,5& ;.wktirarac RS9ka b t>ri".;yf -I,-- Require A Six Nail Fastening Pattern? + (/] Use¢e due0or above with the FJi3QV. rtdifcakn; ° z mac s�c.o H �. ',a d Replace the f ow Poo fader ng k3Cbbors with fo,q fastarax�placements. + (n a•OW-4 Etc Ua > I( Place:tro fasteners 3`(229mm)from eitt}er end+t i (25mm).and place r rmw ry.aas� `$ we ad3i onaf'as'er 3f3 14 ($56rr m)I ocs a Cher end 1'(25n m). Ab. r a ma a ai a,v♦. o 6D .44 be ait�dc,r>if rrp wya ZY ft7rst 5cdvntw9 -a.at sa aka O O I- 1[ Q u ¢ wm J J 2 Second and SuL Hip Wall Flashing(S1oDed Root to Vertical Wax) a— Z Stories Course First Court s&gtsis a Courses m and ftf . S +V?D�y saran. 3 S`M ana veA::aa w$A 4ra¢rr es tln4 agn3 Cra V.*purse S`-vcs nay be Start to sacxd 14r9 otis i 3Kn's tat lid a tar tab n,T&,xd.Co,&t Ca L'st GK1+.C b9&P4&Wes,a ex ling a Op 1 a rhea 9d s'ir el aro Q kW Eton l to rgtx a VA Ea afk DO HEST 4 s`i rRs st $t aP U Foot mirth tit srY,eCtart cew%A L2 a mvi:^q t as kkws C*d WL:g{.ire 19 ttA tsadt csutse atrPlc as stares P a ka�a may from p,er°aa3.'iy wind d4 c@ca 0 rtaaQ rotand cstt t2t fxthwwsairto11e ws Zb2tarnS₹r3ea a' 6a' id Praxdun ram cant an rxor•edbaM ou!tr.1(ana y ayx da a �,'es. caws n deck 1a a" r."tai to 3to ea:r tPy0. sa waA west re,!a V s awl sx,era+a—+� +—Ss'.p 11J wet r J =s try srt toesas 0 3 NOTE 5t EF a w lima e#'+ar CtD.Srnr�a Y�(90.�S�-ar! K a r oar fyo a Mc+ 0 e�a► `: " .. was (eR a It 1uxd a sm d e'w rats r + �W r: st6 re'ts rxAi_,p a'(iA2ranJ ,, r�aa�wrr a s;ixrm�t k� Fa rnsss•1 RY m...bzs s--�----- ,rwro •xa.u�aat ask. s�!. r �r« � R�t ,.+'' so ,<C f °P°°°"'y r:a1 s as i�E3r<mt / 4 Gie�°d�1l rca m Sea- 3 pMwY rL d aY.ai"6I irha(t 4,� `: /J /1 oex x•P ISp�yye�e�•rc3 s�j°- Y pump•any�7 " " 7trt`.+!.L' v) <f d•ss.•tturwd;.c,u. SF.s cn.H. s. •a•aa•a. ♦ '�''"*d aTa fcF-�rayu snafa'io a' r'rW uei c§+'+ia Gtms s^oL�O lea w» 1 a:sa x.n,ee sse wvt cow er Y(t27m*d uwu.s Cep,3tv^�p..���x a₹ei. O • r� O L rt��•y ^"``� i/4ntat whir Ei�aS^a Corr+snl O Z o--'{.d Dayt Chimney Flashing Vaxsy Conaiructfoa-Closed or Woven vaxay valley Cons (Staon co7 S9 14 vasty C�„ttr aafarr ci�aed Cast �aecautioaa rye. tam I-s)ICcs.'y dx AtoeIIrp e.Pt sta`e ale $I tt as c't acW cs ma. e•.,t eaa:4 d ttr r QRk`.y rEa voar�rxitt qi a artas -q d sift q colt wean r6 .,ae:�s � a 2 ....�,.tr{ V.:ay:•src [ksa.-.r 1 Oo:aAd b4nS uQ w•w,.,w«y• y t n M,�---_� .,r r e.3 cr,.rz..a.. �,,,,�, 'oE eSg0.War 931�a4 a at dhar taaS'o sepz.�a sfvrgtei w "' w'�.°�c•.w�••t..-+s w, :'a :, , ° _: _ '" �t ¢r.a .a.r i.W: k ti 'F S&:"*$tan ras Y'vs brD'<ar+'r to`Q waad`at a iheY ftr i`mf .ee-t artx..x ,�- "�§?; re.e�.wa ,.,+�.v■ :x`zs t ,+�ar r,. tnat`utt , 'P, « u a.- "3; ..r:w:'+•ads xc ""' '�` "�'' i Sk�1ni Ltrt±e va;$-ltd aK m �tp'f a3`C Six onfbl r.:�y.•a+.y,.e �s3a 't `.wc3+ :«arxssr..a "" ,' '°# a�.'w rs r p a' s� sw'atta.'d�at .M'We�dtftas A' aR�,..++.�++ :.' ,., •..- x w wKK.�s �' - „'�,.,..tabs �,'a• ,� r'C retiE4 eC>a�nSan Dot paten an tt D!a t'.usr L .o,,....a.p ,.-_ ._ _- `" n,•A:a-.Y"" .*—,� v°" P,. s'*'e'.`�„".�. y Dra;atmd 1raa�eaLier rr1aa raze at iok s3.6o mA st2a rzx scram PKA rzin's, .