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HomeMy WebLinkAbout7848 Merchantville Cirr, - City of Zephyrhlls Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City of Zephyrhills Ordinance #237) Each bedroom shall have at least one window sized fro emergency egress (2001 Florida Building Code #1005.4) Ductwork and appliances in garage shall be protected from physical damage (2001 Florida Building/Mechanical Code #303.4) Tub access shall comply with (2001 Florida Building/Plumbing Code #405.8) to concealed connections Balanced return air shall be achieved through the use of transfer ducts or grilles (2001 Florida Building/Mechanical Code #601.4) Window glass hazardous locations shall comply with (2001 Florida Building Code #2405.2) Installation of gas appliances requires separate permits 2002 National Electrical Code 210.8(A)(2) - All garage receptacles shall have GFCI proteecton 210.8(A)(3) - All outside receptacles shall have GFCI protection 210.8(A)(6) - All receptacles serving countertops in the kitchen shall be GFCI protected 210.11(C)(3) - Bathroom circuits shall have no other outlets 210.12(B) - All outlets (receptacles, lights, smoke detectors) in dwelling bedrooms shall be AFCI protected 210.70(A)(3) - Lighting for A/C in attic 250.52(A)(3) Footer steel shall be used for a ground 406.8(A) - Receptacles in Damp Locations 406.8(B)(1) - Receptacles in Wet Locations 410.8 - Luminaires in Clothes Closets 422.18 - Support of Ceiling -Suspended (Paddle) Fans 0 FOOTING 5C� 4EDUL.E 0 MK. # SIZE REINFORCING UEPT -I F1 2'-0"x21--- " Wf (1) a (o" O_C_ EA WAY 12' DEEP F2 2'-ro "x2'-ro a 11,1I. (1) 45 0 6' O.C. EA WAY 119>" DEEP 0 iluL fL lu T v V w i 38'-S' 10� —011 FILL CELL W/MASONRY MIX TO COVER PIPE. (APPROX. 3 COURSES NO VI=RT. RMAR RE=I REC v-01 SQ A/G PAD SIY✓ -h '— — 1 P H.� >=LEYAt1GN, EV TICOL ELEVATION AT 0'-0' (ASSUMED) l /� �V-0- 6'-�° I'-�" 3 1/2" MIN. (4' NOMINAL) % INDICATES I -s vML i�MAR CONC. SLAB ON GRADE /� iN MASONRY CELL FILLED I W/ 6x6 WI.4xWl.4 MESH IN TOP � SOLID W/ CONC4RE7F- i OF I I I OF SLAB OR 4" VSWr- FMINI= SHALL BE HOOKED FIBER MESH CONC. SLAB INTO 5SAM ABOVE 4 r-TG. BELOW -47 OVER 6 MIL VAPOR BARRIER PROVIDE 25' MIN. LAP WHEfQF ON CLEAN, WELL -COMPACTED, A SPLICED ItWItm TCCWtI-ER s TEfQMITE TREATED, GRANULAR � I s�i i) FILL. i' n two salwoo sl SPI [ COI�JECTOR + UY I ANCi-IOR WLTS 4* Or-, OR NILTI D 3/4' COTROL w W O.C' STfi W- Li FROM 5OrrOM FLATS to CC NCF&-M G �1 2`--tY PAL j BLAND I SINK 2 - �5'S DIACxONA1. AT Al INTEROP, 1 SLAB COR4�RS Ctil:'IGALI 1 r �o LINE fOR ICE ¢ tW W �I BRIGK I� PAVERS ! (91 EVATION Z7-40 F1 32'-0. 1 5 '-0. 9 S'-10.ol � J Styr 3/4' uuo wcrm c uv s>wr OTROL ANCHOR E15OLT8 � JOINT ANCHOR * -w OG, OR HUM �\ )c-C- NAILS OR EQUAL. [/ * 12' O.C. ST FROM SOTtOMSidEAl�tfE4E.TO CONCWT$ 77Tn7rrlT�7rrr7rrrrr�r7/'Tl// 3/4" v. COTROL /Z�r17r71.1�lLrGl�.d JOINT t OL RATION 2. rrn� v x v cm. IK , JL I II 1 N 2x6 2x6 / r/i x a froWJ4ONC. LK ELEVATION a x a X C:X G. i3LK r C Tizuss (OR LVL) �)1 AND TROOF Tfwsd s At9OVE. SIMILAR J � SIMILAR a Si SIMILAR i/Jyl—ItY 20' 4' IQE FOR GD. Si I I , J Ascm FOR W. SI 1�-- _ — • • OPTIONAL 4'-0" GARAGE EXTENSION 2'-10` 38'-a" N 1 -1" 1 , - L I 0 N Q — LU m �4 Q x p FOUNDATION NOTES: I. SEE SHEET SNI FOR TEf"#ITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE FXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.' ❑ SAMUEL A. Gs?EENBERrz, P.E. ""34245 THUY H. HUYNH, P.E. 060122 [l iwN J. BENSON, P.E. *4-r58 ❑ AL 1 ABBAS HAKIM, P.E. �'S6-tom TO Tit E£ST OF M DMR S KN ASXf 40 BEIF, m STI?LICTWf Al RjW 40 6KCPCATI0N$ COh FLY tUTH lit R.ORIEM 13IIWM =)E, SMON I60b FOR 120 M J4. 3 SEWO "T, E*OM "E' WW M (2WI I)ITIO!"E1, T46 DRAWWs AND DES& IS VALID FOR t MC" AM TIE DATA IS S&S AND 6UM. 6610 40 6FA M fOR TIC SMMAR& RWnCN OF T46 DRAWING ONLT. 6b9 � N 1n( p6 X A,g@tl9 E Z ® S �w ift � Y W e ry y I� A ti P ® sin a 1r� s�nC"y7O n C (7 y�� fir V �rf a 0 U R ok 01 @� C 2X8STUD 4 {SEE DETAIL F FOR ADDITION, .Q Ac 1w 0 4 4D m ov v .:N ci. 40 a ate.. cry go co QD m C3 rumem ilLove U8' x 16' CO 100617E LPL RLl AD V (V 40, IN }wWXST LLMIN tom�. ,BAWD KO BUXK ABOW YiUy MTW MAV ) 2xill i2) 2*4 MIN. i'ULT W JACK I°Di37' * EACH 00, ( NOJ (2) 2x6 WOOl2 MADER iW IW PLYWGDD PLITC14 PLATE. LStA3b EA, Ei�? 6 (2)) 2x (4) ��h����tdSIIXT UP JACK FM W/ (V SB"�N i�I'!" * * I� (ROJ Q8' x V PIQECAOT LKML IW 2' IECESS 1=II LM SOLID UV t 14= 4 (U S RAR (2) 2X12 96 M UV (V Oil hN9NA 3XVIM * EACH END (2) 2x12 WOOD HEAOM III% 14s KYtti M R rrCk (V \V� 1611"N ISM 1"E'iA20 * MABOW WM (I) SA V&M MTW * FAAM Imwk 9 (2) 2x8 i4E',AOM IW I/2' PLYWo= FLM2.L 4 (D 8 "N'SM LWTAS * EA. END. PROYIAE (2) 2x4 COI." SPACER * EA I M OF NPM W/ 81"ON I' E1A20 * DASE (NSTALL I -AM ADOW TRANSOM) WALL: LEGEND 0 INDICATES RLLED CELL W/ (1) #5 VERT. INDICATES TOP OF MASONRY O 8'-0* O 01 INDICATES SHEAR WALL INDICATES INTERIOR BEARING WALL I+ ROOF R r I f I I OR OO-441cx — DOUBLE MOT T. PLATS AP0 BAS5130ARID LAUNDRY ROOM/ DRYER VENT DETAIL. WALL DETAIL A SCALE: N T.6. 2 e DIA. ANCHOR ;CERED 0 24' ETAIL P/S4 NFO) 1. "v fSiti w STUDS To SL"pow HEADER -Mile '1wiimu/tiui!!R!llitt'"'I��-�I�'tiwwswtlft_�� ����..Jlaill�wAttw 1 u ii r! a .�w##irwiwwwt#wwif>/wtLJ gal t■ an rt ii C No an © an A ai ♦ ♦ lii \'�- r.- __ ON so anJOISTS t■ iw 'HEADER is • �' ■t no t it on ■! 4 t-IA6TER'7 ■! ■! ■i12'70`k5'-0g !i am PLAT CLCS. I am ANCHOR 0OILT6 !a + OR aso as BOTTOM - r r t■ im �� /� — INTERIOR SHEAR WALL t w t Ton �� I \ ,� =^i i ax * iil at 1 \� .�Ioilam • l t�AW-44OR BOLTS HILTI .P NAILS OR EQUAL * 121 ■li KATE To i�illl ' - s i �Iklr_rrr . i* F. r� f r � 1I "!l31Af►iSi ILam 4" FIETURN :_� son o 1 o; on i a �t� iN a n is aiI B.. _ YER a K �a an -.. man TILE OR VINYL CENTEFILINE an an l.1/w�t/tf#twsfi��tti!t`_tl�l'•-^J/ittalif!!l .flitwan • •- DRYER BE aFOR i! on __ TO Jim e ELEVATIONS FORWINDOW arm f r AND 20'-0'x15'-4' ROOF TRUSeeS am in i i r�LINE OF SECOND FLOOR ABOVE an u_ r ♦ � as ■i no Oman Sp onOro, an L-J t! an it �,� - I ii ON on 22 on PM 0 - • r.r- I I an %A am ■o soon n go ii an on ttan �+��,� it i 010 as w■ �' ..�.,....���.........,�.., -ZTlltf .ituL�� Q i �i 2 si 0ARACiS r.rr- OPTIONAL // ... ' y f Sla MAD TILE MOORING SM Q71 MUNITY ^"CRCATIONS, 5*U0 TOP TOP 5a 4 _ -{Q INSTT,�b�l.i-ATION it+ i �t�4111V�'FI`T�J -R� FRAME '=Lif2TcINICS TO MD LATEST DATE IDESCRIPTION REEVISSIOONN DATE : r 09/24/03 _J FLOOR PLAN NOTES: I. SEE SHEET SN2 FOR COMPONENT 4 CLADD INCH DESIGN PRESSURE TAPLE. 2, SEE SHEET SDWi 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. .ALL PLUM3ING, ELECTRICAL, AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE, INSPECTED, AND APPROVED 5EFORE REOUE5TINCz THE FRAMING INSPECTION (PER Fe3C 1or;lfo) 4. *-DENOTES EGRESS WINDOW 0 SAMUEL A. G REENBER3, P.E. #34245 El THUY H. 14UYNK Prz. *ro®i22 ❑ #RWIN J. BEN50N, P.E. "49-t58 ❑ ALI AB5,45 HAKIM, P.E. *5,Vi&ro TO M MST OF T##Ir DWER'S IQ+IC ABIXE AND MEF, Tip 5TRlCWAL FLAN$ AND 6FECIFIGATl0NS COPIF Y UNTH T+e FLORIDA SGIL.Dws C4I?I~, 6ECFICIN 1606 FOR P10 I'IP.N. 3 sEcim 1 CST, D(P0M 'Iw3` lld O X* l2�Jf}r i EXIC10 148 DIVA 1ft AND DE66416 YAL.ID FOR 0 MNW *TER 1A DATE 15 86NED AND 81;ALM. 60M AND SEAI_ED FOR TFE 5TRZI 1l� At (aMCN CF TWIS DRAT Wi ONLY. �- al lIT 0) t� 01 s � Y � `o ac cu T by Uj CF w %sj In 6 d� Na z � �Cf`i aT ` ' G DATE 05-18-02 SCALE AS NOTED DRAWN BY : BULL VANCE AUTOCAD EiLE NAME 1771 E ENGINEER OF RECORD ENGINEERING, P.A. SHEET DESCRIPTION FLOG PLAN q 5 e a `s' I SIMPSON U24 14ANGER WI 10d NAILS_ (FILL EVERY !-TOLE) a EA. END OF 2'x 6' WEARER r72'xb' 2'x4' 50TTOM PLATE / PEADER SYSTEM 142 TRI,ISe7 1--2XS NAILER W/6-106 NAILS INTO FLOOR TRUSS OR 2' x 12' NAILER Q GIRDER HE AD E R f=O T FOB WALL 4 0 ``E SCALE: NITS FLOOR 5YSTEM/JOINT 24" Or- MAX ATTACH TRUSS TOP cHoF TO WALL W/ 4-166 NAILS is EA. STUD 2x FRAME WALL FLOOR SYSTEM/JOINT 24" O.C. MAX 1/2" CI)X PLYWOOD OR'40" 0.511 5i-IEATHl1 WJ Sd 4" D/G BOUNDA?IES, r 6" O/C EDGE$, E 12" O/G FfELD. (EXTENTS SHEATHING TO BOTTOM OF BOTTOM PLATE) 2x415LOCKING W/ (2)-10d TOE NAILS NAILED SHEAT14M WI Sd -+ 4" O!G/ 'v EA. END A 0 45' A ILE THROV5 T WALL LENGTH (ll SrON L6TA18 * E H STUD A1-IN- Y2 wi S () 6 all oc. 5T D TO FLOG JOIST WEBS 1/2" HIGH STRENGTI4 OR r/&" GYP.— W13 W/ 13/9" DRYWALL NAILS OR DRYWALL SCREWS 'I" O/C CEILING t 8" O/C WALLS 2ND 5TOf P-,"r WALL 5TfRAf=PINC3 OVER FLOOR OO FRAM INS SCALE: 1/2 1, =1'-0 FLOOR LOADING TCLL 40 TCDL 10 BCDL 5 TOTAL 55 PRE-ENGINEERED WOOD TKISS 0 24" O/C MAX. L i= 0 t EXT. 614EAT14ING _\ ATTACI4 TRUSS TOP C 4OF TO WALL W/ 4-16ci NAILS EA, STUD 2x FRAME WALL - 2x12 LEDGER W/ 6-IOCI * EA. WOOD INTERSECTION s 106 B 4" OC. -0 BOTTOM 04-I ro" O/C. 1*DC-zE*, a 1;4" Sic.: t-rr-Lu. (Ex-reNp SHEATHING TO BOTTOM OF BOTTOM PLATE) 2x4 5LOCKIW-i W! (2)-loci TOE NAILS NAILED SHEATI41Ws W/ Sd a 4" O/C B EA, END 6 0 4$' ANGLE THROUGHOUT WALL LENGTH PRE-ENGINEEi�ET� rGli?DEF2 T"S t SIMPSON L A PRE-ENGINEERED WOOD TRUSS 36" o c. 24" oic MAX $ COCNM r-LOOR $wr1 ?=TuwtAL NoormS gi �(3)� 2�x�p44 ISU LT UP JIROM ACK i° W V (1) S�/P�'N./. W�NN iHr/^T�fl�*� * >C�i SL mom (3) 2x 15WLT tP JACK PM 1W (1) SMP M LOTA30 * dAaL (2) 2X4 MOLT LIP AACKG fVbT W (U 8A"lf° M L 6TAM * RAW- O (2) 2A6 Ii = WWW 1W L12' PLYWOM FlJTC64 MAIL (U SIrNPMS M 11/22" 4.416" 3TREWST44 OR ✓/S" GYP W5 W/ 1-3/S" DRYWALL NAILS OR DRYWALL SCREws I" O/C CEILING S S" O/C WALLS 2ND 5T0 `'T' UJALL . 5TRAf=f= IN OVER FLOOR -I 1N - SCALE: 1/2 " _ 1' » Q1,1 31_/1I / 131-011 1 12, 2404 u- DoI KNI75 NOTE: SHEATI-IED ALL EXTERIOR WALL AND SHEAR WALLS W! 1/2' PLYWOOD OR EQUAL U51NG TI-E FOLLOWING NAILING PATTEW -Sd * 4' O.G. ,s BOUNDARIES -ad a 6' O.C. 6 EDGES -Sd 0 12' OZ. IN FIELD PROVIDE 2x4 SOLID BLOCKNG tv ALL PLYWOOD SEAMS_ WALL LEGEND mill In s i - Ill FLOOR PLAN NOTE6- 1, SEE SHEET SN2 FOR COMPONENT E CLADDING DESIGN PRESSURE TABLE. ° 2, SEE SHEET SDWI 4 SD= FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3, ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGW-INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING T44E FRAMING INSPECTION (PER FBC 105:6). 4. *-DENOTES EGRESS WINDOW I ( I _ .._ — — o _ _ _ .. ` ._.. r ..,.. ,.,... — —._......,.._... — _... — — -. ,.... -.._ L OPTIONAL 4'-0` GARAGE EXTENSION _ 2nd FLOOD FRABENG PLAN UFLOOR PLAN SCALE: 1/4' = 1'-ID' SCALE: 1/4' = 1'-0' FLOOR FRAMING NOTES (1) SIMPSON Ha (TYP) KNEESPACE SHEAR TENSION ,244e ROOF FRAMING NOTES: 1. 5EE SHEET 551 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTION5 ❑ 5AMUEL A. GS EENBERG, P.E. *34245 ❑ T14UY H. HUYNH, P.E. *' 0122 ❑ IRWIN J. BENSON, P.E. 'r4-3755 ❑ ALI ABeAS HAKIM, P.E. *56'756 Q cq < OL _pIL Z IL IiE I11 ® � R 1 OL0 r x 9 � J IU."'. 6 1 vV o an da4@0 © F S n� g iJ fs 0 a a� - �rQ o P � 1r �1 LEI p Q \✓ ($M MTARIL) 4WINGLE R1069 E VENT 12 Fa ROCF SECOOND a1-ItNGLE �-;•STUcc© PINIS� dil FLOOR I_El 1 0 ZMOORATIVIEI SW j E I FINISH FLOOR GRADE LINE M `�1-' ❑T ELEVATHON SCALE, 1/8' = 1'-0' EQUAL TOENAIL W/ (2) 16d NAILS �MEA.00UTLOOKER SEE STRUCTURAL NOTES AND NAILING K 143 CLIP 2'x4" OUTLOOKER 024' O.C. SCHEDULE FOR SHEATHING DETAIL _---- NA?ice Ul(2%6tT911NTO a$TLCs t (2) I6d TOENAILiSD INTO OUTLOO14 R '0' SIMP3ON sP1 TOP CORD BLONI G QR FIRST FOUR ROWS 451 OF TRUSSES 0 EDGES QF SHEATHING TYPICAL ' 2'x4' GROSS BRACE I "C BRACE TO EXTEND AT LEAST AT RIDGE FASTEN I 90% OF WEB LENGTH (SEE TABLE) AT EACH JOINT W/ I 2'x4' ICE WALL LU! STUDS 0 24' 0/0 (2) 10dx3' GABLE TRUSS 2'X4° DIACaONfi+L 01;tACMCs 0 MEI7-i.EiG#-IT w/ (2)16d nR CONNECTION /2' PLYtU00% OR O'6J3. SHEATWING SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS 0 6" Q.C. EDGES AND It O.C. F1FJ.D 2"x4" PANEL BLOCKING 0 48" O.C. I 2-x4' CONT. IBLOCKWx FOR THE FIRST 8'-0' OF END WALL W1(2) i6d PER: JOINT FROM EA. END TYP. BOTTOM CORD I Lt FISON 143 10dx3„ 0 3" O/C THROUGH ATTACHED W/ (2) 16-d TOENAILS -��~-^ CHORD INTO 2"x6' P.T. PLATE 2°x4• CANT. * 24' O/C ® 2) 16d 2'x4' 'T' ON TOP OF PANEL 2'x4' END NAILED Wl (2)16d BLOCKING, FASTEN WI �. EA STUD 10dx3" 0 4" O/C MOISTURE BARRIER 5/8' OR 1/2" CEILING DENSE ALUMtNtgyt Q tT GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 SIMPSON META20 OR EQUAL 0 4'-0" O.C. TYPICAL FOR FIRST 8 --O FROM END WALL 0 4' O/C TYPICAL 1/2.0 ANCHOR BOLT 0 48" O.C: MINIMUM 6" FROM PLATE SPLICES W/ 3/16"4"0 PLATE WASHER CANTILEVERED GABLE AND BRACING-c DE7A(L(a-a K 4D . raw OUTRIGGEiR ice+^ TA i4 rwAi` VETIT s1uc= FMISt-! 12 12 �h FJ_A6F1MG -1 r,� INTERIOR j� VOLUh9l= INI ,14 12 E=t,v FLOOR j� iV ❑ ❑ / FMIS4 I -LOOK — DECORATIVE FMI8F1 Ou— ALE: i/8' s F-m* s fa.11 ZSW.,NCLE PER ZMCORATIVE FMISt 1 PIE � �R LANAI � f/ fINISN FLOOR EtzRraN_ Y ECs12E8S ONE SAASR OF THIS GROUP MLZT BE E(2u1F1=w WIT14 EMRGENCY EGRESS RA ARE TO COMPLY WIT4 4 GOVERNING FIRE AND 8UI1_t31NG GODS I *i4 KEYSTONE DETAIL . T.O.M. A P rI�.... = _ I I II I I I i I I I I I RYrI I I I 1 I I I I i I I I I # 1 I T S5 I T�o e 11 I Rv-2 RGOE"I PLAN ------------- Ij I I SCALE. 1/6' = 1' -O'— T1Y 1P(.' AT RIP 101 oumcldm A-- fSm DETAIL) STUCCO p, ! FfNf51-lam I j✓ Z_ sµtr i T� `_COR,4TIVE Q I Ftl+ttBH� M ji fir./ w I i ,ter AFT �L�VATI�N SCALE- 1/6' = V -0' v.- RIDC-A VENT /� A'••! -A rA-A 40 4D 12 12 Ix6 FASCIA 64INGLE W/ DRIP E043E TYPICAL KEYSTONE s'iuCOo �-712 fMISH F'� 1 -�w ~r-a FRONT ELEVATHO ° SCALE: 1/4' = V-V CSM CANT. CAB MRACMGA DStAIL) FiAt1S�-I '. 12 �/ 12 _! A 4OTU= F1Nt/ RAISED (4) W SGLUAIES KEYSTONE W/ 4' SAANDINCa (TYPJ r 6° t3ANpINCx Poor vr:NT SC-WEDUL.E <::::D Verify with C"nera 1—Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed For a minimum of vean area as listed below— Mark Location Off ridge vents or equal Sc Stem (sq. in.) SoFfit vent (sq, in-) RV 1 iRoofst evel 392 392 RV 2 �o ge 52 52 NOTE: ALL OVSR"ANG3 ARE TO 15E 12' W/ T44E EXEPTION OF EYEBROU S U 41GN ARE TO HAVE AA Woo O\IER44ANG W/ AN 0VER14AWz OF 12' ON TWE GABLE AAFOVE EYEBROUIS. 101m t Em TJZLI I9LIEVATIGN °D° ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ T441.LY H. }-lu'rN44, P.E. %oi22 ❑ iRm J. seNSC)iq, PE_ o49rt58 [❑ A4LI A eeA5 HAKIM, i'.E. � I A (p ZR F3 �� (3, �o I z t N tL `' p cn C W x O q �s H Z t 4 �� 1 ar .gyp nd d� si X A 0-(L �fI C� L� 4A � � cgs A A n 4 s' :0 co 9 S s o0 RIDGE VENT 12 b� NQ StiiiN.�LE ROOD f 1 aecaND MOOR 2,_�y, J GDECOPATIVE /MCORAtNe - RE -TURN AT FtNiSF# to FINISH 5IDE8 � -a ORADE LINE M(3= ELEVATION SCALE: 1/8' = 1'-0` ROOF VENT SCHEDULE verify with General Contractor all roof vent locations, quantitles, and sizes. roof vents shall be installed. for a minimum of vented area as listed below: Mark Location Off ride vents or equal sc stem (sq. in.) Soffit vent (sq. in.) RV 1 lIst Level 392 392 RooRV 2 Garage 52 52 SCALE; 1/5' = P-0' RIDGE VENT 12 12 INTEF'aOS@ VOLUME illMDfxU 4TS UICO i'O(R OPT. FINISHy empfaom 12 ONLY—t 3'11.iCC'.Cl`�. K PM644 �... .A..�..�. �• F.G. F.G. `�/ q„ FE]* m pEGORATIVE FklIBH SCALE: i/8' a 1`-0' C1,S SASH OF l W5 4 ROLI! f UST IBE Ec;lulf PED WM4 EMEieWNCY SQRS-68 wAROWA E To COMPLY WIT44 GOVERNW3 FAA AND SUILPM CODES TYP AT 5IDE5 IL ------ i JI iY�' 1 t � yp 3� . ,4T "EP NOTE: ALL Ov1=R1-IANCsS ARE TO SE 12- W/ THE EXE%TION OF I=YEBROWS WHICH ARE TO i 4AvE A I&' OvERHANcs W/ AN 0vERHANCx OF 121 ON THE GABLE ABOVE EYEBROWS. scores LWE +1� KEYSTONE DETAIL CMIL PER MC40RATIVE FINISH — \ VOLUME CEILINGS LINE; 12 5'-10" r 1�7 �l tIJS"I, 6 0 lu �, I SI-IINCst.E RIDGE VENTS /.,4wE F�TUCCO P'�OOP FIh1181-I� i 12 BA1 DtNCs � cM�I F&-TUSNN PER DECORATIVE AT Si3& 1CORATIVE L_ FINISH (Typ.) RMf$N� F- L L FMISW FLOOR smoOTN FIN. OEC,oRACtvE QJI" £MOOTS PX GRADE LINtr LEFT ELEVATION t?ECORAt1YE Oil" �. .... ...., _ _P NIOH FLOOR L 3MLJOTH F#N. PPEC01 =Ne WON$ DECORATI GRdt�E LINE COCER DOOR IN OPM01* TRODU 19L.LmCi Y A CIN SCALE: 1/4` = P-V SCALE: 1/8' = 1'-0` KEYSTOW �`-STt]C.CO i=ENt$i�}7 �snaccv FtNiB}-I� I QV ' $ Imo+-sto>vrr �3 Mr..) 1x6 FASCIA W/ DRIP EDC4 Ulm ■rl� m N, C a (86 s w U Z LL F w n esc n ao l [ 7 xxpZye�vp^yyP W C) �I�g V o Lu ➢dC 0 ! 7jn����✓--1, ll 0 60 60 rA � 3 � c� 2 0 G C O� ry�� S 'A perpy¢�y qqO((�� ll" m !_.! 11 p p G F9 ❑ 5AMUEL A. CiREENeERG, E' E, 034245 Tl-IUY P. NUYNP, PE. %0122 ❑ IRWIN J. eENSON, P.E. *49i58 ❑ ALI ADBAS WA?! I f, P.E. TO TEE SEST OF T+E EWSHEER S £1Xf: *0 BELV 1l E STfdxTt lk PLANS AND SPECPICATIM COMPLY UN TW FLORIDA SUILD1NG =E, SECTION 1606 FOR VO MPA. 3 SECOND CAST, EWOM? F- V WND X (20011_t3ITIOW TNIS DRAM AND DE694 15 VALID FOR 1 MXN 6 AFTER TNT DATE 16 SKID AND SEALED. SIGNED AND SEALED FOR TW STRIMA POKON OF TNIS DRAMS ONLY, DATE 3u 05-18-0 P SCALD . AS NOTED a DRAWN BY : 1 BULL VANCE AUTOCAD FII E NAME � P� 17711 ENGINEER OF RECORD IENQINEERON b P.A' SHEET DESCRIPTION : ; [EL,EVATRON R OCIE VENTS 12 -%4INGxL.E ROOF 1 ' / L gTI tCC.o STUCCO 1 LjSi-ifNCL£ IA118+4 , FJNfS,7 W /'/ MOOR - e — CGF?W4TIVE (A PECORATIVE FINtSiF _a 77 a FNISR FLOM � -0e � AT GR40i; LNE SIDES MGHff ELEVAnO .SIDES SIMPSON H1O OR EQUAL TOENAIL W (2} 16d NAILS / EA. OUTLOOKER SEE STRUCTURAL NOTES AND NAILING 11,1PuON 4.43 CLIP OUTLOOKER ®24" O.C. SCHEDULE FOR SHEATHING DETAIL p2"x4" L> a2 W/ (2) 16d�wo swe . .Fi i (2) 16d TO£NAILEr% INTO OLITLOOKER SIMPSON Of TOP CORD BLOq(1 G OR FiRST FOUR ROWS 45' t OF TRUSSES 0 EDGES F SHEATHING TYPICAL 2"x4' CROSS BRACE "L" BRACE TO EXTEND AT LEAST AT RIDGE FASTEN 90% OF WEB LENGTH (SEE TABLE) AT EACH JOINT W/ (2) 10dx3" 2'x4' iQSE WALL tU/ STUDS 0 24' O/G GABLE TRUSS 2'hC4' 1:AAC�f7fIAL 5RACtiJls IN M04-I1EIC04t W1 (2) *d P6R CONNECTION 2"x6' P.T. SILL ' PLYWOOD OR 0.8$. SHEATWINCrt 1 /2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED W/ 10d NAILS 0 6' 0-C. EDGES AND 12' O.G. FIELD ' 2"x4" PAND BLOCKING 0 48" O.C. 2'x4' r,0NT.15LOCKM FOR THE FIRST 8'-0" OF END WALL W1 (2) iFid PER JOINT FROM EA. END TYP. BOTTOM CORD N3 ATTACHED W/ (2) 16-d TOENAILS 10dxr4 3' O/C 1NROUGH -C-- " CHORD INTO fW P.T. RATE � 2'x4' CANT. * 24' o/C 2J 16d rox ON TOl= OF PANEL INT . 2'x4' END NAILED W1 (2) 16d B_OCVJNG, FASTEN . EA STw 10dd- 0 4 O/C MOISTURE BARRIER 5/8" OR 1/2" CEILING DENSE GYPSUM WALL 130ARD FASTENED SIT WITH Sd COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 SIMPSON META20 OR EQUAL FOR FIRST 8'-0" FROM END WALL 0 4'-0" O.C. TYPICAL 0 4" O/C TYPICAL 1 /2"O ANCHOR SOLT 0 48" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16%2"0 PLATE WASHER CANTILEVERED GABLE END 5R4GING DETAIL a -a 4F (1) SIMPBON C516 OR (1) SIMF'SOR MTSIS PRO MEAM TO COLUMN 59IPSON ETA20 2-PLY 2x SEAM W/ V;' PLYWOOD rx-ACER OR LVL SeA1" i (6915 PLANS) DBL 2 X 4 P.T. POST SEE ELEV. FOR FINISH IF REFA51RIGATED S "-ETIG FOAM FILLED ROUND COLUMN (SEE ELEV. V FVR SIZE) --i6'x16' 1-11-ASTER COLUMN 15�ASE (4) 45 VERTICAL 4 WOOD TO MASONRY 001..UMN MAY, tWl SCALE: 3/4"=1'-0' 4) #5 VERTICAL �il�Ittll��1l��' � a {l�1 11t1111►• NOTE: BN16" UNITS MAY BE USED UNLESS WOOD COLUMN 1S FRAMING ON TOP OF COLUMN 16"x16" MASONRY COLUMN FILLED W/ 2500psi CONC. TYFICAL 1" A50N&Y COL_ S-s 4F RIDCaE vENT RIDCaE VENTS Y2 12 12 FLAS441W% INTMOR VOLUI•E 614fWX.E STUCW - OUTRIGGER U:NDM LNE (SEE DETAIL) Pi - ;;OR OPT. FINISH �. 12 +. ROOF CO STUGC01 � �( 3irGO1dD FLOOR F.G. F.G.=4T � f CM.U. GM14. PIER tivE Z TIvB f i nPI£IQ LA" — — _ FNiSI4 r-LOOR /✓ /f:N,614 FLOOR e. _ tiv8 ,EFT ELEVAI ON REAR ELEVATION SCALE: i/8' a i'-0° 3' 6' 3' 12' OUTRIGGER DETAiL e -SCALE: 1AS' - 1'-0' INTERIOR VOLUME C.EILI 12 L 6 GRADE LiNE KEYSTONE RIDGE VENT y 12 1Ixfa FASCIA 111l/ DRIP EDCSE MINNIE �i ■� �• �� �� -- C)j d DOOM (TYPICAL; N OPENNG 011 MN10111111111�� V1� SCALE: 114' = 1'-0' TYP- 4T ,SIDES 00 4 TYI�. AT WIP CTYPIG,41,.) 1...._..1J Y,ri,I i �+i NOTE. ALL OVER-}ANCxS ARE To SE 12' W/ THE EXEPTIOI OP EYE51ROWS UJHICI4 ARE TO WAVE A i6' 0VMP44AT3 Wr AN 0VERI"4ANGx Or- 12' ON T+4E GABLE A13OVE EYE15ROWS. _I ROOF I VENTSGNr=DULE ✓ VerifS with C-4eneral Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as Iisted below - Off ridge vents or equal system (sq. in.) Soffit Vent (sq- in.J RV i lst �oevel 392 392 RV 2 52 52 Roof [� SAMUEL A. CzFMIENSEF?�G, PE. 0054245 [I THUY H. i-IUYNI-l•, P.E. %0122 0 IRWIN J. BENSON, P.E. '"49-T56 fl ALI ASSAS HAKIM, P.E. m5t,-ra& TO T+E BEST OF Tl E EW5tER'S l4 ABXE AND BEZ, Tr E STRUCilRX FLW AND SPECACAT10146 COM Y WITI4 TI-E FLOR DA MOW: CODE, SECTfON ib>ab FOR W MPR 3 SEGM W, Eke' M V iillND ZOW (zW EDITM. TWIS DR4l7NCx AND DESIGN IS YA IP FOR V MW% AFTER TW DATE 6 SOW AND SFALEi3 600 AND SUM FOR TW MrAul k FORnON CF N16 DRI1l W4 M 6V �dk E i 01 �8b6 Kn 7 U Z x 0 mod' E 1 l t ffi �� oU C,9 F x3 i !� [In L M2 en Ls n 1 CP a Ep 0 a -A I �Y}r3 O fl jy ELECTRICAL NOTES THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK, THE QPNTR�CT 'N �-,HALL VEklrY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE W-UCHN61 FfE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES WITH EQUAL �PLCIFICATIONS, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H,VAC, EQUIPMENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN, TO PROVIDE POWER AND WIRING COINTROL. LAYOUT, ANY DISCREPANCIES IN THE ACTUAL H,V.A.C, LOAD SHALL BE CORRECTED REMRE kOUGHING-IN. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES,. UNLESS OTHERWISE NOTED MINIMUM SIZE WIRE SHALL BE #14 AWG EXCLUDING CONTROL WIRING.. UNLESS OTHERWISE NOTED, ALL 'CONDUCTORS SHALL BE COPPER WITH "TW" INSULATION FOR SIZE #10 AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE 'THV" INSULATION ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED, ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION, SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLTS TYPE) TO A NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER, i ARC FAULT RECEPTACLE IN ALL BEDROOMS PER 1999 NEC, 5INGLIE I=HASE 200 AMA' FAIIEL NEMA I METER T SOCKET 3�0 `1 1/2" R16ilD NIPPLE L.U/ l2) *1 AND (1) 03 CU TI4W 4'4 CU TO COLD WATER f=ipr= 4 C)R1\/EN 5y fOWER COMf=ANY GROUND ROD ELEC,TRIC,AL f;Z5ER DIAGRAt-1 NT5 ELECTRICAL LEGEND DUPLEX OUTLET SPLIT DUPL, OUTLET TOP PLUG IS "HOT" DUPL. OUTLET ABV. COUNTER HGT. 220V OUTLET SPECIAL PURPOSE CONNECTION TELEPHONE OUTLET TELEVISION OUTLET SWITCH 3-WAY SWITCH DIMMER SWITCH DOORBELL PUSH BUTTON eCkCEILING MOUNTED LIGHT FIXTURE ) ROUND RECESS LIGHT FIXTURE (D CEILING MOUNTED SMOKE DECTECTOR .