� . �-.:. .,�i osy� _ .._s` - c ae w- r K-+�.,,�'A ;p'"a'�`4y r tE`-t'•,y W Swk�s AE t0 d ioWt f r%*to s6-ed oA weL Z • —w m ea's.t 5. sha'rq;cs an(a bt aqd&r' PROIRhGfO(X1L0 Pa≥ ar in 3acas when ai'btrnt it O w + M:st a se.-d cm fA ex�atttd diet seine Daunt,d'4 sti :ts AM W rid sub's. Z N iw Z yP�,� :,�tY k!ttasisa4 irairsc£mrvt, g W Q � .+ urns,..•r 2A+a+rcEasRr !"MAOR kLob Ra Roo e r �r Rest r r�StP n dYr S a �3sr f amt `'� c o,,a base x Ss any a�o'ar7 m s�m_yh Cr.epr s' ba salt U a ck y. SHEET N O. r,�uw Y,r a.. sTsgies Pan#a srr5oat mr≥'ni Fas.cxss rth.5i 5t d strt.;trii��Ukast thr dad at teat'ale(%,Tm a Wd d ^t�'.xd Pore*oatar abet LrX 1a Q&1441. lkke SF'rqes cam bt zPprf mutt ba1d's`syxs brae Prerau',o4 has 6ttn El'ui �rtnar as aecaF'.alit sema3a aru'act,'.hts D3r°uJeI C[:5'4 back of sbFOtas a4 ts.d a'a tusxa ti ajiqin=<raas l+teaw 14tas rtta� rte abaes R 1 t ra4 ease Euua f'D utkrrrrnt fn mar to a GTav A f'b:u+.rrr k scyl rik r Fgt�EZItiCC�ldvuiFY r�r A cc�of.w Lss101YAEVvmtt�lyY cYvp 3 CQ IN Moo,. c'o-ao11A 11Q 511 a,^v ab'zaG?.9ari aQ�.�L u:x Prss`+2 sT sra:r.R;w1�a:t, (�F Via' C zi eatxe vMttalaanA Aar Se,'aLioR hvR pcl'ict tatruct•xY die kt�6 9f sr at L SVR Lot 2 Block 1 ■�VEM41) r GENERAL INSTRUCTIONS Roof OEVIM Fa tae at rrs a rw WA am ra�z.mxed.xvwwxil gnd 6-ck ft"Ga raga d stir-ssata•y rf' aM a smE a 2 A k p dekct ES'BPto.uU zd 7ar1 NtA ft(.�1r vr3 kwn Ya v akc>aa a}�vS qi t to i;ew t t r rda4 sea ra Dh 9ka Wt sued da6t d sb r Sal besire on Lht 5C1 A tY and Sa o$a swtsx as 4 Ca2rq a1 rare i Ylrc4 Amn b at ate'cN t'ZSnu a'd 7S(%k a n b an e�1 s if a to T 25 n rq g Ume W(taa I4 H Lt aaax 'a w,'+a'a a Ctss(t ra q to f rci a.*a deda kst b iY�aad� Ww 1�Y(t a'#�CA,iM s r uw!�1 p- rd 3rr�h^s J�aalaytrs. i1'>•gW-ad Da d?ast ['�di Sa '5an ►sul#ad deck '.ct aaE a:mG h rriF NDTE ?tea?d�,ea Tab aiScsfl;a cw ewsa d"sfvz�p d Lie at�`a. ►j ty C.41tG.Rcof€a fs art ez�a bs .p meat m( d�Wu to ai aFm d s Jo. Far ru wi d r�rs'arca dlu ra es ap xA s a1 y as Fa moray rarct and eac!xtax n � . � Odes 14(t tin n rdd^ sd aA Gztf<rd car t 7JMBERLJNE40 •uNDERLAYl4�'4Tt •oat°�st+aul sfa hat r"ar'1 ktxes w•* <e 4 ptess,rrp CyDT@ T e t etr t s@ a ts.t dadi star[• tt to ay ee 7iMBERiJN3O d-fir d tfY 6r. rd pmm- �s Sara rrdo 3 f'CI± k5fwmra d�,ar rain►stt rtt�a' �t� �19 bxa ct p a&a+R sto at IF Lsrar�a aba rr i`ad�f wag ccdt kept t tFat sta cox a yo-Y oral E+c#•p d brpi for iY rtrgwraaw;b.Fr ors as ta>�rfaya xd b to bt 4'd .54 a,�'if1YdLC S7 PS"a34 a 6aaCw-4ype �atM 4:Kh of GAFA1t's Jlii:'pJFFAaEt"r.. ;Mrt%td 4s re afl Bd ap* •r F SStE O;d rt want bt u'a:.ed faE,•w2a vet ks. u5m dthA adhe" Al4F�'t i;U. i d nxaatxrsad l8a' r$c caaJ<d ataaE? •MASM0 AND STEEP SLoM AFJ`JCATP0?M not road tWu:ar 1}z l 2t' aTaiaaik'412 rs ta4Lh tsat 8P tic rt �(t 75rk anr$,•.��tt ha[da YDT Asa oa toff at a s w��s i' a ae r� zt 4bt acid by (a?