===48" FLUORESENT LIGHT STRIP EXHAUST FAN FAN/ LIGHT COMBINATION FLOOD LIGHT o o o o o-HOLLYWOOD LIGHTS SECURITY KEY CEILING FAN PREWIRE A/C REGISTER CHIMES � ELECT, PANEL WALL MOUNT LIGHT FIX. ALARM KEY PAD FLOUR, WRAP FIX, RETURN AIR '^-CALE- 1/4' = 1'-0' o - - - - - - - - - - - - - - - — — — — — — — — — — — — --- - - - - - - - - - - - - - - - - - - - - - - - - - - - )lid lip a 4-1 ISF ;611 MINES pi , I 10 loll: 31-01 sa A/C PAD P16CK 4 x i2 tu Z � n uj � p ta 03 @ rj Z� @ M3 @ @ @ DATE - 05-18-02 SCALE AS NOTr=t) DRAWN BY : BOLL VANCF- AUTOCAD FILE NAME 1771 ENGINEER OF RECORD DAN600 r=NGlNr=r=RlNG. P.A. SHEET DESCRIPTION : FELEECTROCAL PLAN 6'—D" O,C. MAk ELEVATION i Ni) ) s � _ m v s y s m ) cu am Y p co t2 b� nnf- rINISHED WOdD SECURE 4X4 NEWEL POSTS TO WA W/ LAG SCREWS AS SHOWN. COUNTERSINK SCREWS AND COVER W/ WOOD PLUGS. AT FLOUR r -- FINISH FLUOR TRUSSES " O.C' 2 X 4 BLOCKING , 2 X 4 INTERIOR BEARING WALL SECTION z r9 rl V 4 rl I C` �TARD 83-)UPPORT DETAL Isal Q WNF n TOP R,4I L ING — 2nd FLR. FF 9'--4" FLOOR J015t5 IT a S-15 42' HIGH WALL , --PLYWOOD FLOORING BEAM��� 2-2xi2 5TRINGER6 2-2xh LEDGER—G 9-W41 2"xl2" TREADS OR (2) 2"x6"7 1" NOSING--N� 3---2"xl 2" O STRINGERS ❑ 6AMUEL A. G-cRiEENBERG, PE, 03424E� IRIJIN J. 5r=N50N, PE. 049-158 TO T1 E BEST OF I� E ft R5 * OUZa AND BUi1F, T+E STRUCTURAL. PLANS AND 51ECFC4Tl0* Ca*FLY UATW TEE FLORIDA BU LDINs CODE, SECT ON I&M fVR VO MPA 3 SECOND GUST, DV0W;iE 'S' WND ZX (2001 EDRIOW 1 11416 D1?A t AND DE1% IS VALID FOR V M%M A1^iER M DATE 15 S&O AND SEALED, 61GW AND SEALED FOR T1E STRCn A PORTION OF T1416 DRAIUING ONLT. 61 ul 4 0 4 s 6 0 1 or � 6� a lu 3 o cft q lu --I'D 6 s (L Q �Lu 4 Q 6 U F4 a C� .••i "�.S Q /y� //w�ryry jG�O$��] q r; G a4V ca C2 a »- a w 12 \1 co 0 HEEL STUBBED ADD" L 2 /4' FOR PLYWOOD & RIBBONS TYPICAL. WALL SECTION (FOR HEELS HGT' S GREATER THEN 2' -0" > -I- r 10 1120 TYPICAL FLOOR FRAMING WALL SECTION LEFT ELEVATION 5 f MPSON TRU55 TYPE JOINT LOCATION UPL IFT (LSS) CONNECTION QT''r', CONN. CAPACITY FASTENERS** PER CONK. A3G LEFT 1023 H10 2 1-100 32-86 X 11/20 RIGHT 1023 H10 2 1100 32-8d X 11/2" NOTE: ,ALL OTHER TRUSS 5RG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY: siMPsON Hi0 FAR FRAME: 4 HUs2b FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY META20 1 1500 14-10d X 11i2' TIMBER HIC 1 650 1&-8d X 11i2" HUNG HUS2� 1 128ro 20-106 x 3" U5P TRUSS TYPE JOINT LOCATION UPLIFT (L85) CONNECTIONJ QT T , CONK CAPACITY FASTENE1ta** PER CONN. NOTE: ALL OTHER TRUSS 5RG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY: USP HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES ON GIRDERS UNLESS OT4ERW16E NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 14-10d X 11/2 " T1MeER HC10 1 1065 18-9d X 0/2" HUNG TH02& 1 1520 18-19>d x 31i2 ° * Double connectors to be placed dlagona Ily to each other. ** Do not drive nails throu53h the truss plate on the opposite side of the truss wh1ch could force the plate off the truss_ Mounted vertically 0 \ v 0 X> A 0 -011 5, -0" 15' -'P ROOF FRAMN%`3 PLAN D, Eq F 1/4); = 1'---0„ 21' -8" SPAN SPAN LATEST DATE : IN PROCESS REVISION DATE DESCRIPTION 09/24/03 03/27/03 DCO #22-8 I i 2X4 S11CK LUMBER 24 O.0 MAX IN LINE W" JACKS 16d GUN NAU DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT D3ROPPED> ROOF FRAMING NOTES: 1. SEE SHEET 53.€ FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS ❑ 6AMUEL A. GREENBERG, PE_ "34245 O T4-!UUY H. HU'' N44, F.E. +orc,0122 ❑ IR11N J_ BENISON, P.E. 1049"156 ❑ AL I AfmA5 HAKIM, P.E. TO T}E HEST OF M fddCdlEEK6 KNO� AMID 5ELIEF, TEE SfR,1 IWA i'l." AND MSCATIM CO IRY WN TIC FLORIDA WIDM CODE, *CTICN *06 MR 1'10 MPA 3 SE= Cs1J<'iT, DFMFE `8° W ZaE > 2001 EDl10W 'iNIS DRAillNCs AND DES04 fS YXID FOR 12 MaM AHER T# E VALE 15 81*? AND 6EALED. 66NED AND %4Z FOR M STI rRRA1.. PORTION OF T46 DRAM ONLY. L-d � a u� 7- ffi83 U iig U-1 -��,{9nfP ® ^ 4' �IiI F O V ®� nU a {ig X a o0 @ 52 trim cea & c� ®� PR og �-9 �o � �> 9-45 I r� DATE SCALE : 1 AS NOTED DRAW(•! BY BOLL VANCE AUTOCAD FILE NAME 1771 ENGINEER OF RECORD SHEET DESCRIPTION ELEVATIONS D,E,F R ROOF FRAMING 1 PLAN F TRUSS IS HELD IN 2-1/4' FOR BLOCKING & PLY -WOOD BY OTHERS 27, -101, 10, 101, 12 12 6 5, 25 BLOCK SOLID (/J/'�(/ BY OTHERS / INT. BRG. TOP @ 12I -1-0 BY OTHERS DETAIL AA 51MPS0N TRU55 TYPE JOINT LOCATION UPLIFT (LBS) CONNECTION QTY. CONN. CAPACITY 1`A6TENER6** PER CONN, A3G LEFT 1023 40 2 1i00 32-86 X 11/2' RIGHT 1023 H10 2 1i00 32-Sd X 11/2" NOTE: ALL OTHER TRU53 5RG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY- 5IMP50N HIO FOR FRAME: 4 HU526 FOR HUNG TRU55E5 ON GIRDER5 UNLESS OTHERWISE NOTED. THESE TRU55 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY META20 i 1500 14-10d X 1112' TIMBER H10 I a50 fro -Sd X 11/2" HUNCz HU826, 1 1286 20-10d x 3' U5F TRUSS TYPE JOINT ILOCATION1 UPLIFT (LBS) CONNECTION QTY, GONNI 1CAf=ACITYj_.__PER FASTENERS** CONN. NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE U5P HTA20-18 OR: EQUAL FOR MASONRY: USP HC10 FOR FRAME: 4 THD2(o FOR HUNG TRIJ69E8 ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LE58 THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 14-10d X 11/2' TIMBER HC10 1 1211-95 18-56 X 0/2 g HUNG TH02ro 1 1520 18-16d x 31/2" * Double connectors to be placed diaeonally to each other. ** Do not drive halls through the truss plate on the opposite side of the truss which could force the plate off the truss. *** Mounted vert i ca 11�j 12 Q 6 C2 TRUSS FOP, 51p0N6i3ACK TYPE 21' -8" PRECUT STUD WALLS 2X6 TOP & BOT, RIBBON & 3/4' PLY -WOOD TYPICAL AT EXT, BRG` S BY OTHERS. 3/4' DECKING SYM-42 FLOOR TRUSSES 2X4 TOP RIBBON & 3/4' PLY --WOOD TYPICAL AT I NT, BRG` S BY OTHERS, t.J 8 / 8 ` SCALE. 3/16// =1' 0" TRUSS IS FOR BLOC BY OTHER 1-5-3 BRG, TOP @ �I 121 - -- �..�rt 5' ---- -'� DETAIL. DD 11 1 � 1-4--1 2 i Ln OTHERS 7-5--14 )�5 Top COM �X5SNM2 0fO �M, ON fOP OF Wl q r3 RING 50LIR a 13' -0" L(WEF FRAN 1U" PKAN Dp E� F 1 /4=' = 1$-011 i• •a m M —!N N 6Y OTC tr'5 i 13 ROOF FRAMING NOTES: I. SEE SHEET 53.1 FOR SHINGLE INPORM,4TlON AND INSTALLATION INSTRUCTIONS ❑ SAMUEL. A. GREENeERCx, I-.E_ 034245 ❑ T#-€t. Y H. HUYNH, Frm- %0122 ❑ I WIN J. BENSON, P.E. 049-t58 ❑ AL I A5l3,A5 HAIGII" 1, P.E. *56-f a6 t41NE M6T OF T!$ »IeR$ fQ+ AWa AND 1 aIEF TIE SiRiCtW& PL" AND 6KCIRCATIM CC1FLY U114 II E fLORIDA 5WLDIWs CODE, SECTICO 160b FOR 120 MP14. 3 5E•CCOD Cist, Ewftm V m MW l2001 EDiTM TWS DRA ING AND DBKN IS VALiD FOR E � Afit� T E DATE IS SD AND SEALED. SKID AND SEALED FOR T# E STRt1C1t1RdtL. FmICN op TWs DRAU% MY. fi z C �[tj N Oh :r X 6 C z ^ W WD F ILCi � nU j ¢� A]p (1S�j 4 ff x [ a 1 �(4 C4444 '4 e e a • c� 9 5 Q rag DATE SCALE AS NOTED DRAWN BY : BOLL VANCE AUTOCAD FILE, NAME 1771 ENGINEER OF RECORD IDANSOO ENGENEERI GI, P.A. SHEET DESCRIPTION : ELEVATIONS ®,E,F LOWER FRANNG 1 PLAN no . SPEGIFIGATIONS 1. 1. GONSTRUG. T40-14 AGI 50-02 BUILDIN& COVE i EGUIREMENT5 FOR STRUCTURAL GONGRE-TE AGI 530/A5GE 5/TMG ec*a � 1 a y�l, ' ,0, l/t SO fi/iMS bO2-�Iq F SPEGIFIO .TIOid r A lw. SiTGURES. 6476-6II, AND GqO- FO 5PEGIFIGATION5 FOR MASONRY STRIIGTUR 5 t• 1. `1 NATIONAL DE516N 5PEGIFiGATION5 (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYIN6 SUPPLEMENTS. FLORIDA BUILDING CODE (FBC).200t ?':TION "MAa1IrW-, Of S1tffL 6-dNSTRU6TION, ALLOWABLE 5T€ E-55 DE516N", BY THE AfItRIGAN IN aTl`II)% STEEL CONSTRUCTION, (AI5G) qTH EDITION. "C`E51ON 5PErGIF1GATION FOR LIC-a�€•lT METAL PLATE CONNECTED WOOD TRU55E5" BY THE TRUSS PLATE INSTITUTE (TPI) Igg5 EDITION. 1.2. DESIGN 1. 2. 1. AGI 50-02 BUILDING GODS REQUIREMENTS FOR STRUCTURAL GONr-RE E 1. 2. 2. AG€ 530/ASGE 5/TM5 402-1q I$ AGI 550, I/ASGE b/TMS 602-qq SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM G270q2, a476- U, AND i}&jO-g0 SPP-cIPICATION5 t C)k MA50NiRY 5TRUCTURES 1.2.4. NATIONAL M,16W SPECIFICATIONS (ND5) FOR WOOD CONSTfRUG7'ION, 2001 EDITION, AND ALL AG`(-,0MPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DE516N SPECIFICATIONS (APA) I. 2. 6. FLORIDA BUILDtN& CODE (FEY--), 2001 EDITION I. 5 • SHOP DRAW 1 NG S : THERE SHALL NOT BI; ANY DEVIATIONS FROM THESE: D-515N PLANS 13Y OTHERS DURING THE PREPARATION OF SHOP PRAWING5 WITHOUT WRITTEN APPROVAL FROM THE: EN51WER OF RECORD. ALL.. SHOP DRAin€IN&S ATE TO E3E 5UBMITTE'D TO THE EN&INEEIR OF RECORD PRIOR To, THE COMMENCEMENT OF CONSTRUCTION. t• 3. 3- ALL ROOF AND FLOOR TRU55 SHOP DRAWIN&5 ARE To BE SIGNED AND SEALED BY A FLA. Ri=6. PE. AND SHALL INCLUDE : DRA.WIN65 AND CALCULATIONS, REAGTIONS AND 13EARINO POINTS, BRACINe REGtUIREMENT5, AND CONNECTIONS TO 5UPPORTIN5 TRU55 MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS 2. 1. I. UNIT kNBC-7HT OF SOIL, COMPACTED : 120 PGF 2. €. 2. UNIT WEI6+4T OF REINFORCED CONCRETE : 150 PGF UNIT 1�1&HT OF 5" G.M.U. BLOCK : 40 PSF 15T FLOOR SUPERIMPOSED LOAD. 20 P5F 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS : II P5F UNIT WEIGHT OF 2xb 5EARIN& HALLS: 12 PSF BALCONIES s 51EGK5 : 15 P5F 2. 1. b, TILE ROOF TOP GOORD : fe FSF E30TTOM CHORD : 10 P5F 2, I. Li. 5HIN6LE ROOF TOP CHORD ; 7 Psi" BOTTOM CHORD : 10 P5F 2. 1. 10. FLOOR TRUSSES 15 2. 2. LIVE LOADS 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD : 200 P5F 2.2.2. 0ARA&E LOAD5 : 50 PSI= 2.2.5. CORRIDORS AND BATHROOMS: 80 PSF 2.2.4. PARTITIONED ROOMS : 40 PSF 2.2.5. BALCONY AND DECKS : 40 P5F 2. 2. 6. STAIRWAYS AND LANDIN65 : 40 Psi= 2. 2. 7. ROOF: 20 P5F 2. 2. 8. FLOOR TRU55 TOP CHORD MINIMUM - 40 P5F 2. 2. a. Poor TRUSS TOP CHORD MINIMUM : 20 PSF 2. 3_ RAILING LOADS : c• I• ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DESIONED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAiLING. 2.3.2. ALL RAILING AND GUARD RAIL 5Y5TEM'S ARE TO 13F DESIGNED TO WIT+STAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A 5iMULTANE0U5 LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL 5Y5TEM SHALL BE DE5€ONED TO WITH5TAND 2001b CONGENTRATED HORIZONTAL LOAD APPLIED ON 1 50, FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 $ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM 513z>E55E5 IN THE M- rMBER, COMPONENTS. 2. 4. WIND LOADS : 2. 4. 1. WIND PI~51GN To BE CONDUCTED IN ACCORDANCE WITH SECT. 160E OF THE FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, FXPO5UIRE "B" IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDIN5. 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.5. DEFLEGTION5 : 2. b. 1. FLOOR TRU55E5 5HALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE; LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. STRUCTURAL. NOTES E3. DESIGN METHOD 5. I . LOOP EATOR DE51 G N 3. I, I. THE LOAD FACTOR DESIGN METHOD WAS USED TO DE%FC,N : CAST -IN -PLACE GONGRETE SLABS AND FOOTIN65 F 5ERVIGE LOAD DESIGN 3. 2. 1_ THE SBRV€CF- LOAD DE516N METHOD WAS U5ED TO PE516,N MASONRY WALLS AND LINTFL5 INTERIOR AND EXTERIOR WOOD FRAMING AND 5HE ATH1N6 STAIR5 AND FLOOR FRAMING ROOF FRAMING, 5HEATHIN& AND UPLIFT LOAD COMBINATIONS FOR LFRD DE516NS 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE P 516NB? FOR TOTAL. DL + FLOOR H + ROOF LL TOTAL DL + FLOOR L_I._ + WL TOTAL DL + WL 5.5.2. ALL ROOF AND FLOOR TRUSSES SHALL E3E DE5I67NED TO RESIST THE WORST LOAD COMBINATION RE5ULTIN& IN TIME MAXIMUM 5TRE55E--3 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL., AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3 4. DE51 N A55UMPTION5 3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER 5iUPPORTED COLUMNS AND WALLS UNLESS 5140M OTHiwRW15E IN Tt-1E DE516N PLANS. 4. MATERIALS 4.1. RE I NEORG I NC 5TEEL : 4. 1. 1. REINFoRoN6 STEEL. SHALL BE A51-M A615-14 6RADE 40, f'y = 40 K51 4. 1. 2. LAP 5PLICE: SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15", 4. I. 3. ALL DII�IEN51ON5 PERTAININC7 TO THE LOCATION OF RFINFORGIN6 ARE TO THE CENTERLINE OF EACH BAR EXCEPT H-ERE THE COVER DIMENSION 15 5HOWN TO THE FACE OF THE CONCRETE. 4. 1. 4. REINFORCiN& DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. REINFORCIN& MECHANICAL COUPLERS AREA TO DEVELOP 125 % OF THE REQUIRED YIIrLD STREwN&TH OF THE BAR AND ARE TO BE: APPROVED BY THE ENGINEER OF RECORD. 4. L 6. DE:51ON COVER REQUIREMENTS: 6-1-P GONGRETE FORMED AC7AIN5T EARTH : 3, 6--1-P GONGRETE EXPOSED TO EXTERIOR : 2" G--I-P CONCRETE NOT EXP05ED : 1 1/2" 6ROUT FILLED MASONRY : 3/4" PRESTRESSED STRESSED CONCRETE LINTELS (ADD. REBAR €N) : 1 1/2' PRE CAST GROUT FILLED LINTFL3 (ADD. RE BAR IN) : t 1/2" 4. 1. -1. WELDED WiiRE= FABRIC (WWF): A5TM A05-q0o. 4.1. 8. DETAIL FzEINFORGEMENT IN ACCORDANCE W€TH AGI 315-LATE5T EDITION. 4. 2. CONCRETE : 4. 2. I. CONCRETE TYPE: MIN. 2,5 DAY DESION (f'c) MODULES OF ELASTICITY DESION (E) C-I-P GONGRE'TE (NORMAL WEIGHT) 2,500 P51 2,b50 K51 G-I-P &ROUT 2,500 P51 2,b50 K51 PRE CAST CONGRETE LINTFL5 3,000 P51 3,122 Ksl PPzE 571RE 5ED GONGREM LINTEL5 5,000 Prl 4,030 Ksi 4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM AG6RE&ATE CONCRETE MIX WITH SLUMP DETNEEN b" AND 7" AT TIME OF PLACEMENT. SEE 5PECIFIGATION5 FOR ADDITIONAL CRITERIA. 4.2.5. GROUT SHALL 6ON515T OF PEA ROCK (3I8" MAXIMUM AOC7RE&ATE) CONCRETE MIX WITH SLUMP BETHEEN 2D" AND 10" AT TIME OF PLAGEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRiTER€A. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. IvETHOD OF CONCRETE FORMING, PLACEMENT AND CURtN& SHALL BE CONDUCTED IN ACCORDANGE WITH THE SPECIFICATIONS A5 5TATED. 4. 2. b. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAY5 4 DRIVEWAYS) 3 €/2" MIN. THICKNE-55 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 WWI= MID-DEF-rk OF SLAB. FIBER ME51-1 MAY BE USED I.L.O. KKF g CONTRACTORS DISCRETION. 4.2.1. CONCRETE PLACEMENT PRACTICES 5HALL.5E IN ACCORDANCE W/ ALL AGI-- MCP lagq STANDARDS. 4. 5. GONCRETE MASONRY . FILLED GELL5 W/ (U #5 13AR SHALL BE; LOCATED @ V-0" O.G. MAX, @ BOTH SIPES OF OPENING b'-O" WIDE OR MORE, 6 THE .Hi&H SIDE OF ALL MASONRY WALL STEPS, t 6 ALL CHANGES IN DIRECTION OF THE MA50NRY WALLS. 4.5.2. LOAD BEARINe CONCRETE MASONRY BLOCK SHALL. BE: A5TM 640-qO, TYPE 11 NON -MOISTURE CONTROLLED. ALL GELL�a 4 GAVITIE5 BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL �. 5TEM WALLS. 4. 3. 4. THE AGGREGATE STRE=NOTH OF THE: BLOCK AND MORTAR SHALL BE F'm = 1,500 P51 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION 5HALL BE CONDUCTED IN ACCORDANCE WITH THE^ SPECIFICATIONS AS STATED. 4.3.6. MORTAR 5HALL BE TY E "5" FOR ALL MASONRY CONSTRUCTION. 4. 3. 7. LINTEL5 5UPPLIED DY APPROVED MANUFACTURER= 1) FECP/C AS T-GRETE CORPORATION 2) P0I4ER CONCRETE 3) ALLIED PRECAST 4) LOTT 5) MARION MASONRY 6) WIEKWA STRUGTURAL. NOTES 4. 4. STRUCTURAL LUMBER. 4.4. I.E. INTERIOR LOAM BEARING WALLS 5.P.F., fb = 45'15 P51, E = 1200 Ksi ALL EXTERIOR FRAMING 5.P.F., fb = 675 P51, E = 1200 Ksi 4. 4. 1.2. ALL. FRAME- WALLS TO BE CoN5TRUCTED U51N6 S.P.F. , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED 5HEATHINO EXP I U.N.O. 4.4.3. ALL €='LY1,4000 USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED 5HEATHIN& EXP I U.N.O. 4.4.4. 1F 055 HOARD 15 TO BE U5ED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR GREATER 5E6TION PROPERTIES. 4. 4. 5. ONLY 5TRUCTURAL L.UMI3ER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PPE5s-URE TREATING. 4.4.6. K-EN PRE EN&INEERED TRU5SE5 ARE GALLED FOR ON THE PLANS T44E MANUFACTURER IS TO SUBMIT SHOP DRAWINC-6 TO THE ENGINEER OF RECORD. 4. 4. 7. DE516N, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR L16HT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI I•-Igg5, HIB-Gl AND 05T-88. 4. 4, b. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WiTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT SEARING LOCATIONS WITHOUT WOODEN TOE' PLATES. 4. 4. q, ALL EXTERIOR FRAME WALLS SHALL HAVE 7/&" 5TUGG0 FIN15H PER ASTM C. q26. APPLY 3 LAYERS THICKNESS OF 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/b" THICK. EACH, AND 3RD LAYER 1/b" THICK. 4.5. FASTENERS AND TIE DONNS : 4. 5. 1. FASTENERS AND TiE: DOWN5 5HAH CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANOLE5, CHANNEI-5 : A5TM A36-36M q4 Fy = 36 Ksi ROUND METAL PIPE : A5TM A53-C14, GRADE B Fy = 35 K5T 5QUARE METAL TUBING : A5TM A500•--q4, GRADE B F� = 461<51 HIC-H 5TRENOTH BOLTS : A5TM A325-q4 MACHINE E30LT5 : 6ALVANI7FD A5TM A307-q4 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO : 33K3iWITH &010 &ALVANIZED COhTiN& IN ACCORDANCE: WITH A5TM A5 25-87. 4.5.3. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER A5 FO€10W5 : Sd = 0.115", IOd = 0.126>", €2d = 0.12&", 16d = 0.135". 4.5.4. ALL FASTENERS AND TIE DOWN5 EMBEDDED IN CONGfR.ETE OR USED IN AN EXTERIOR APPLIGATION ARE TO RECEIVES AN ANTI-GORRO51VE GOATING t3Y MANUFACTURE'. PRIOR TO INSTALLATION. 4. 5.5. ALL FASTENERS AND TIE DOWN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANC7ErR5, JOIST HANC-:>ERS, AND FLOOR TRU55 STRAPPING ARE TO BE 1145TA:L.LED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. `T• 5. 7• CONGRE l EMBEDDED 1.11 BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALiC7NMENT ARE TO BE IN ACCORDANCE WITH THE DE510N PLANS, U.N.O. ALTERNATES TO "J" 5OLT5 ARE NOTED ON PI_AN5. 4. 5. b. CONCRETE EMBEDDED TIE DOWN5 USED FOR TRU55 AND WALL UPLIFT ARE To BE PLACED AROUND EMBEDDED REINFORGIN& PRIOR TO PLAGINO GROUT. 4. 6. MICRO -LAM LUMBER: 4. b. 1. M€GRO-LAM STRESS GRADE 5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES- STRUGTURAL NOTES 4. 8. SOiL: 4. b. 1. MINIMUM SOiL BEARING PRESSURE CAPACITY OF 2000 P5F. 4. 8. 2. ALL SOIL 15 TO BE GLEAN I POISONED FOR .TE-fRMiTES PER i=BG 2001 5ECTiON5 104.2.6, 104.23, 1403.i.b, 1503AA 1816, Ig167.5, 2303.1.4, $ 2304. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OE TERMITE TREATMENT • 5o11 Chemical Barrier Method • Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is on approved termite protection system or method. IF CHEMIGAL SOIL TERMITE TREATMENT 15 USED I. FBG 104.2.E - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. FBC 1505-4.4 - Condensate and roof downspouts shall discharge at least €`-O" away from the building side walls. 3. F5G 1505.4.4 - Irrigation/sprinkler systems including all risers and spray heads shall not be installed within I'-0" of the building side wall. 4. F56 1403.1.6 -- To provide, for Inspection for termite infestation, between wat€ covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish leer, than 5/b" thick adhered directly to the foundation wail. 5. f; 3G Ibl6.l.l M- Initial treatment shall be done after all excavation and backfill 15 complete. b. FUG Ibl6.i.2 - Solt disturbed after the Initial treatment shall be retreated Including spaces boxed or formed. "7. FBG 016.15 - Boxed areas In concrete floors for 5ub5egvent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that w111 eliminate the dlsturbance of soil after the initial treatment. 8. F ,- 1516.1.4 - Minimum b mil vapor retarder must be- installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment 1s rogwred. q. FBG I816.1.5 - Concrete overpour and mortar along the foundation perimeter must be, removed before exterior Soil treatment. 10. FBC IM65.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure 5idewa0s. it. FBG 1816.1 b - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBG 1816J.T - All buildings are required to have pre -construction treatment. 13. FBG Iblb.l.1 - A certificate of compliance must be issued to the building department a licensed pest control company before a certificate of occupancy wlli be Issued. e certificate of compliance shalt State: "The building has received a complete treatment for the prevention of subterranean termites. The treatment 15 in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBG 2305.1.3 - After all work 15 completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includep ail grade Stakes, tub trop boxes, forms, shoring or other cellulose containing material. 15. FBG 2505.1.4 - No wood, vegetation, stumps, cardboard, trash, etc., Shall be, buried within 15'-0" of any WTIding or proposed building. 4. b. 3. 501L 15 TO BE GOMPAGTED TO q5% MODIFIED PROCTOR AS I3FFINFD E3Y A5TM D 155'7-Q E = 2,000,000 P51 Fb = 2,c150 P51 I=t = 1050 P51 500 P51 (PERPENDICULAR) ATTENTION: CHEMICAL CHANGES IN FRESSURZ TRE,�TED WOODS Fc = 2,100 (PARALLEL) Fv = 205 P51 S OF DECEM5ER 31ST, 2003, CHROMATrED COi�'ER ARSFN,4TE (CCA -C) ,WILL 4. 7. STEEL: NO LONGER 15E PRODUCED FOR RESIDENTIAL OR GENERAL 4.1, 1. INSTALLATION OF ALL STEEL. TO BE PERFORMED BY AN EXPER1ETiGi<D, QUALIFIET? CONSUM'fEfR USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES STEEL ERECTOR. HAVE SEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW P ESSURE 4.7.2. FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN ACCORDANCE_ WITH A.1.5.G. T ATE WOODS USE CHEMiCALS TWAT ,ARE CORROSI Yam, TO ST ,{,,.. IT 1 "SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF 5TRUGTURAL STEEL FOR E3€iILDIN05". THE CONTRAOTOR'$ RESPONSBILITY TO VERIFY THE TYPE OFWoOD 4. -T. 3. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST STRUCTURAL STEEL: ASTM A36-3bM q4. CORROSION. POP, EXAMPLE, ACc�-C, ACC2-D,l iBA"A, OR CA-e REQUIRE 4.7.4. STEEL TIli31NC: ASTM A50o-q4, cRA1 B_ HOT-DiFIPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM 4.7.5. WELDED CONNECTIONS. EiOXX ELECTRODES, MINIMUM 51ZE FILLET WELDS 3/Ib", AW5 WEL.DER5. CERTIFICATION I APER5 TO BED SUBMITTED UPON REGUE=ST, �O�tT� �rJ��� DOES NOT. 4. 7. 6. 14HE RE 5TIEL 13EAM5 ARE GONTINUOU5 OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH 51DE OF THE WEB, OF A THICKNE55 EaUA. TO BEAM FLANGE THIGKNE S5, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. THE STEEL FRAME: 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 1� REVISED 08-15-03 DO CREATED 01-02-02 120 MPH 3 SEC. GUST s : » •, ;, r� s•» r . it ... � - � �� 3` s ,t is ZO001EDITIONX DATE IT 16 810W AND» DRAU04 ONLY. E Zz1 f D SAFETY C LAZ I NC IN HAZARDOUS LOCATION'S (RE: FBC, 2405.2.1) 2405.1 General. Individual glazed areas including glass mirrors in hazardous locations such as those indicated in 24052 shall pass. the test. requirements of GPaG Ib--GFR, Port 1201 or by comparative test shall be proven to produce or ieast equivalent performances. Exceptions: I. Polished wire glass installed in fire doors, fire windows and view panels in fire resistant walls and hazardous locations in 2405.2.1(3) and 2405.2.1(4) shalt comply with AN51 Z47.1. 2. Approved plastic materials used as g€azing in hazardous locations ehall comply with AN51 ZcN.l. :2405.2 Hazardous Locations i2-405.2.1 The following shall be considered specific hazardous locations for the purpose of glazing: 1. 61azin in swinging doors and fixed and gilding panels of sliding (patio) door assemblies. 2. 6lazin In doors and walls of enclosures for hot tubs, whirlpool5, sauna &team rooms, bathtubs, showers other svch foNrIties where such gqlazingq is located 3b in hes 14 mm) or Tess, measured horizonCally, from a standing or walking Surface within the encio5ure and where the bottom edgcte of the exposed glazing Is less than 60 inches (1524 mm), meo5ured-verticalky, above such standing or walking surface. 3. 61azing to an individual fixed or operable panel adjacent to a door where the nearest vertical ed 15 within a 24-ln6h (610 mm% radius of the door in a closed position and whose bottom eaqe 15 less than 60 inches (1524 mm) above the floor or walking sur%ce. Exception: I. &lazing in wails perpendicular to the plane of the door in a closed position In Croup R3 or within dwelling units in Group R2 shall be subject to 2405.2.1(4). 