(1(`•2�urd ns]r.Futerws d ad ke txq e ,(rta� 4e war +`t at ka$3 t' '3 a my� htn4 udi .Attx tmtai ltd ta-,1u p'ace,a t ycat-sG-4[ohs d dir t 2D ad'ra Ire mod chid a S tltral 3h Cie?y'+nwd dAC*FE e4 aa„i k CrPstri T.51 ad t 1!V At a$ ed�rTad ., :ar'e aksa"lT3 s"1r5 r;tui ke D'rsud;sa:y r L'U aS-� Sae d t`a 3YY jos Q.Y di sq rd]cs's.Mir sh d.r+a3ed fasfdas'i ir'ariaa ado t'a snt. sew ►a tT4at"¢:Ill si cI 4v r .i a,ee aFwn xra44 s'ed •EP0'oittaT5�('((127rnag Cd PR j/(/�,��{{"j}'j((/ �j /J T/�^^'{](/ (((/1T//(/v(//{�j) H£5 S$ a c 4 3i6 7 5(i F ea rra9 b. and Stand (S a ND i04?G a i d Ya 3 aza ttm[kat 3 p Ye s wk a1 ■ l , !A../f i I l\./f'J f> / [ L V�./ f (6!l >/ arG*>D F S',J4D S 8NA:^ID SERLfrKk T1dk sti.• s t Y a s{ :ai 4tttmal 5caaK Jctt uA rRx a ctee:asa cnnat F.'Ur RUA. id ee�Ge trkzr9��a rNulrarsk.Ys. (Ir(fi bIX.�IM ab+�d!i 7[ .K a��AC3.rio8 k t�!4 al@ aC� 7' ? •NONd'.ORFMI'Kw GNETAI DRiP El)CaE9: aCtYEtlt�'tii2d N3hC f�C!Y'st t3vt A n..es Sx�k k FaC"er 7J1�t tray not�dt J# C SpC+i Y G an e`o t ef,orf aY'uaRr at daaR�D+x�h p�i^rual Gataa. r ds A a e ae oat •€e0 s a Rears ar N P4 Tttx I or SS'[1C LEAaE71 Fa ra as ea'.s t�er tnc thst cirf e a to AS 41 seafa Gera d`y.Ca tr ctr:q r seat.Fame la scat W�A Uwe iaaiei$s four Nail Pattern English Size Shingle:12 x 36ilS tti•(305 x 338mm) 1 Under(aymer1:Standard Sioga-4I12 j333rrurdm)Or 4 UnCertaymcwrt Low Stops?ltl 4112 5 333s 'aa} A,VCrtaasu d k%!K y=rd caret d will$t dwd« :nett iskay lap h�out CU AyptxS at u der ar�at sad aara floe aç crost 14" rice agd nt—fY-1�{?CS`5taT) 2-le{3 SaSJ(tyn)—► wra•9mL'to.,dye;euotmAtordd e a t� ca•redaf•mYY 6 �n 4trws da�arr,tyt as aiuvm ey s o� d 1dE urllxrn n�bct +a ► fast n( N6T la 1 ed q at Aa¢t sofa/d ca+v r" ?si41 says asZ q sarJt x valarai Cp pDoy [afar 4 old tg s3n rks Ua 6Fnd v mr}`a ca s fans At ems and wta�a o caa t 2.2•t7 t3.t4iars} r r—-' 1.2-2 t?{t Edmm}— i deuC t p jt nn 6oIto n s(us of ttngla Ap ba d r a e�kt E Ea s �p a u4 andarp G at L7 11 t 6�arr q Fast q meal m odart� (1Qr j e a dF2 61W ) - cxbxd 2f(S`Qrxn}GeYond lit cska raw Eta. Sa3 a•a Ica area deb l ant sn sot erxe2ad,u st2J 2 pFss at lo7 Fasten: r tas�!q = y+�cnsw ref`.�`g. ra•�« {t331aCtt f oNOTbe a&S bx2s a. �ae�•• ',a►a,aw s,�m• d rr = add { Fa ten NOT6te x a jay`(tW,}+�Or itas. aRequire A Six Nail Fastening Pattern? flee,err y 9„„ , p .ea EUse Ute da ectiws above with the foitf'iwincg moditica:rort: r r h a W as tp xa.'asa s a o o asst z RTepfeoe the inner two fasters g locafons With tout taster kq piacementS. �+s t e m s e a p t wit mra war(lxnu cr wotrq 3a Ptaoe hvo fasteners 8'(2O3mm)from either end+l-1•(25mm),and pface w a o-4•4• p w two additional fasteners 15 (391 mm)from cutter end+I.1'(25mm). Q J a. 2 Starter Course First Cours• Second Course rh&d Course 6` Fourth and Remaining Courses Q z A,a'y zs sheen 3 S a2 and ran s f i'9 aA two S(d sA w th t rt s�br caw sa.$irGs3 Rfi s Sti t and c n r sec cu t as shown T an 8 (52nan}ban Cx Ca d d da Iran IT (2o r)from 3s 5.31 ahi;le h LI[[Area Ca a said at 4Ydr at WNIeS T4ra i r(432 a�}►ar tnt s'yc s t t[vast.l an cat r e affil M dai s a ast - 'urpb.a09.a J e iil the:.Ka 4 a ad S o 4 Las,r$-i6:1 a i7�e d[!ass lie rod. FrfN S L'aq at Covse rid f 4 Ca-c.e awracISOi'S-as Tarp 3, W s rt d an.wand la d I ma Ieh M r�tt a !€o aR DD NDT r}sN des eta da np L!rod e.ce t d by wade ate.Tie rsu- via 5'(t 21nan)r u i Cursd we a dr h f wc(1 Fa rod. aa0 0 .,y e.a_troaw.n rr ka t proxdat cM ca:sa as s?Carerx mid bie-d on Li ard raw Li-.'a d'.i S-i d. arose da rod.Sinks a eialk drat abort ava-p 6 wusd in crack patarel abrant weh J ra+es rgrl 4 We-ray A ud from aC,sr (r3 0 fet a rgtt!tars!salt S'art aE eNm rake co.�:) _: rut ax.a. r�� s ust -3 ugw- *`� •,. ►vreadtroyaia.Yar-yr(fszmm) G ' e..v.s z y� o r�ic�Y�tr�s*i v� w"' ,` ' ticLas i•Y,�R :Hcma Ccvra w ae•a.w. rm.er...• �' a „p:.itw de.ss f(t,sawo rmc.•S+Yaas .` raw atiryW 7`,rsC t:vyyaw Precautionary Notes Tea nc-a. $eat staates are'er ass,sad-sesS-q asptek ai-qes.Sec sa at S»�uturd '► H p one a1dg. $ wall Ftesttireg fSFoped Root Fe Vartloa4 woit) g ehlmrr y FEashtry 4 YaCey curia uctio s c s foaed cut e�"a +rash!d ta Fa -witty C r oofma.ra'e-A toed,tees a'dnpa Cl be stir a card Fa elaca xi. e taary s�+p.xa.'3ah Cse h and r pe etaçlet aCl at strcrsrt.Te eda,�cs 1.F d s.M. eat be d opaI an x+Et rva sho k a(tzh-at is rt to to srpa•aia sti:rile by apara;ass5AfTDs#F€Tt7t sabmCLdTiPA6ediT iTWWuhwl266.r a w_ '—spa w Ito#QtNrtti arofmrb.ndtes r a«a r,..e. '+ ' % eDc etmadarathera vaP¢d es darnaptd io nd d K.$1 rrx°ats}a a do.t'a W;tr a •6:adbon d(Errls'at5at Efp l R+js.FrX dotbtt pisaTn rk 7 aR�,.-,,:,c a G+.u.;a• 2 Hart%carat 5, ;as ran sit wYi pt t-Canasa d pri I at 6 I stvxs aid tort sN re sts dac with n•x+ ', s. w wcat'ue ate w °,.��fs-.rr> r; d.>,.c. donbpt Ma k s,Fas:ea is suT4 r*earer 4 ear a9PFtc,"shom.APDY ho shay from . . a..;..a.•.c+»ye ti .,. «:esa. °.. a-_'- 1 At e,rosad mas must De d Casa A yv. P wayp oxdcior. np.surfw•,re-.s. lStsegosheld Mtmae4vnr aada 3 !ainrtgb yttt0Fi43"VoStet Z et!z7-• ur / a tad.a t `„mm` ,,,"`w,u4 on hat sur'a.t"'s4 at:ytk tgea i:sa Sorcs i pAis art to bet le ss``A%A/ :� ,, .w sPr a,. Stony{ee rho d prvteciad ticot*,st r"s1wW of pa stL Do nd Qxt rmv sham L •R".a+-.4.cvo,.s -~T— s ei a.#xe n,s a sal.�+tl 's.' ,a; P.'�. aaWr>,A�.0r n sub-gm A9,vtd pr0rbr'2 mist be stwsd x tYs St O d �. e. *nAr 'a pia f( �' lA4PDAAItt P le b iCt a+a!aEtaru adtds i� d;nq a>aN►cadt a > Qp ' n:.rrne.naa '.°� ✓ arm ` °•'""• x oid r ' ssT�a Vie.Fes$ #be Mh s"0. as tied a a(d s ins r( s`sr cS1s t s°tash=w sae•sy -s - c awde a err at aek.at r [o pardraS N �i 4t;z3A w }n.'w" `a''. C(tarda&mCstySpyu d.fmwoCsetatvt�xGastaraxkr t SHEET NO. r un a •'• tdvtt ko caw be a}mad ova a(4 tr „&2 can prsus,-is have b.w tasaa'D�yrotiak'e wit u woo dh Witaa.That k,',vka cIA-4 Gads all at'ia sad at eLea,'t Cat t2 t&nd seC►n revs ttat 3O r p sap in o-Fe tta t str`an sled sad esa x tt sd woad u a R 2 1 uee•..ssre LutS f rd#ayTaed m am:r:it'a Casa A ratp. Thb p-aI d b o-v.in neoan LS&PW WCCS Y a A xyq d ea l 4"K WAW,741Y y as tame rC eaoStlar b prxYt.a de •�Jtd a"wt tt[.`•Snob f em CM bloitr b tarpanSos qr a w�i k-caw.M debtors 1,,arse o1aaSaS p54 a Cr rasosasb 2b d eaaa'a c-arc,SL(,c ®.20 A GAy taavte Caiaainr a tlrgtwrt4.APOtv4.t�3%4 j5451 /2 J \JLJ 1 /2• J \ IIUJ DOUGLE 5 TRIPL..E 4" APPROVED (XPOSURE THICKNESS D(StGN APPROVED EXPOSURE MCKN€sS DI:SiGt1 MODELS INCHES ±.003 RRESSURE MODELS INCHES J.G03 PRESSURE E NMS1ON 10 O.D42"_- PT- l2t4 12 Ifn .040 + 60.0 PSF" 1 26.6 PSF sQ.o PSF / jjj [JJJ + 60.t PSF a . 