4 6lazinq in on individual fixed or operable anel, other than those [ocatlo"ns described In Items 2 and 3 aboV6, that meets oli of the fallowing conditions: 4.1 Exposed ar f of on Individual pane greater than G sq. ft. (0.84.m ) 4.2 Bottom edge less than lS Inches (457 mm) above the floor. 443 Top edge greater than 36 inches (414 mm) above the floor. 4.4 One or more walking surfaces within 36 inches (914 mm) horizontally of the plane of the glazing. 5. All glazing in rolitn95 regardkess of area or height above a walking surfaces including Structural baluster panels and non structural In- fili5 panels. 6. 61azing in walls and fences enclosing indoor and outdoor swimming pools and spas where the bottom exposed edge of the glazing Is: (1) 1e55 than r00 Inches (1525 mm) above the walking surface on the pool side of the gglazing, and (2) the glazing is within 60 inches (1525 mm) horizontally of the woter's edge of o swimming pool or spa. This 5hail apply to single glazing and all panes in multiple glazing. COMPONENT >$ GL,ADDINO DE51 N PRE55URE (120 MPH, 3 5EC. &U5T, 2.1/12 TO 6.11/12 WITCH, EXPO54)RE B, IMPORTANCE FACTOR=1) TRIBUrAI2Y AREA ROOF WALL CI"TZ) 'F14A 10 -50.1 25A -34: i 20 13.6 -45A 24.1 -32.4 50 I J A 23.2 -2<1.3 100 10.5 -34.7 22.0 -265A 125 105 -343 213 -262 NOTT5: I FOR. EFFEr_TNIE AREAS OR WIND 5PEEo5 BETWEEN TH05E GIVEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTI-iERN15E U5E THE LOAF A550C1ATE2 NrrH THE LONER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE AD,iU5TE2 FOR HEIGHT AND EXPo5i1RE BY MULTIpLYINCy BY ADJUSTMENT GOEFFIGIENT5 IN TABLE 160b.2D OF THE i=LORVA BUILDING GORE 2001. 3 PLU5 AND MINUS 510N5 51GN1FY PRr-55URE5 ACTING TokARD AND AWAY FROM THE BUILDING 5URf=AGE5_ . PRECAST 1_._ I NTEL. SAFE GRAVITY LOAD TABLE LEN67TH SAFE LOAD -- POUNDS PER LINEAR FOOT UNFILLED FILLED 2'-10" (34") PRECAST 2302 6,861 3'-6" (42") PRECAST 2302 6,039 4'70" (48") PRECAST 2,029 4,657 4--6" (54") PRECAST 1,624 31662 V-4" (64") PRECAST 1,184 3,241 5-10"(64") PRECAST 972 2,718 6'-6" (78") PRECAST 937 2,332 7'--6" (90") PRECAST 767 2,040 9'-4" (112") PRECAST 573 1,529 10'-6" 126") PRECAST 456 1,392 11'-4" (136") PRECAST 445 1,234 12'-0" (144") PRECAST 414 1,140 13'-4" (160") PRECAST 362 1,073 14'-0" (168") PRECAST 338 1,003 14'-8" (176") PRE STRESSED N.R. 1,370 15'-4" 184" PRE STRESSED N.R. 1,203 17'-4" (206") PRE STRESSED N.R. 950 19'-4" (232") PRE STRESSED N.R. 750 21'-4" 252" PRE STRESSED N.R. 610 22'w-0" (264") PRE STRESSED N.R. 570 24'-O" (288") PRE STRESSED N.R. 470 - SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS. - PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED PRECAST MANUFACTURERS. (SEE SECT 4.3) - FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK -OUT BLOCK ABOVE THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS' * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW, MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THiS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOiDS WITH MORTAR.) E 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO TIME FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. NA MIRPANEL 9 gga. PANEL REINF13RCING (EVERY OTHER COURSE) 1/4' , EXPANSION BOLT(2 PER ANCHOR) �. 6' MIN. LAP SPLICE W/ REINFORCING 6' MIN PANEL 000000 LAP SPLICE SEALANT NOTEi SEE GLASS BLOCK INSTALLATION NOTES, GLA65 SLCCK DETAIL * (110mph FASTEST WIND= 13OMPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) RCCE DIAPHRAGM NAILING SCHEDULE RITIGF I INF + + -1 + + + + + + + + +� + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +«I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + + + + + 7+,+++++++++ + + + C+ + + + + + + + + + + + + + + ++ + + ++ ++ ++ + + + + + ++ + +I + + + + + + + + + + + 120 MPH 3 SECON `-ItIUUL UNL EXPOSURE "B" WIND ZONE 1120 MPH 3 SECOND GUST EXPOSURE V WIND ZONE 8d COMMON NAILS @ 6" O.C. & + + 4» O.C. @ GABLE END WALL OR GABLE TRUSS + .131OX2 1/2" LONG GUNNAIL @ 4" O.C. .120OX3" LONG GUNNAIL @ 4" O.C. .11302" LONG GUNNAIL @ 3" O.C. .099OX2 1/4" LONG GUNNAIL 0 3" O.C. 8d COMMON NAILS 0 6" O.C. EDGES & 8d COMMON NAILS 0 12" O.C. INTERMEDIATE .131OX2 1/2" LONG GUNNAIL ® 4" O.C. EDGES & 8" O.C. INTERMEDIATE .120OX3" LONG GUNNAIL @ e O.C. EDGES & 8" O.C. INTERMEDIATE A1302" LONG GUNNAIL 0 3" O.C. EDGES (STAGGERED) & 8" O.C. INTERMEDIATE NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. .09902 1/4" LONG GUNNAIL @ 3" O.C. 21 END JOINTS tw THE ROOF SHEATHING SHALL EDGES & 6" O.C. INTERMEDIATE BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAILING PATTERN. ❑ IRWIN J. 5EN60N, FE, #4 -156 ALI A55A5 HAKI 'I, FE, (la(, TO T4-E 5E5T OF Toe ENC-.iNE5R'5 KNO LEDGE AND 5ELiFF, T E STRUCTUR41L PLANS AND 9PECfl=ICATIGN6 COMPLY WIT4 TWE FLMDA 15UILDIWS WD)E., SECTION 1606 FoR I20 MPW 3 5ECON2 CiIJST, EXPOSUkE 154 WIND ZONE (2001 EDITION). THIS DRAUUINra AND DE516;N IS VALID FOR 12 MONTHS AFTER TPE DATE IT 16 SI6"ED AND SEALED. SICKED AND SEALED FOR TqE STRUCTURAL POIRTION OF TWIS DRAWWz ONLY. SEAL LENNAR HOB NOTE T IS THE BEGINS. DANSCOACTORS ENGINEER NG P.A.BISITY TO REVIEW ALL RESPONSIBLE FOR THEWINGS STRUCTURA BEFORE INTEGRIT(CONSTRUCTION THIS DATE 1/2/02 TAMPA I r 1 N: /BLOCKS/STv �G01 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO ��* +UL THE COMMENCEMENT OF CONSTRUCTION. DE JOB IBC,. FIM - 5021 1 8"x8"x16" NOMINAL BLOCK WITH SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS 12 PRE ENGINEERED WOOD TRUSS 0 24" O.C. U.N.O. ELEV. VARIES 3/8" MORTAR BETWEEN COURSES (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE INSULATION TYP.) 1" x 2" FURRING lx4 P.T. BASE NAILE 2-16d NAILS @) 24" Q.C. FROM TOP PLATE TO VARIES BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) II n it BAFFLES x 6" ROUGH SAWN CEDAR --------- IL-__---- ---- HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT (1) #5 VERT. IN FILL CELLSJi Ir ----------- r----/-FIRST BLOCK TO BE X4 SPRUCE SUB FASCIA 11 it SCHED.) W/ METAL PL. UNDER EA. TRUSS 3/4)) BASEBOARD (SEE FDN. PLAN FOR LOCATION) SET IN MORTAR 1/2" HIGH ,r--ROOF COVERING 12" U.N.O. 2" ALUMINUM ----------- JL_ 104- STRENGTH MIN. 2500 PSI 0 - CD GYP. 71-19 0�;S.193. MIN. SEE ROOF VEN11LATED SOFFIT _j 4"x4" INSPECTION PORT AT ------ ir ---------- r ---------- - CONC, SLAB ii MORTAR BETWEEN BOARD OR f�_-NN'AILING SCHEDULE ON SHT. SN2 C-4 V)_,,--EACH FILLED CELL TYPICAL 8"x4"xl6" NOMINAL 1 11 3/8 S.P.F. DOUBLE TOP PLATE ""-TRUSS BOTTOM CHORD OR 5/8- WALL ELEV, VARIES 6X6 Wl.4XW1.4 WWF CL BLOCK WITH 3/8" it SLAB & BLOCK 2x4 BLOCKING W/ 2-16d BOARD W/ OR FIBERMESH, DER BLOCK U.N.O. ALTERNATE FASCIA _j HEA MORTAR BETWEEN SIMPSON SP2 CONNECTOR--�;' TOE NAILS @ EACH END DRYWALL SCREWS COURSES ALUMINUM DRIP EDGE 0 7" O.C. CEILING SCALD: 3/4u=l'-O' ELEV. 0,-0" 'M FASCIA --- �'l ------ ---------- --------- - AL 8" O.C_ WALLS ALUMINUM ---- ----- Ir --------- 7 x S.P.F. (OR EQUAL) It2' CDX PLYWOOD OR 7/16- C) �q -0 L A.F.F.A-51/4' ---------TUDS 0 16" O.C. U.N.O. R30 MIN. BATT OR "-2x4 SUB FASCIA ,I, ELEV. F.' CID 4' O.S.B. SHEATHING REUD. FOR BLOWN INSULATION GRADE -4 '12" 4 - 4 U. N. 0-11 2" ALUMINUM VENTILATED SOFFIT A.F.F. ELEV. -0'-4 1/4"OL ALL EXTERIOR OR SHEAR WALLS CD AS INDICATED ON THE PLAN. I x2 P.T. HORIZONTAJ_ NAILER (1) ROW 2x BLOCKING 0 MID HGT FOR 8"XS"X16" KNOCK -OUT BLOCK 6 MIL VAPOR BARRIER 2"x6" RIPPED TO ACTUAL 4 1 /4" WI D, LL- WALL HGT. < 8-6'. (2) ROWS 2x BLOCKINO STD- 90' HOO _:: A.F. F. ATTACH SHEATHING W1 8d 3rd PTS FOR WALL HGT. > (SEE DETAIL) W/ 1#5 CONT. FILLED Q -,'OR 2"X4 WITH 3 4" FURRING 0, --=> . - COMMON NAILS @ 4" O.C. 0 . I . _ , '�A. -4. SOLID W/GROUT NOTES: BOUNDARIES, 6" O,C� 0 EDGES, I= - A I ". - . . CLEAN POISONED AND COMP, 0 '-GARAGE DEPTH- A SOIL. (95% MODIFIED PROCTOR FILL ALL CELLS BELOW GRADE WHEN ---- ------- Xz� VARIES 4 INSULATIC PER ASTM D1557) AND @ 12" O.C. @ FIELD 19 R4.2 MIN,.—- WHEN STEM WALL IS LESS THAN 40r Yl ABOVE GRADE. ON 'EXT.. BLOCK WALLS 3',MIN- CLR_ STD. 90' HOOK C.M.U. TYPICAL (2) #5 REBAR CONT. (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN SIMPSON SP1 CONNECTOR 1x2 PT WD FURRING __,------- ON 3'* CHAIR 40" HIGH CONSULT ENGINEER. @ 24" 0. C. TYPE "S" MORTAR 1/2 ox8" ANCHOR BOLT 0 24" O.C. 2x P.T. BOTTOM PLATE W1 2"Ox3/16- PLATE WASHER (TYP.) 6X6 W1,4XW1.4 WWF ARCHITECTURAL ALTERNATE 6TEMWALL FOOTING AA GARAGE 5LA5 AT STEf=' 5 4n MIN. OR FIBERMESH 1/2" GYPSUM --,/,/ ownwousTo FoolER BELow IBO* 1400K DETAIL e7j'_7 3/4'=v_o' 34'=P-o' FINISH WALLBOARD U.N.O. <0. 15LOC-K SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION --- - 7- N_ 4" 3 1/2'-4 1/2" MIN. PLYWOOD SHEATHING NAILED 20" MIN. LAP 1 MIN. (1) #5 VERT. IN FILL CELLS -4 E FOUNDATION PLAN FOR LOCATIONS) x S.P.F. -STUDS @ 16" O.C. W/ 8d COMMON NAILS @ 4- O/C BOUNI MIN. lx4 P.T. BASE NAILE 2x STUD 6- O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. OR #4 REINFORCING BAR \ �\ '\ 4"x4" INSPECTION PORT AT LOAD BEARING OR -------------- 8" C.M.U. (2) #5 CON EACH FILLED CELL TYPICAL EXTERIOR WALL(2) ROWS OF 2x BLOCKIN 2x STUDS @ 16" O/C *3 4 04 LAP SPLICE 11 Cq, 3 1/4�' BASEBOARD- 0 THIRD POINTS U.N.O. MIN, 1110 1"x P.T. STUD Rl 1 25" MIN. LAP Ag 1/2'0 x 8" "J" BOLT @ 24:' O/C 6x6 Wl.4xWl.4 - STD. 90' HOOK cl� #5 VERT. IN FILLED CELL W/ 2-OX 311C PLATE WASHER TYPICAL -7/8" STUCCO FINISH PER ASTM C. 926 R)?994� 36'�q� AAA T"rf='ICAL 5EARING WALL f &TEf= c OR FIBERMESH - 1/2"0 ANCHOR BOLTS 4 (SEE DETAIL) NOTE, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8- #5 REINFORC�IZG'RAR CONCRETE SLAB WITH BROOM - @ 24" O.C. W1 NUT & WASHER i /Z x 6" "J" BOLT HILTI 1/2"0 KWIK BOLT 11 OVER METAL LATH. FIRST 2 LAYERS 3/8- THICK NOTE: 5CALE: 3/4'= 1'-0' 51 FINISH SEE STRUCTURAL NOTES - MIN. 2500 PSI 0 24" O.C. VERT. W/ 8- MIN. EMBEDMENT MAY EACH. 3RD LAYER 1X THICK. SIMPSON HETA20 @ EACH STUD - CONC. SLAB S LAP Sf=L[CE BE USED IN LIEU OF ANCHOR WITH 16-10d X 1-1/2" MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS. SIMPSON SP1 0 EA.'STUD Cp"z 36" MIN. LAP BOLTS. PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT 11 (1) SIMPSON SP1 TYP. x x EXTENDS UP STUD. WZ 8- MIN. EMBEDMENT MAY Cc, �g S:17 2x P.T..E oc OR FIBERMESH 2X P.T. PLATE BE USED IN LIEU OF ANCHOR 6 MIL VAPOR \--#6 REINFORCING BAR SIMPSON SPVS ARE NOT BOLTS. R o BARRIER f REQUIRED W`1 THIS ALT. je *ro LAP 5PLICE C�' pi N SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS 0 9 oD \�/\� / �/ �\FINISH AIDE WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE F1 00 Z 6 MIL VAPOR BARRIER (2) #5 REBAR CONT. MIN. CLR. >/N 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO z \LCLEA'N POISONED AND COMP. x 1> 04 ON 3" CHAIRS TYP. SOIL. (COMPACTED TO 95% MODIFIED #5 REINFORCING BAR U.N.O. CLEAN POISONED AND COMP PROCTOR ASTM D1557) R 1 7/8 /���/�j/i�/��/`\/\�jSOIL- (COMPACTED TO 95% MODIRE x _11 PROCTOR ASTM D1557) x A X 45 STD. eO* 4400K S.P.F. DOUBLE TOP PLAT USS BOTTOM CHORD OR �4UD COMPLIANT T*i-FICAL WALL SECTION /A FRAME WALL TO C.M.U. WALL CONNECTION/ C) 2x4 BLOCKING W1 2-16d NOT TO $CALE T-il=ICAL EXTERIOR FRAME WALL FOOTING rE SIMPSON SP2 CONNECTO 6C.4LEt 3/4`=I'-0 SEE A/Sl FOR MORE SLAB INFORMATION SCALE. -34'=P-O' TOE NAILS @ EACH END DET,4IL5r F_ '� )p x S.P.F. (OR EQUAL) SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION SCALE-- NT.5. STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING 0 MID HGT FOR--Z 19 WALL HGT < 8'-6-4 (2) ROWS 2x BLOCKING P.T. 2x4 1/2" GYP. BD. @ 3rd PTS FOR WALL HGT. > 8'-6. /2"Ox8" ANCHOR BOLT @ 24" O.C. SOLE PLATE W1 2"Ox3/16" PLATE WASHER (TYP.) NOTE HOLD GYP. BID. 2X STUDS @ 24" O.C. U.N.O. SIMPSON SP1 CONNECTOR-\ 1/2" FROM SLAB SEE SECTION C/Sl ROW 2x BLOCKING 0 MID HGT. FOR 2x P.T. BOTTOM PLATE-\ 6X6 Wl.4XW1.4 WWF FOR ADDITIONAL INFORMATION (1) CONT. BEAD ll/�" GYPSUM WALLBOARD U.N.O. 4' MIN. OR FIBERMESH WALL HGT. < 8-6". (2) ROWS 2x BLOCKING X SEALANT W1 DRYWALL SCREWS 0 8"O.C. 3rd PTS FOR WALL HOT. > 8'-6". Of op$ -7 BLOCK WALL BEYOND IINI17ERIIOR� GARAGE 4. , :t ?I I I -4 CONT. BEAD 00 = I �_ D 112--e" m MIN. TYPICAL C.M.U. BLOCK WALL EXPANSION JOINT U.N.O. SEALANT SIMPSON SP1 CONNECTOR 8. 