80.0 PSF TRMS 10V 10 0.O' 2" I T -12V �` 12 .040 6.6PSI"' - 30.0Psr + 60 0 PSF ... � �'�� i OPI 14 4.t�42" PTS� t 2 12 .t�4a'� � 6p.0 PSF MINIMUM 2 < 2 COI�ISTRUCTION GRADS - 300 PSt= MIXED SOUTHERN PINE 01 EOUIV, PSS 1 OV 10 0. 142" +• 60.1 PSF WOOD UATTU1 STRIPS LFP1ON 10 0.042.- + 60.0- 5F 26,6 ?sr LFP1 aV 10 0.0442" + 60.0 PSF 26.6 PSF .ate= 7 I I L______ ____ IZ g N om '1 . x SIDE Mn!1 Off` EAVF r I tUT h;t,� `N• FASCt E. . G I ALVANIZ OOFII�I NAIL o ROOF 03WRIWI � RING SHANK IA. T --- -` :3/1:3" rIEAD DIA. X 1 1/2 ' LONG. r �x► : a is + tArt�aQY Tt to �;rfsas (1 cct,L1(1 It -Ct 1F1 L 01 0 ' O.O. T1-1i THE NAIL HEM HOLES erQ d ctix r t Gt.d & THE WOOD JOISTS. MINIMUM WOOD p- - ____ ,atFs� CNU ..DMEN r is 1 3/8 _ I Alc0 Tilnctt PA T- IN TALL TIO ! DESIGN REVISED BY f IC A 0 00) rfE : DRAWING FOf VINYL OFF IT .. .... .... . .. FILE MME: :.)K52- 1 B DADE SOFFIT 4/99 oY rl p 11"; 4�15/99 SHEET Ito. R vt i4h3 DUto SCALE: 1 ` T j . C S/$' (5) PLY Pm;00D � � ��•_ � ��• 2' X 3'O 15' A' . 110Rlz. sioinc A" _ ourcF4 t.a SUDIfIG c�ICsr. ctrl= E urx€� sal,11�t4 �stt� a� _auv �- TAMWED TO C0t4GRETE BLOCK Pi Th _t. _, Er `• IT 3/16 SON • C"—,,*,,--- niu.L-�{bLO.tfs►s1 [ria�,�.�.rui,{�1 tom . ____ _.._--..a STl)OS Q t l* tilllltt #.oO3 fsRr sw tE OW-40 ' a 4 1/2 0.440'-4&,5 PSP MCO—•1© 8 4 1/2 0.11413' 3t2 FSf 111L4-4) a 4 1/2 0.040 -46.6 P'S! Crt0-40 8 4 1/2 0.042 -35.2 PSF O 8 4 1/3 4.0413' -46.6 Per C�1/l. M$I R04}f1 t .E< 8� tau4C S1wix 4�1.t. � --�€ 4 3/2 O 042' -=M P9 47 yAl-45 9 4.5 1/2 0.0413' -,k5.2 PSF ._ .� -. . _.._._ 4114` O.G: t1iAV Ti#t ttNL Hilt 1,441 8 4 1/2 4.448 -46 f IRUO--45 9 4.5 1/2 0,040` -Y•.2 P{,.F' FtOELS 3c T11C W000 51JDs WGV-40 a 4 1/2 0.048' -1&6 P SF _ /2 0.04 _"- �t1t11 1 3/d' EftB4?itF n: �lk3D-4S � 4.5 4 � --3s.z P<� SIV-44 8 4 1/2 0.044 -4s.6 RV UPb-45 9 4,5 1/2 0.044' -30.2 PSF LIP--40 8 4 1/2 0.044 -4L PJ 010-45 9 4.5 3/4 0.04.4: -8 PSF 1311-40 0 4 5/8 4.042' -41.6 i C50--45 9 4.5 3/4 4.046 -81) PSF CW-40 0 • 4 5/8 4 042' -4& P Z 41 r1() 8 4 3/4 0.044' -8o psr 1UCO-50 10 5 1/2 0.044' -45.B P , i O • CS--AO 0 4 3/4O,048' - a'4 PSF C'1+'4--� to/ ..a s 1/.. 1 .042- -4�r.b 1- - �..�. __ --..- -5T rVID -55 10 5 5/0 0,04.4 ivy 1• -45.S F ill 4TL4Ci LL t .55f 10 5 5/8 0.0481 -44.6 PS IIY+l-50 10 5 1/2 0,040' 46.6 PS:1 : OWC`r-50 10 5/8 4.043' Z � st�7� ei tGsrFlr� airy{ ttC�-SD to 5 1/2 0040* -45.$ Pr OEltlapk4 ttt�1ES: With llwa% €4 10+' f�aCE (9 #tlf 5f1 1Q $ 1/2 43 @42' -46.6 1 7TC13A 41<`t11 .c Soft PAOOVGiS lRr .ifC. >'�0u R t .11D trtt { -,. ,e i4, Z �. 1•n C9t.t¢ot lt0 ttU1d rtrEE04►ao IHC 1i1♦WAU411 1l OF t► : "— �,. Aifl4 0 J579 �k+UJRO FOR 1•/f, $tatter W0 COM1 QlJt 0S. -�" — m� WIGV 50� to 5 5/8 0.048 —46.6 p'aFs1 V Qu: #tom ___ _ - � -- - 2) '+Y•t1.,1S tJc(3 S4fIj3 It} PECK .".ttt1� SO7it; / SOfiti Skull;. 8i 1.5S1 10 5 5/0 0.04S' -16.4 P$F C (Kt D roll MUCTU1 L . WC(. CIA <5 wO 0Z ICTS TIVI c. ' c:u lrff Cl 51'Jtil�, e4: FL11�St�t(tf}. r(C;Et,�tt �v !.(1'1414 10 5 1/2 0044" _=41.3 3) +?U7lI.S a N,�t , EC `ET�kf� PfQGF'ED .01114 A3p'l t.Ll.I ',SAjl�t1EM FUT Or 1101 LESS owl 14 140 5.4. FT. 45 t?E.5(WOO) U SECM14 , w- 4 10 5 5/8 0042 -44.6 VO4.6 (0) of THE s t Tt.Of. A Utrlr) c COQ . �__ � � ° EQ 1ff A C AIre,t.s11;RI:D AP $1EC 0,R £}iG4ti( 1 t �.t iId P - uc t - Qt- -0t 10 5 3/4 4l t�44* —84 Fs �1�'CO��'1tOO� t1'tE 5.�4J11f 4tOltltl+t �O�+JiG COt7£ 1110 TFlE � 4 Est/ & SOirg 'httf1C PIE S.C$t1G 01111 ARE 1•� BC Ft4WLtL1) GS��5$ 10 5 3/4 1,4 45' �°8U PSI' UItl~`UV4 RECUlFMMUffS OF DOS GRAlt > 5) QtST�LU11011 Of MTtE S4WtG / OMT , o .C 'ma WT ALCOA i PP J C GCflE SECT O a Or n C Mill Tilt a t c� ° INSTALLATION DESIGN A RASED u RICHAR aoY frL ,om DRAWING FOR VINYL SIDING tttG1►AA UOYETf4� 1 FIt�� rJ.��.ti53-- 1 Q � 1�7iht 4 U( Etfi cu�ita: 4/1 / 0 racer traa, s • BY: aL" 4: , 9- !1 i � rto, ttd l tangy 00ttt SCAiL' 1/13 Fa �. ��K<=i� 5 -t►�4. . _.- SHEET y.�tr� I N2 SVFCot-2-Btac V MUJi'I1 In C(pl fl fl lr�sl t a Tarr of S s960 roof Vents should corn- (Master with all local sta lords and r c ulatjoos ply � appropriate.saf�t glas , Installation of 838960 roqf Vents should coim glov and oth ' egwpment to v rd injury MusterY ply with,all lout standards and rog fatl`w%. Addinj an SSB96Q �t CAUT!QM; Us a; }C 7prlaf e fety glc' ss s, roof peak gloves and oilier q !pment to avoid in qtr r tpark �. tk` ' � ; QBt iilltll@t.t�t lecatlon pefs: ew CIO aitads loft "- . .,� �. •� ��� a�� ` tnspee-t ttra attic to dd<✓terrntne the loeaimjj gf,rafters.anci oih�r gi?stzuctttx .FS rtiy space the roof vet c lon the width f the or Re- footing � ; �T� roof W1 r C1T g L location of�all rats V l t��h'St?t'Cut�l11 IQjt'$. Center the iz�le txt�tt2eit the'raf2ers:Nv`ithiti 2`frt tn_ihe A of tiro < ralters oq , pe' c• ,, Nv tai as tjr t�f 511irtI � tietetmin= the ( attioi� ot>vnts. ro"eiretlat ciutlirfe for thealo> ,az . crevrons (Fig4lre5) Evenly pica the ra >€gents alaz tli, ridai of the,roof marking ralets the location of"all roof'<enis before cutting holes.Center the.holes Figure 5•Figura 6 as ftei the,rafters within 2"foal the y of its roof.Mark 310" Cut and �1 ep � the o[leil llig: be cn tons circular outline rr far the hole"f the roof.(Figure 1} Ltsiri a= p ltlufe,cutaway the shin es(Figure 6A).Cott diroigh Figure I •Figura 1 �# b the slieathtrl uSiirg a reciproc fir sa,y(Figure,68),Carefully Cut and prepare the o�eaitrt .. remo e the roofing nails'vitlurr3'of the hole.Cut the stiingtes at the g top of the hole to aec>r,n,odate the shape of the roof vent.([or Cut the holes in the sheathiugbefore applying shingles.Shingle up increased Feather prole ticn onuew cozistru Uonor re roohug unit! the lint full cotar of shingles covers the bottom of the ht>ie, ro• applications use an 18' 1W'piece of aril r Watch car Cut the excess shingles away from the holes(Figure 2)(For wa t ....; -., . GAP torinGuard*Leak Barrier.Center the,lek barrier over the '`' increased weather protection on new con4*tructlon or ra-roofing Figure 6* Figura ra 6 bole.Rcr lava re1e flint,press