1/2"--4 e-VARIES- MIK C==== H.D. RECESS HILTI X-CF NAILS 0 12" O.C. #5 CO'NT.--,� STAGGERED, FROM BOTTOM 6X6 WlAXW1.4 WWF OR FIBERMESH GALVANIZED METAL STOP SECURED TO WALL 1/2" MIN. PLATE TO CONCRETE OR EQUAL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM (2) #5 CON T_. CONCRETE SLAB /2"Ox8- ANCHOR BOLT @ 24" O.C. X6 WIAXW1.4 WWF` OR FIBERMESH l'-4" SPACE ANCHOR BOLTS 6" MAX. W/ 2-Ox3/16- PLATE WASHER (TYP.)_ OF 8" ABOVE GRADE. >-""z I U.N.O. MIN. FROM END OF 2" x PLATE EST. GRADE 6X6 WIAXW1.4 WWF C) -f='[C;AL 5EAF�,'ING v > ALTERNATE T'� OR FIBERMESH ,kELEVA ON v _u P OF SLAB < WALL '4 5TEF UJ/O 5HEAR UJ,4-L NOTE: SIMPSON HETA20 0 EACH STUD WITH 16-10d X 1-1/2- MAY 11 MIN. 3" MIN. CLEARANCE 6 MIL BE USED IN LIEU OF ANCHOR \N'I% BOLTS, PROVIDED HETA20 &CALE., P- 0 5 1 NOTE: (2) #5 CONT. V 4" VAPOR BARRIER EXTENDS UP STUD. HILTI 1/2"0 KWIK BOLT 11 NOTE: ON 3" CHAIRS (TYP.) W/ 8� MIN. EMBEDMENT MAY (2) #5 CONT. HILTI 1/2O KWIK BOLT 11 (2) #5 STEEL (CONT..) BE USED IN LIEU OF ANCHOR W/ 6- EMBEDMENT MAY BE SIMPSON SP1'S ARE NOT BOLTS. ON CHAIRS REQUIRED L THIS ALT, USED IN LIEU OF ANCHOR ARAGE DOOR 6L,45 RECE55 BOLTS Gz FIN15H TEXTURE 5fREAK F❑ SAMUEL A C%R.EEN5EFG;, f:r=. #34245 SCALE, N.T.S. SCALE.- N7-5, INTERIOR WALL 5L,45 5TEF NON-5fRG' F] THUY H. PUYNH, Frz, %0122 SEE A/Sl FOR MORE SLAB INFORMATION SCALE: -"�/V= 1 1-0 . SEE . A/Sl FOR MORE SLAB INFORMATION El IFRWIN J. 5EMSON, FE. 04(3156, T"rFICAL INTERIOR 5EARINCI: WALL czi EJALI 455As HAKIM, f:>.E. wo(oia(o SCALE: '/4'= I' -0 TO THE 5EST OF TWE ENGINEER'S KNaiLEDcar-_ ANo BELIL5, TI-rt MASONRY WALL AND _J $TfIZICTURAL PLANS AND ISPECIFICATION5 COMPLY WITH THE EXPANSION JOINT FORMED USING EXPANSION JOINT MATERIAL PAD FOOTING --------MASONRY WALL AND r-L0?RIDA BUILDINri CODE, SECTION Irooro FOR 12o MP44 3 SECON0, SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION 1 PAD FOOTING GUST, E>(POSURE '5' WIND ZONE (2001 EDITION). THICKEN SLAB EDGE BETWEEN 3/4- RECESS FOR S.G.D. 8" MASONRY WALL TWIS DRAWIW-1 AND DESIGN 15 VALID FOR 12 MONTH5 AFTEP, TIJE: 6X6 W1.4XW1.4 WWF OWN 6X6 Wl.4XW1.4 WWF EXTEND FILL CELLS TO FOUNDATION OR FIBERMESH FINISHED CONCRETE LANIA TO STEEL ACREATED 01-02-02 SfGl�MD AND SrEALED. rOR '44rm STPUCTUP-41- f*OPTION Or- T4­41_6 RECIEVE BROOM FINISH U.N.Oz-\ 1/2" MIN. DRAWIN65; ONLY 3/4" RECESS FOR S.G.D DOOR FRAMES AS SHOWN DATE IT 16 SIGNIEED AND 5EALE0_ OR FIBERMESH CONT. FOOTING STE PAD MAT REINFORCING. 6X6 W1.4XW1.4 WWF 4 GRADE 6" MIN. ­74 OR FIBERMESH C-4 'A 4ANi C-4 A ,4FOOTING BEYOND L.00 A GRADE FOOTING DEPTH \/�\\,�----- g.4 00 4SEE SCH DULEENGINEERING, PA. 3" MIN. CLEARANCE D 6X6 Wl.4XW1. P.O. 50X 3400 APOLLO DEACM - FLORIDA - a3b;12 4 WWF-/ PHONE - (813) 645 0166 PAX - (813) 645 9&W OR FIBERMESH (2) #5 CONT. ED 4&10 @THESE DRAWINGS MD DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND -Ml (2) #5 CONT-.--" PAD REINFORCEMENT 120 MPH /w\ \�/w WENT ON THIS PROJECT ANY REPRODUCTION OR UNAUT110RIZEDUSE IS PROHIBITED, - 2()03 1'-4 (SEE SCHEDULE) 3 SEC. GUST (1) #5 CONT. (1) #5 CONT�-X MIN. CLEARANCE F001ING WIDW Cf=T I ON 4'1 Cf=T I ON *2 SEE SCHEDULE WAL LENNAR HOMES MIN. p SCALEWTED '4M 5'4,/. 'tAMPA DIVISION 0 5LA5 5TEF 4 REC SEE DETAIL L ON SHEET Sl OATE In/ 02 N:/BLOCKS/STD 20-01 FOR OUTER EDGE OF LANAI PATIO COLUMN FTC. DETAIL N SCALE, 3/411=11-011 2 vx --R (WHERE 2 ;16d BOTTOM 2, 9 5C,4Lr=; 3/4N.T,6. SFECTIONS, DETAILS, NOTES -T'�-f=IGAL THICKENED 6L,45 FIDee rL"� 5 CA4 IL IE � 3/4 1''- 0 SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION INFORMATION �,SEE SEC. A/Sl FOR ADDITIONAL SLAB KNO K36' MAX,-0UT BLOCK NOTCH LINTEL WHERE REQUIRED 12 RE -ENGINEERED WOOD TRUSSES 0 24" O/C ,r GIRDER TRUSS W/1)5 FOR CONCRETE PLACEMENT PLIFT CONNECTOR (SEE SCHEDULE) PREFAB CHIMNEY CAP < , ' d STD. 90' HOOK (TYP.) SEE ELEV. SIMPSON ; : - 2"x BUILT-UP COLU��l4! --- 0 S F ?"x4 s.: TO SLATE SIMPSON H5 AT I LAs1 ItNG HTTiB TYP- 1 2"x4" BLOCKING (SEE MANUF. ATTACH BLOCKING b '• - a. ° IMPS(X•I MT512 EA. CORNER Y'' ..: FILL CELL BOND BEAM EACH JOINT TYP. SPECS. FOR MINIMUM DISTANCE) TO TRUSSES W/ SIMPSON SLOPE CONT #5 BAR °°°° 18-16d NAILS 7/8" STUCCO FINISH PER ASTM C. 926 A34 ANGLE TYPICAL RE —ENGINEERED _ m4oe APPLY 3 LAYERS W/ TOTAL THICKNESS 7/$" EX OR FINISH WOOD TRUSSES STD. 90' HOCK-/ OVER METAL LATH. FIRST 2 VYERS 3/8 Q� THICK EACH- 3RL? U�YFR 1�$ TIaICK. ,PREFAB CHIMNEY �} �2X TOP PLATE ° 5/$„x$' °J" BOLT Ck CONT. #5 :::: 5/$»� HILT] KWIK 801 T zz / } ,PREFAB CHIMNEY ASSEMBLY 5/8 0 THRU RECAST LINTEL W/ (1) #5 CONT. W MIN. $ EMBEDMENT CRICKET AS REQUIRED — BLOCKING MID PONT WHEN CiCKETi g AR siD. 9a• - — " / s '6'-0" IN OPENINGS GREATER THAN 6'-0" WIDE HOOK —CHIMNEY EXCEEDS IN HEIGHT z l �l BOLT I g GALV. METAL o FLASHN 1 /2" SHEATHING OR O.S.B. \ b 27x4" STUDS 0 16" O.C. MAX. 21OPENING ®- SIMPSON SP2 0 EA. STUD �' 46 2"2 x4�BLOCKING MTYP_ G / . GALV. MTL. FLASHING ' SIMPSON HTT16 2 X B.U.0 CRICKET TD 1 FASTE1 /2" EXTERIOR GRADS SI IEATHING TRUSS TOP CHORD FILLED CELL W/ (1 } #5 VERTICAL NED TO TRUSSES WITH 8d COMMON WRE NAILS 0 4" O/C BOUNDARIES ='IG;4�. � 11„I D T14IL5 SEE FDN. PLAN FOR LOCATION S" 0/C EDGES & 8 O/C FIELD .. C ,T I ON "4 - A " PSON MTS12 0 EA. CORNER T'I'P I G4L 1-ITT i ( TO -. NOTES: :•:.:: -: a - _. OUBLE 2"x4" BLOCKING SC'41-E' N. i _S.Q�2 SUll, T-UI=' GO1..U1'l�i D�T,41L, 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ✓ --vC,Alrf4 mI b 52 (D VERIFY THAT ALL REINFORCEMENT 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" O H#GFIESTO9ONDLI�PA�ION SIMPSON 5TRc'�N 2x4 PT STUDS 0 16" O.C. OR (1)2X4PT STUD _ HAS BEEN PLACED PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTTIro 0 24" O.C, UNDER COMMON TRUSS (U)2X4 - ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 5OND 5E,4M STEM' DET,41L PT STUDS UNDER Hip CARTER/GIRDERR TRUSS aCALE: NT.S_ �2 ABOVE 1 } PP ;ON LSTA14 _- MAIN SPAN ROOF TRUS� SIMPSON HUSC48 CONCEALED FLANGE 24" a/c STAGGERED (TYP.) T '�'IC,4L MILLI=D SC,4LE: N_T_5. 52 C 2X4 BLOCKING UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 10d INTO BEAM & SEE FLOOR PLAN NOTES LINTEL ,456EM5LY FOR REQUIRED CONNECTION SIMPSON META20 >� A, ST'ula _:` _ (6) 3/16" X 1 3/4" TAPCONS 10d NAILS C�? 6" . MOISTURE BARRIER SGr� 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ 2500 PSI GROUT 1 #5 VERT. IN CONC. FILLED W/ STD. 90' HOOK IN K,O: BLOOD KN EEWALL x4S0V MA60NRY WALL D�T,41LrE� 5CALE: N.T.S. 52 f MEVENT OR 2ND FLOOR lo- 1 /2" MINIMUM CEMENT FIll TYPICAL C.M.U. WALL (2) 2 X 8 BEAM TRANSOM OPENING 7'-4„ A.F.F. PRECAST RECESS LINTEL (FILLED) #5 REBA DOOR OPENING CA` O.C. STAGGERED TRANSOM-- -- ,d SIMPSON DTC 0 FRAMING EA. BLOCKING 16d NAILS ® 16" O/CEACH 2—ROWS 16d NAILS STAGGERED 0 16 O/C EACH FACE OR 3—�t0 16d i4AILS STAGGERED 0 16 O C FOR 2"x10" OR GREATER HEAD �- N T Srj2 SIMPSON STC W/ TRUSS BOTTOM CHORD OR �� PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5/8 8" 7 5/8 „\�- $ 7 5/8 8 2X8 WALL TOE NAILS 0 EACH END (24" O.C. MAX) PLYWOOD SHEATHING ABOVE ENTRY j1) 2"x4" CRIPPLE FOR DOUBLE HEADER W/ 1/2" 52 K.O. BLOCK OPENINGS 6'-0" OR FUTCH PLATE U.N.O. B W/{1 } #5 CONT & FILLED LESS 8c2dR 2" x 4" C6RI 0 LEGREATER tj " 1/4 MIN. SPACE 2x TOP PLATEu SOLID AREAS GROUTARE TEL AND SOLJD AREAS Tr > i APVD GROUT PLYWOOD ANCHOR BOLT REQi1�RED MTMN%AS OTE: 2-16d NAILS ® INTERIOR WALL SAW CUT TO 10 1/2" SAW CUT TO 10 1/2 FULL 8x8x16 BLOCK SHEATHING HEADER w/ (a) 16d 0 16" O/C UNLESS NOTEb OTHERWISE 24" O.C. OR EQUAL TO'TRUSS ® MASONRY U,---,��ASONRY BOTTOM CHORD OR BLOCKING WALL BELOW --ANCHOR BOLTS 0 24" BEE USED IN LIEU OF SIMPSON ---DOOR OPENING— -- OPENING WALL O.C. MAX. (MIN. {2) �-2"x4" STUDS TYP. STC —DOOR — — ® —DOOR OPENING— PER BOTTOM PLATE) 2x STUD 0 24" O.C. MAX. I THIS S CAVITY WITH FILL TH ® PHI THIS CAVITY WITH ® 1 ILL IBIS NISH STY 111 In 10 A SIMPSON HUSC48 UPLIFT CAP " 13OZ IbS) EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED 11 GRAVITY CAP = 1262 Ib5} SEE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO 10 lo C' CONNECTIONS EQUAL ® 12" O.C. STAGGERED LINTEL ABOVE LINTEL ABOVE. LINTEL ABOVE. SIMPSON FROM BOT. PLATE TO CONCRETE ❑ ❑ �- STANDARD J" DIA. TEE 3/4" FURRING STRIPS SIMPSON SIMPSON ol LfNTEL5 AT ENTRY ---- ------ -- ---- A35 X6 W1.4XW1.4 WWF THREADED 3" DIA. EXTENSION A35 SP2 O„F°o,� P.T. BOT. PLATE 2x P.T. PLATE 1 2- GYPSUM BOARD DOOR W/TR,4N5OM DD 2X4 TOP * UPLIFT CONNECTIONsN�NC OR ABERMESH 1ST COARSE 2ND COARSE 3RD COARSE 11 W/ DRYWALL SCREWS PLATE REQUIRED AT LOAD NOT TO SCALE "� BEARING WALLS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE FO11AI�3FFTU(TAP 3" DIA. ♦ e OVERLAPPING COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE DRYWALL NAILS .',, - - �+ LOAD E3 ,4RINC / XT -RIOP, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 11 DOOR JAMB \� NAILEDD INTO lad NAILS 0 6" W,4LL HEADER D1=T.4IL ra TYPICAL INTERIOR Nil-�3EARINC•> WALL fJ�TAIL ,j MASONRY LAYOUT � TRANSOM STAGGERED 3-1/4" LONG X 3/16"0 TAPCON. _,. FRAMING SCALE: N_T.S. � 2 SGAL�: N T.S. 52 5CALE: N.T,S. 52 01 INTO BLOCK@ SPACING PER MANUFACTURE TRANSOM FRAMING 10 1X4 P.T. SEE SECTION AA/S1 AND 1 �� DETAIL BB/S1 FOR ADDITIONAL z REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " FORM CONCRETE INSET TO DETAILS REFER TO PAGE SDW2 FOR WALL ABOVE.ATE A LID BASE FOR BLO%K " SIMPSON SP1 ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1 2" PLYWOO 1/2DRYWALL,,_ 1 X 4 FURRING / MIN. EXTENSION FROM EXTERIOR n " NCHOR BOLTS 0 TYPICAL C��4i�AC-cE ©GC7i� SCRAP MATERIAL FACE OF BLOCK WALL IS 1 1 2" DOOR JAMB W 1/4 X 2-1/2 S.D.S. SIMPSON SIMPSON 35 " Ti�,4CIG i"i0U1�tTINI i�T41L MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. @ 12" O.C. RECESS A35 24 O.C. MAX TY1~'IC L SECTION THfRU E. INDOW ~ -" LINTEL SCALE. N. t 6. 52 FACE OF BLOCK WALL IS 2 1/4" TO DRAIN C4LI=: N.T.S.j2 = .. 2X4 P.T. 3/16"4 X- LONG TAPCONS STAGGERE 1X a PLATE @ 16" O.C. 2-ROWS INTO MASONRY ° a . #, a THROUGH 1X4 P.T. & 1X8 P.T. X P' ' 2X8 P.T. BOTTOM PLATE GARAGE DOOR -TRACK MOUNTING BRACKET FOR GARAGE p00R pE flSALi : l S iO WALL cL.�,4N-•OUT ,� 1-1/2 " D ETA) � FOR WATER SHED, 5CALE: N.T.S. 3/16" x 3 —1/2" TAPCON ---GARAGE DOOR TRACK KEEP STIFFENER BACK FROM SIDES EN3UGH 52 ANCHOR BOLTS 0 24 O.G. MAX. SIMPSON SIMPSON DOOR JAMB 1 4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) A35 SP2 • GARAGE DOOR ROLLER ..._'.. 