into lace and cut away the leaf O F g g barrier c aivlirt the hole.) p y rz z 3pp11C31rolls,use an lt1"Yitl" lee of GAB�'4�ether`�3tth'4 or � GAP StarmGttard�Leak Batxier.Center the leak barrier over the p g hole.Remove release Abn,press into place and cut a ay the,le e Figure 2 *Figura 2 barrier spanning ate bale. ii l3 1 1 QSition the Pent; Apply a, eI rous amount of silicone,rooting cement or water- proof caull ingt the l ri> ter of the hole,(Figure lA).Slide;Ile Position the vent,and nail the vent into place: �`_---- venf.i lta plae t�enearh the shingles,ensuritrg tUat tlt throat of n The top of the SSlS96O bas an up-aurow funned into the flashing. 1c� vent is centered on the bale(Figure 7B).The shixt es should � Make sure the vent is in proper position.Nail.the text securely into ,, . . .� � � _ , aerIag the top half of the sent flange.The tx�ttoi1i half of the place,spacing the marts every# ap t around fire perimeter.Tire_ Figure 7 * Figura 7 e'er flange wilt be exposedcn top of the shingles. O nails should be 1"f'ronx the edge of the vent flange.Seal all seam and nail heads with an approved sealant,such as silicone,roofing cement,or waterproofeaulMng. (Figure 3) Nall,the vent Into place: Figure 3 •Figura 3 Nall,the vent into place,spacing the nails e cry 4"around .he .... peril let bf the vent>The nails should lie 1°hi from the edge of Complete shingle installation K r the vent tTange.Replace flails ui the clnng,les as rkce sary to ensure Continue installing shingles,vverlali� ng the flange on the vent. �` � `���` ` C'ut the stlingies around the top of thep vent to match its shape. a proper Seal Use silicone,roofing cemint,or waterproof cAulking, `° = = = - = to s al any Cxised nails.(Figure 8) - .... . . �= —. - Figure S' Figura 8 Figure 4•Figura 4 N0TE•In Carada,ally the lag and i qua/ity You Can Trllst Since 1886_._ NOTE:m Canada.arq the W and a Oua/it You Ca/l Trost Shire 1886._ Tirnberlina bps are tea tend Vademarks , y 1 imberline kgos are restored sademar6s from North i 11 nrerlca's Largest [looting Irons N,vrt/t America Largest Roollrrg NOTA:°damen)eIosrmbres GAFy NOTA:SdamBite"nomGresde y e- Timtzii esmmarcasregsUadasenr1a ji and --entffatfoil /Manufacturer TmbeMresonmamasr UgstraduenCarwta and ilellMat/a /Malm/acturer REMARQUE:ie js'!es rams GAF at REM OUE:Seuls les rmms 5F e1 r r erne aani,ies rn awes is GAF g S Te irYlwe sari des marques is GAF Y om m e rce d csaes au Ca taia CORponAnom ( 'O pp �anmerGa dzpe•�°a au Canada OOePOflA71 SHEET NO. IN3 SVRtot2Bt # 1/7 . —.' ' /1/ / ii '/.� ( ri1 c _ tF X �� P 9 Hw t f S 2Ii ti3 `W am.? Gr1 0 7 s3J �C:y J 3T f37s r- � C7f Et r I-�-1 I u . tr? • ` t fit. c "' e�► U gs SHEET NO. IN4 SVRtot-2-Btcj ___ _i >j - 4 '>' __ i/rf � •� � /1l Nj n z13h1 ; S U IIUU! F H liUL! ! LHi' H 25QX33 s w .F. \w �^+� � � � S frig' � t� `•Y c '�' ol rct fry "" is '.fir r3 n t+i SHEET NO. IN5 SVRtot2-Btcjc 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 AB FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTC16 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer CS16 Coiled Strap