2x4 (NOM.) TO ALLOW SPACE FOR FLAT MASONS 700LS /CONNECTION ASSEMBLY 'TOP SPLICE 0 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM - (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORD, ANY TRAA LL ppIF�C TWiN OF '; , . , ;< : • 1X4 P.T. .. SIMSPON META 16 (SEE PLAN FOR SIZE) GA�AGE LOOR MATERIAL OR CONSTRUCTION METHaIJ • I�AY BE USED PROVIDED END OUBLE 10d 2 X 8 P.T. C 2X4 STUDS 0 24 O.C. /-- W PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING." 2 1 /4" DETAIL 1 SIMPSON SIMPSON SIMPSON G,4R,4GE .E1o1TR� OR1'� 1 /2" DRYWALL 1 X4 F(1RRING A35 SP2 A35 I F DT,4 i • 1Od 8" O C 10d NAILS 0 4" 1/2" ANCHOR BOLT 0 =:' 5CAL E N.T.Q. / " " ,� 24" O.C. MAX. MIN. (2) ' { : ' MOUNTING BASE SHOWN • DOOR ,IAMB W 1/4 X 3 S.D.S. sTAGci:RED - 1 X�'3�. `�\ _ SECTIONPER PLATE 2X4 P.T. POURED CONCRETE BASE FOR �`~IN POSITION PLATE BLOCK WALL. RECESSED BOTTOM OF MOUNTING BASE i SPAC FppR .RAG RDORpR TO BE 2" ABOVE FINISHED 3/16"0 X 3-1/2" LONG TAPCONS STAGGERED X8 NAILED) INTO .. AND ATER le �ORWARD GARAGE FLOOR. 2xb MOUNTING BASE OTTOM SPLICE STAGGERED @ 16" O.C. 2—ROWS INTO MASONRY 1X8 ��� TRANSOM TRANSOM OPENING THIS DRAWING. 8x8x16 c.I�.u. NOTE: OVER STUD THROUGH 1XS P.T. & 2X8 P.T. TRANSOM FRAMING ` PLYWOOD PARTIAL INTERIOR ELEVATION ,� PLATE LENGTHS MUST BE 1 X 4 FURRING SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 WIRE NAILS @ 4" 0/C BOUNDARIES 7,-4" A.F SG4L : N.T.S. GARAGE FLOOR AT LEAST 8'--0" LONG. TYPICAL }' DETAILBB/S1 FOR ADDITIONAL 6" O/C EDGES & 8" O/C FIELD PRECAST RECESS 1/2" DRYWALL-1DETAILS . LINTEL(FILLED)SIQUNTING BASE NOT TOE' f'L.,4TE 5PL.ICE DET,4IL. 1'''IOWN FOR CLARITY SCALE: N.T.6. DOOR JAMB W 1/4" X 4 1/2" S.D.S. 12" O.G. SIMPSON SP1 #5 REB SEE DETAIL BELOW 52 .. . 10d 0 12" O.C. RECESS-SIMPSON SEAT FOR BLOCK is MOUNTING �a,45E DETs411 2X2X8 P.T. WITH n 3/16.0 X 3" LONG TAPCONS LINTEL A35 SIMPSON A35 A DOOR OPENING POURED IN PLACE CONCRETE SIMPSON LSTA12 C�? 24" STAGGERED @ 16 O,C. 2-ROWS INTO MASONRY 2X8 _ GARAGE FLOOR SLAB sC 4! I=: r �_i.s. DOUBLE 2x TOP PLATE STAGGERED (FOR SNORT J - " Q �: DETAIL a a. a EMNE SL NOTES [� �,�i°'1 EL 4. CI �I�I�E C, . 4245 ' SPAN PROVIDE 2 STRAPS ON e a 4° SIMPSON META16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD ! F EACH END MIN.) 4 2X8 P.T. BOTTOM PLATE FOR DRAINAGE ❑ TI-ILLY' P. PUY"I` H, f=E. 060122 j A 5UILDOUT a OVER 51ZE DOOM'.— FRAMING DI�T,4IL5 LINTELS ,4T NTR j JMC 2x BLACKING 0 EACH END W/ 10d WINDOW ROUGH OFENING5 �� A50VE ENT �� DOOR W/TR,4N5C�1'fI �� � IRWIN J. BENSON, F.E. 4S75a i x 3" ® 4' O.C. FROM EACH HEADER NOT TO 5GAL3= �jj2 ANCHOR BOLTS 0 24" O.C. MAX. (MIN. RIOT TO 5G4LE 5� NOT TO SCALE , ALI ,45BA6 HAKIM, F.E. &lad FACE TO BLOCKING (2) PER BOTTOM PLATE} Y sEE PLAN FOR Fa011Nc TO T4�E BEAT O THE ENGINEER'S t<NOWLEDC%E AND BELIEF, TIME DIMENSIONS 6TRUC7URAL Ftme AND 5 ECIFICATIO S COMPLY WITH T4E (2} 2x HEADER z x s BRICK - CONNECT To BLOCK WITH SECTION " 2 x 8 P.T. BUCK -CONNECT TO BLOCK ASECATION 3/16 x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) B-B FLORIDA BUILDING% CODE, 6ECTION 1606 FOR 120 MPH 3 COND I G ,457 EXF05URE S IUIND ZONE (200I EDITION). 2x BOTTOM PLATE W/ (1 ) 10d X 3 W/ 3/16 x 3 1 /4 TAPCON MAX. C��R,4C�� �NTR`!' 1=11� 1 �#-��D ' era VARIES 0 12" O.C. TO EACH HEADER FACE ( 1 1/4" MIN. EMBEDMENT INTO BLK.) " MAX. SOLID BLKG. AT TOP '-O" 8` B`-0` 8' T1416DATE IT 16 NCG AND DE51SE !S VALID 3=0R I2 MONTHS AIR T' j N. ARCH BLKG. &SUCK M,4,S0NR`r' DETAIL 1 X 4 FUROR LOCK HEADER SOLID BLKG. AT TOP � DA•CE IT IS $4CsK1I=D FWD SI=,�LI�D. I 3/16" x 3" TAPCONS BTWN. ARCH BLKG. &BUCK 5CALE: N.T.S. 8iGieD AND SEALEE) FOR T STRJCTUI POSITION OF VETS 2 x � CMI1�1_� ��',4MI= 52 UJALL �4EADER DETAIL 1 X 4 FURRING IN BNU�� AT 8" O.G. 8d NAILS 0 8" O.C. AT BUCK 2 x 8 VERT. W� (2) 10d,DRAli11NGx ONLY. BLOCK HEADER NAILS AT EA. END „ (4) 1Od NAILS INTO LEAVE A CUT OUT IN O.S.B. SIMPSON LSTA12 @ 24 PROVIDE 2 x 8 DIAG. BRACE PROVIDE: (2) MIN. 2 x 8 BRACE/ BLKG. ON THE INSIDE TO ALLOW FOR c�u BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE AN L'I'll (2) 2x4 TOP PLATE STAGGERED (FOR SHORT INSULATION TO BE INSTALLED SPAN PROVIDE 2 STRAPS ON 1/2" DRYWALL HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN AlREMSED 08-15--03 NIN RIN 4 BRACE AT EA DIAGONAL LEAVE A CUT OUT !N O.S.B. 4" MIN, OF START EACH END MIN.) " OF ARCH W 3 10d 2 x 8 VERT. ON THE INSIDE TO ALLOW FOR OF ARCH PD. BOX - ,4 ® IDA - 3 -12 2 x 8 46 DIAGONAL 7/16 OSB // ( ) INSULATION TO BE INSTALLED O CREATED 01-02-02 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA. EN)D BRACE(S) 12 Q MPH �� .. t813) 645 0" FAX ®(8t`3) cm -POLY —CELL IN THIS AREA THESE DRAMNGS AND DESIGNS ARE THE J01NT PROPERTY OF DANSCO ENONEERING, P.A. AND THE -34 4510 lJCLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROM al U. — 2003 BUILT UP PLWD. BUCK - (4) 1 ad NAILS INTO 7/16" OSB 3 SEC. GUST MOOD HEADER W SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. SCRUIETUP PLWD. BUCK jNOTCH) BACKSIDE TO ARCH PANEL / ARCH CONNECT W/ 8d NAILS F L WOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START TOP ARr,* 'SEAL LENNAR WOMES _ 2X 4 FRAME 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS 4' W RAD, W('ALL FADER DETAIL INSTH WDW. SCR HBLK G. . BTWN. OSB ARCH FACES W (4) 10d NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 srALr=NoTm v� ANCHOR INTO ARCBL THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. TAMPA 01VISION ON WALL ! i rl PER INSTALLATION DETAILS PROSTART OF ARC PER INSTALLATION DETAILS EQUAL EQUAL DX� E 12/12/02 N:/BLOCKS/STD 2001 �U�4LL i—I �4D R D T,4IL.5 DETAILS OR TAPCONDE PER 1-1/2'RWTHKS OR MORE BUC 4' MAX. W. ARCH D E T,4I L �'j� t r � } • ,4RC1•-I 1JI T IL WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE CJ.2 5 I OOI� � D ir aNOTES SC,4Lr=: N.T.S. NOT TO SCALE 52 52 DE JOB NO. F"M - Ea027 52 � o j`� 2P✓'-�' BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING MAX 20'-Ol MAX END JACK l "X" BRACE SEE CONi1NU4US BOTTOM C0R BRACING SEE STRUCTURAL NOTES AND NAILING l SCHEDULE FOR SHEATHING DETAIL " SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NA#LS 2"x4 OUTLOOKER 0 24" OX. � 2"x4" OUTLOOKER � 24" O.C. qET. J/S3 2"X4" MIN. (SEE DETAIL M S3} (0000�(OPTIONAL - SEE E.EVATIONS) u'-0° MAX s. .. (3 �`� SIMPSON Hio OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' EA. OUTLOOKER OF TRUSSES a EDGES OF SHEATHING TYPICAL w.. TOP CORD BLOCKIN FOR FIRST FOUR ROWS fxe CROSS BRACE I SIMPSa H10 OR EQUAL OF TRUSSES 0 EDG S OF SHEATHING TYPICALDOUBT F TAP PLATE I CAD EA. UTLOOKER AT RIDGE FASTENED AT EACH JOINT Wf I 2.4` MAX.. � n �0,/ 4" MAX. 2"x4 GRASS BRACE 1 y 7/8 STUCCO FINISH PER ASTM C, 928 MI POON ! ��;��� 0 EA.f S D_/ AT RIDGE FASTENED (2) 10dx3�"INIMUM" APPLY 3 LAYERS W/ TOTAL 7HICKI�L'G� � ,�� j "L" BRACE TO EXTEND AT LEAST 2x4 CROSS _ OVER METAL LATH. FIRST � t A ' S,,Rr/8 AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) BRACING (SEE PLAN � � � � %o FOR LOCATIONS) YERS 3 8 7f8" STUCCO FINISH PER ASTM C. 926 { THICK EACH. 3RD LAYER 1 8"THICK. f 2X6 FRAMED 1WALl — SEE e WALL SECTION FOR SPACING APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8' 2"x6" P.T. StLL ®®...... w CORNER JAC , I 2) 16d PER JOINT w � OVA AL LATH. FIRST J.AYFJ2S 3 8 � ., 1/2" CDX PLYWOOD OR 7/16" THICK AGH. 20 LAYER $�� �iIC,X. I ABLE TRUSS CL � � � 2"x4 PANEI R C1 Il ii7 ` o C. OSB SHEATHING ATTACHED W/ 10d FOR THE: MRST i4 R6WS OF TRUSSES - FRtt}La tn. END TQP & BOTTOM NAILS 0 6" O.C. EDGES AND 12" O.C. 2"x4 PANEL BLOGK{NG ®48" O.C. I 1 /2" CDX PLYWOOD OR 7/16" OSB ATTACHED W/ (2) 16-d TOENAILS FIELD FOR THE FIRST 8'-0" OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 6" Q.C. (2) 16d NAILS FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.G. HELD ° 61 � ' • 2"x4" BLOCKING ATTACHED W/ (2) 16--d TOENAILS I - ..:.....,.; z. 10dx3"a 3" O/C THROUGH —� ,... _ e @x oU CHORD INTO 2"x6" P.T. PLATE ONIINUOUS BOTTOM CORD BRACING 1"x4" MIN. DRYWALL ?" €! ILIIv DENSE 2"x4" "T" ON TOP OF PANEL G iM 'WALL BOARD FASTENED BLOCKING, FASTEN WITH 2"x4" "T" ON TOP OF PANEL. 7: 13 WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" 4" OjC BLOCKING, FASTEN WOISTURE BARRIER ITH MNOTE: DRYWALL SCREWS COMPLYING WITH 10dx3" 0 4" 0/C ASTM C1002 FOR FIRST 8'-0' FROM END WALL 0 4" 011Q TYPICAL 5/8" OR 1/2" CEILING DENSE SIMPSON META20 OR EQUAL C-RC$6 5FZ4CING DETAIL 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CORD GYPSUM WALL BOARD FASTENED ® 4'-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING WITH 8d COOLER NAILS OR 1 1 //4" LONG SCALE: N.T 5. GABLE END BRACING j ;, " ( DRYWALL SCREWS COMPLYING WITH ASTM C1002 53 THAT MAY BE REQUIRED 4'-O" O.C. MAX. FOR CHORD SLOOPE OFAADJACENTOTRUSS) FOR FIRST 8'-0" FROM END WALL 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES Uf=L ITT GC NNE C T I DN5 HIP E,4! N 4" O/C TYPICAL BRACING PROVIDED IT EXTENDS OVER AT MAST 90% OF THE WEB. � USE SIMPSON META20 (OR BETTER) CONNECTORS SECTION1/2 ON TED "O ANCHOR BOLT @ 48" O.C. REQUIMINIMUM FERMAB NENT TRUSS RACING FLAN �, (OR EQUAL) © MASONRY OR SIMPSON H10 (OR EQUAL) MINIMUM 6" FROM PLATE SPLICES CONNECTORS 0 FRAME WALLS & SIMPSON H5 W/ 3/16"x2"0 PLATE WASHER AS PER HIB 91 5CALi=-: TIT.$. C Q HIP JACK TO FRAME WALLS. C,4LE: N.T.S. 53 5CALE: N>-T_,S_ �63 SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKING SCHEDULE FOR SHEATHING DETAIL 2x4 BLOCKING @ 48" O.C. YBACKNAIL W/ (2) 16d NAILS ( 16d NAIL "L" BRACE I I 2"x4" OUTLOOKER ® 24" O/C ATTACHED W/ 10d NAILS 7 f$" STUCCO FINISH PEI A�a�h1 C. 926 APPLY 3 LAYERS t f TOTAL THICKNESS 7 f 8" @ 4" 0. C. TYPICAL OVER METAL LATH. FIRST SAYERS 3/8" PRE -ENGINEERS OVERLAP t,t THICK EACH. 3RD LAYER:1 f 8 THICK. TOP CORD BLOCKING FOR FIRST FOUR ROW I IMPSON HID OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I 0 EA. OUTLOOKER ` GABLE TRUSS WE 20x4" GROSS BRACE I 4" MAX. DOU5Lr= 'L' 5R,4CING DETAIL VP AT RIDGE FASTENED AT EACH JOINT WJ i "L" BRACE TO EXTEND AT LEAST (2) 10dx3" ( 90% OF WEB LENGTH (SEE TABLE) SCALE.- 53 ABLE TRUSS ( 1/2" CDX PLYWOOD OR 7/16" 2x4 "T" BLOCKING (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4' LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OSB SHEATHING ATTACHED WJ 10d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING 0 48 ( NAILS @ 6" Q.C. EDGES AND 12" O.C. 2x4 BLOCKING 48" O.C. FOR THE FIRST {4) ROWS OF TRU I FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1 2" OR EQUAL FROM E END T4) TOP & TRUOTT{ (E 18d NAILS MINIMUM (2) 16d PER JOINT 1 ADJACENT NAILS / ) (D {?.207", L = 4 1/2") OR EQUAL ATTACHED N (2) 16-d TOENAILS " INIMUM 2%4" TRUSS BRACING "L" BRACE ( I 16d NAIL NOTES. ) JACEN NA L ARE DRIVEN FROM 4) FOR 4--PLY, PROVIDE 1/4" DIA. SIMPSON HGA10 0 36 O.C. OPPOSITE SIDES OF THE COLUMN x 5 1 /2" LAG SCREWS OR EQUAL 2"x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS I 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) Nil BLOCKING, FASTEN WITH 4 O.C. TYPICAL. OF THE THICKNESS OF THE LAST 10dx3" 0 4" O/C TRUSS 5RAGING OVERLAP DETAIL LAMINATION 5) FOR 5--PLY, PROVIDE 1/4" DIA. 5/$" OR 1 /2" GEARING DENSE TUD WALL (SEE TYP. SEC.) 3) EACH 30d COMMON NAIL MAY BE x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY GYPSUM WALL BOARD FASTENED 5c,4LI=: N.T.v, Cj3 REPLACED W/ (2) 16d COMMON AILS. ) N WITH 8d COOLER NAILS OR 1 1/4" LONG GABLE TRUSS WEB (ONE INTO EACH OUTSIDE FACE 6) REFER TO NDS SECTION 15.3 DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 0 FOR ADDITIONAL INFORMATION ASTM C1002 FOR FIRST 8'-O" EACH STUD SINGLE 1tL" 5RAGING DETAIL B.U.C., SAME NUMBER OF ROWS, FROM END WALL @ 4" O/C TYPICAL li SAME SPACING) DBL. S.P.F.TOP PLATE 15C,4L - N.T.5. —All 53 TYPICAL NAILING SG--EDULES POP, BUILT-Uf' GOLUt-1N6 C5 &cALE: N To6. 