Tie FL1901 Approval# Epoxy Set FL402 Exterior Doors Sectional Clopay Building Products Company FL4914 H10 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International, Inc. FL45/FL5726 H2.5 Hurricane Tie FL474 Exterior Doors Slidin H3 Hurricane Tie FL474 9 NuAir Windows&Doors FL534O H5 Hurricane Tie FL474 Exterior Doors Sliding-Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors, Inc. FL5538 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 HETALi6 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 HGT-2 Heavy Girder Tiedown FL474 FL197 HM9 Masonry Hurricane Tie FL1423 Roofing Metal Roofing Marlyn Metals, Inc. FL5204.6 HSUL Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 HSUR&26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels Lott's Concrete Products FL 5092 HTS16 Heavy Twist Strap FL538 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. FL7555 HTT16 HD(Tension Tie FL503 HTT22 HDlTension Tie FL503 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL7555 HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL7555 N HU26-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 E HU2B-2 Hvy Face Mount Joist Hanger FL1218 Husze Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products, Inc. FL 1418 HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 HUS28 Heavy Joist Hanger FL474 HUS28-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 HUSC26-2 Joist Hanger FL474 Structural Components Truss Plates HUSC28-2 Joist Hanger FL474 p Alpine Engineered Products, Inc. FL1999 LGT2 Light Girder Tiedown FL1423 w LSTA18 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL8164 LSTA24 Strap Tie FL1901 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL8164 LSTA30 Strap Tie FL1901 LSTA36 Strap Tie FL1901 1970, 1450 TDL/1450/ 1550/1570 3 o LTT19 Tension Tie FL474 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL8164 LTT20B Tension Tie FL474 LTTl31 Tension Tie FL474 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL8175 '� g LUS26 Joist Hanger FL3750 Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL8175 �.. • Masonry Screw Titen FL2355 1480/1580/1590 3 MBHA3.56/16 Masonry Beam Hanger FL538 a META16 Embedded Truss Anchor FL1901 Windows Single Hung-Series 1100/1900/1970 General Aluminum Co. FL8359 META20 Embedded Truss Anchor FL1901 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL8359 MGT Medium Girder T,edown FL1423 MSTA24 Strap Tie FL1901 1450/1550/1570 MSTAM24 Strap Tie for Masonry FL1901 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL8359 MSTC28 Strap Tie FL1901 Windows Single MSTC40 Strap Tie FL1901 g Hun g-Series 5000/5300 General Aluminum Co. FL8359 MSTCM40 Strap Tie for Masonry FL1901 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL8359 MTS 12 Twist Strap FL474 MTS16 Twist Strap FL474 MTS1B Twist Strap FL474 MTS20 Twist Strap FL474 MTSM16 Twist Strap for Masonry FL1423 PH05 Holdown FL503 PHDB Holdown FL503 SDS'/.X1X Strong Drive Screw FL1463 SDS'/.X2/ Strong Drive Screw FL1463 SP1 Stud Plate T ie FL474 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. • P1