53 5 G T I O N i ABLE TRUSS 4 ABLE TRUSS 83 "L" BRACE W/ 30d @ 4" O/C 5c,4LI=: NLT.s. 53 12 (SEE SCHEDULE FOR SIZE "L" BRACE W/ 10d 0 4" A.G. AND LOCATION) 12 (SEE SCHEDULE FOR SIZE �7 7 MAX. ND LOCATION) g II 53 TOENAIL W/ (2) 16d NAILS 53 10dx3" O/C 0 6" O/C TYPICAL 2" 4" OUTLOOKER ® 24" O.C. W� (2) 10d PER JOINT "Ll 5RACING REOUIREMENT,5 STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE {2} 2"x4" "L" BRACE (2} 2"x6" flL" BRACE 16" 0'O" - 4'-5" 4'--5" - 8'-0" $'-O" - 12'-IJ" 12'-C_ _-1 6- 1 24" U--0" - 4'-0" 4'-O" - 7'-0" 7'-0" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" FULL #2 HEIGHT S.P.P. @ EACH VERTICAL @ DIAPHRAGM BLOCKING AND NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, 2"xf RUNNERS s3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT 4F CABLE. ( 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH I 10dx3" NAILS ® 4" Q/C. b II ..;::... ......... _.......... .............. ......... ... rI n DBL TOP PLATE ALTr=RNATE NON-F_>R0 ' CABLE END DETAIL aNT. SEARING (NdT. BEARING STUDS 0 16" O.C. SIMPSON SP2 SCALE= N.T,�. GAIBLE END 5R,4C:ING DETAIL GA5SIMPSON HGA10 @ EACH STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SrAI,�: N.T.S. � E END I '� I D T,4 I L MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N:1°_5. El SAMUEL A. G ' r=N16F_RG' Fr:, #34245 �] THU`I'" H_ HU"'r'NH, ice . 0I22 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS �( SCHEDULE FOR SHEATHING DETAIL L I TIN-®I�,'�9i�a 2"x4" OUTLOOKER 0 24" O.C. ALI A55,45 I4AKIM, PE 61$6 • 12 OUBLE TOP PLATE SCISSOR TRUSS 70p CORD BLOCKING FOR FIRST FOUR RO 45" SIMPSON ONUTL 5 O R EQUAL TO THE 5E aT OF THE ENGINEER'S K6NOWLED(xE AND 5ELEF, THE � STRUCTURAL PLANS AND SPECIFICATION COMPLY WITH THE 2X4 C"L" MAX. OF TRUSSES 1,EDGES 4F SHEATHlN TYPICAL I ONTBRACE FASTENED W/ FLORIDA 5UILDINCx CODE, SECTION 16 FORI2O MF14 3 COND { T 12 {2 ST, EXPOSURE '13' WIND ZONE (2001 EDITION). I } 10d 3'C� 24" O/C. CMID HEIGHT %LI GABLE TRUSS THIS Di�AIlJIt� AND ©EaIC-aI�# 15 YAL.I® �R 12 Mt�NTI-15 E� "� € i MAX. TRUSS VERTICAL_ ®ATE IT I� SI I 2X4 KICKER* 8'-0" O/C. 2'x4" CROSS BRACT /1\ REVISED 08-15 03 c�NED AND SEALED. 2X4 BRACING 0 48" O.C. AT RIDGE FASTENED ( "L" BRACE TO EXTEND AT LEAST --- - j „ ,> aICxINEO AND SEALED TI4E 3 TUB,,. PORTION OF TI~1I�� � 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT:.EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) (2) 2 XS L BRACE FASTENED AoCREATED 01-02-02 DRAWING ONLY, ATTACHED W/ 2-10d 0 EA. TRUSS (2) 10dx3" SIMPSON 3 WITH 8---8d WITH (3) 16d PER SIDE SIMPSON LSTA12 TYP. (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TP BLOCKING DIAPHRAGM BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) N I' . • ABLE TRUSS (� 4 S„ O/C d' PLYWOOD GYPSUM WALL BOARD ( 5HEATHINGXATTACHED W 010d NAILS" ®fi BQ.G. SG I550R GABLE "T' E3R4GE ENGINEERING, CHORD LEDGE (MATCH CENT / PO X 34M LL - 3 I EDGES AND 12" O.C. FIELD I CHORD SL0 OF ADJACENT s i PWONE SCISSOR SS) OISTURE BARRIER AS PER HIB 91 5CAL1=-: T,S, 53 - (813) 645 VWvra - (813) f: 2"x4" PANEL BLOCKING 0 48" O.C. .A. 12 O M P I i . 3 �45io @THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PAND ThE FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL WENT ON THIS PROECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD ® 6'-0" O.C. TYPICAL 3 SEC. GUS I ATTACHED W/ (2) 16� d TOENAILS 2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 �8 ff '' �tt ff !! " STRAIGHT STRAP @ 4'-O" O/C , N M 5G 55� T1.55 W�� G 11-. TAG I 1 /2 ANCHOR BOLT 48" O.C. ALIGNED WITH GABLE WEB. IUDs 16" Q.G. MEAN WALL HFJGHT UP TO 33'-O" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NTS ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NaMD DRAUN. � AND TO MASONRY W/ (3) T A DIVISION 3/16"x 2 1/4" TAPCONS. W/02 N: /BLOCKS/ST) 2001 , 5EGT0 2 WOOD FRAMEDC.�>45LE END BRACING DETAIL �cALE: N:T.3. 53 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T,S,DE J05 NO. f=1" f 5027 FIGURE RE 1: FL A5�4 [Nca INSTAL L,4T I ON ASPHALT SEALANT EXTEND MIN, OF._ ID OF FLASHING DID FL4 FIGURE 2: WALL f TEXTURED, PAINTED EXTERIOR MALL FINISH 6• HIGH DIVERTER FLASHING CAULKING FIGURE 3-. CORNES DETAL FL A5kNG IN5TAL,L ATION N T.S. 6 TO 12' PER PLAN SPECS. b GALV, 'L' FLASHING TYPICAL. ---ROOFING FELT DRIP EDGE EXISTINCx U-PLOCK W/ 1 05 CONT. BRILL 3/06' MIN. 440LE SET e64R IN EPDXY CAP TO PREVENT LEA "5X6' EMSEDPEP INTO EXISTING U- ISLOCK LINTEL FILL CELL FULL WSIC44T W/ NON -SHRINK CsROUT !SXfo' EMBEDi:+ED INTO EXISTING FOOTINGx .DRL.L 34'X6' MIN. WOL.E SET $AR 1N FOXY i — ExISTIwS FOOT RETR0I"IT FILLED CELL DF—TAIL ^.S f:L ,45HINr_:s lN5T,4L.L_,4TI0N WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET: MIN: 3.12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) TEXTURED ALLA F"INIS1 WALL 6' X 18' H GALV. FLASHING CONT-- PLASTER STOP ROOF SHINGLES 6' X 18' H GALV, FLASHING CONT., ASPHALT BASED SEALANT APPLIED FLHG AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLI 54 D� ILS NOTE: THIS DETAIL IS REQUIRED 6' HDRIZ, AT ALL VERTICAL WALL. INTERSECTIONS __LT WITH ROOF VALLEYS & ROOF CRICKETS, FILEREF: (SD4)KNGSTN,FLSHDET/SD (NO SCALE) HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING 2-4SX6` IN CONC_ FILLED CELL ,Ir--J'411t 5AWcUT 5E CT I ON SCAM: NTS UPLIFT CAPACITY - 5% FOR 1 STRAP = 10W FOR 2 STRAPS 1-PLY PRE-IPtI*U TRUSS SIMPSON HMe STRAP Sr.* 1/4'xll/2' (W 1/4'41i4' TITENS BOND SEAM 11 4by4iti� �cc'� r loz, a Cut st�le� (50 m) back -Pram valtey centertW* 0 m Embed,ea �ts�i*Vte p. sphatt tgqa�r tOf q�i SFd e. a / a O 0 a m o a 0 0 0 a a 0 a 0 e PROPUC T CONTROL NOTICE OF ACCEPTANCE MIAMI - DADE COUNTY, FLORIDA MAUFAGTURER - G 5 ROOFING PRODU6T5 GOMPANY, INC. Pplopt1GT AGGEPTANGE # EXPIRATION DATF: FIREHAI_T 2000 01-0503.03 06/14/2006 FIRENALT 2000 AR 0I-0503.03 06 / 14 / 2006 LANDMARK 30 01-0505.03 06 / 14 / .2006 LANDMARK 30 AR 01-0503.03 06 114 / 2006 LANDMARK 40 01-0503.03 06 / 14 / 2006 LAWMARK 40 AR 0I-0503.03 06 / 14 1.2006 36' NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE, a a Q� e C X� rye Fta�e 0 �� 3rd b t5� les { j�0 es ecs (� Eta � 5HINGL E DETAIL 0 6AMUEL A. GREENBEF;r_i, F E. 034245 a THUY H. HUYNH, F.E. %0122 El IRWIN J. BENSON, F E_ 04g-158 D AL 1455,45 I-I,4KIM, F E. 059,-18& TO THE BEST OF THE EWzINEER'S KNOWLEDC1,E AND BELIEF, THE STRZTURAL PLANS AND 61FEC€FICATIONS coMPLY WITH THE FLORIDA BUILDING CODE, SECTION I(o®6 FOR €20 Mp4 3 SECOND GUST, E)<P06URE '5' WIND ZONE (2001 EDITION). THIS DRAWING AND DIESICiN 18 VALID FOR 12 MONT446 ,AFTER THE DATE IT IS SIGNED AND SEALED. SICsNED AND SEALED FOR THE STRUCTURAL. PORTION OF TwI5 DRAIUING ONLY. FF,OPEiR IN5T,4LLATION MAX. 8" FIRST 2 COURSES ,­ --- , u% rvvIvvr+irOiV f'1Y1N ® �' UN4CCIEPT,45LE IN5T,4L_LTION ♦� DO NOT L>O TI-IIe #5 REBAR (TYP,)#® ®4111, 41 At TI). 90" HOOK (TYP.) 47 FILLED GEL.L® IN5T,4, LATION NOTE. EXTEND SHEATHING TO BOTTOM B.U.C. OF BEAM OR GIRDER SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/27 NAILS TO STUD rx4" PANEL BLOCKING 0 48' O/C 2ND FLOOR FRAMING - SEE & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STU 12 " FOR THE FIRST 8'-O" OF END WALL DECKING SECTION J/S4 PRE ENGINEERED WOOD TRUSS ®24 O.C. MAX. FROM EA. END. (TYP.) TOP & BOTTOM SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" MAILS TO STUD CHORD ATTACHED W/ (2) 16d TOE NAILS PROVIDE A MIN. or-1Sd & 7-10d x 1 1/2" TO BAND JOIST EA. STET 2nd FLOOR WAIL HURRICANE ANCHOR 0 EACH TRUSS BAND JOIST ROOF COVERING BOX NAILS 0 1 1/2" O.C. 2"x BOT: PLATE SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO (MAX) ABOVE FLOOR SYSTEM W/ (2) 10d ®8" O.C. 15 LB ROOFING FELT MOP (TILE) 15 LB ROOFINGR90 FELT (SHINGLES)FELT T STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA, STUD ' FLOOR SYSTEM 2nd FLOOR WALL R19 INSUL MIN. 1/2- CDX PLYWOOD OR 7/16" O.S.B. OOR JOISTS —SEE FRAMING PLAN z @ (�) 10d 6 6" O.C. SIMPSON HETA20 0 24" O.C. W/ 10-10d • X 1 1/2" NAILS INTO BLOCKING JOIST & BEAM/GIRDER~ r� MIN. 4" EMBEDMENT 1N CONC. PROVIDE CONTINUOUS 2"x4" CROSS BRACE 0 49' O C FOR � TO MASONRY BELOW OM C. � fa" HIGH STRENGTH OR 1/2" GYP WB-----� DRIP EDGE / : i i SIMPSON MSTC40 THE 1ST 2-0OF END WALL W/ (2) .0 SIMPSON A35 0 24" 0.C. 5/8- GYP WB W/ 1 3/8" TE 10dx3" 0 EA, END INTO 2"xe BLOCKING P DRYWALL NAILS OR DOUBLE 27x S.P.F. TOP LA ASCIA BOARD 4 . .. DRYWALL SCREWS r O/C SIMPSON SP2 0 EA. STU 1st FLOOR WALL OOR TRUSS/JOIST NOTE: EXTEND SHEATHING TO BOTTOM CEILING & 8" O/C WALLS R11 INSUL, MIN PROVIDE A MIN. OF OF BAND JOIST (1) ROW OF 2x BLOCKING 0 MID HGT: 1/2" MIN. PLYWOOD SHEATHING NAILED 2ND FLOOR FRAME CONNECTION 7 1/4"x 1 3/4" TAPCONS 0 SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO FOR WALL HGT, s 8'--6", (2) ROWS OF 2x W/ 8d COMMON NAILS 0 4" O.C. BOUNDARIES, ' 3" O.G. (MAX) *MASONRY WALL s'!Ub & 7-10d x 'I 1/2" To BAND JOIST 0 EA. STUD BLOCKING o 3rd PIS FOR WALL HGT: > 8'-6" 6" O.C. EDGES, AND 12" O.C. FIELD, PARALLEL TO MASONRY WAIL SCALE: giq°=If-fir° 16' O.C. 2X S.P.F. STUD " �� ,y �-- MASONRY WALL APPLSTUCCO 3 LC,AYOERS FINISH ,TOTAL TTHICKNESS 7/8" OVER " METAL LATH. &ON TG O FIRST 2 LAYERS 3/8 THICK EACH. 3RD LAYER 1/8 THICK, CONNECTION DE TA 1L- 2ND FLOOR CONNECTION A 2ND FLOOR FRAME CONNECTION E 3 4' PLYWOOD DECKING GLUED SIMPSON LSTA24 STRAP W 7--10d x 1 1 2" NAILS TO / / / (ALT. TO �4TT1& GONNGTION) 6CALE. N T 5. 6 AND NAILED W/ 8d COMMON 0 Z"x BOT. PLATE STUD & 7-10d x 1 1/2* TO BAND JOIST 0 EA. STUD a WOOD 1 ST FLA. SCALE: IN.T.S. 54 6" O/C EDGES AND 12' O.C. FIELD W/ (2) 10d 0 6" O.G. SCALE. REFER TO DETAIL J//54 FOR ADDITIONAL INFO REFER TO DETAIL J/S4 FOR ADDITIONAL INFO 2x BAND JOIST (SEE PLAN FOR SIZE) NOTE: SIMPSON HTT16 CONNECTOR WOOD "I" JOIST, PRE—ENGINEERED Q LAP SHEATHING TO BOTTOM OF SEE DETAIL J/S4 FOR FLOOR TRUSSES OR CONVENTIONALLY {SEE PLAN FOR SIZE} WALL STRAPPING FRAMED FLOOR SYSTEM S4 ETAL SEAT PLATE BAND ,JOIST TYPICAL 2x STUDS 0 16" 1/2' O.C. NAILS TO FLOOR SYSTEM 2"x HOT. PLATE " SIMPSON LSTA24 STRAP W/ 7-10d x 1 W/ (2) 10d 0 6 O.C. STUD & 7-10d x 1 1/2' TO BAND JOIST EA S.P.F. {16" O.C.) 1/2" GYP WB SIMPSON HETA20 0 24' O.C. W/ 10-10d 2X BLOCKING UNDER 2"x BOT. PLATE Z"x BLOOONG BETWEEN JOISTS 1/2" HIGH STRENGTH OR X 1 1/2 NAILS IN BAND JOIST & MIN. 4 ALL BUILT-UP COLUMNS 12d 0 10' O.C. EA. SIDE „ , CR LE STUDS W/ {2} 10d ®6" O.C. �SIM�'S LSTA24 STRAP W/ 7-ltld x 1 1/2" NAILS To "� W/ (4) 16d INTO BAND JR 5/8" GYP WB W/ 1 3/8' R4.2 MIN. EMBEDMENT IN CONC. STUD & 7-10d x 1 1/2 TO BAND JOIST 0 EA. STUD COMPOSITE I J{31ST DRYWALL NAILS OR INSUL ON EXT. E t OR CONY. FRAMING ETAL SEAT PLATE BLOCK WALLS CONC. KNOCKOUT BLK. 5/8*0 ANCHOR BOLT THRU FLOORDRYWALL SCREWS 7" O/C\_8"x8"Xl6" a W/1#5 ROD CONT. FILLED SOLID W/GROUT SYSTEM INTO BELOW Ly (1) SIMPSON STHDI4RJ 2X6 RIBBONS, EACH W/ 4-16d CEILING & r O/C WALLS STD. 90' HOOK MIN. 2 x BAND BEAM fits CRIPPI F STUDS W/ NAILS INTO EA. FLOOR TRUSS (SEE DETAIL) II 00 38-16d SINKERS • :, SIMPSON HETA20 0 24" O.C. W/ 10-10d 00-11, X 1 1/2" NAILS IN BAND JOIST & MIN. 4" ARCHITECTURAL. 00 " EMBEDMENT IN CONC. FINISH II .: •. 00 PROVIDE SOLID BLOCKING SIMPSON HETA20 0 24 O.C. W/ 10-10d " 1x WD FURRING " I 00 BETWEEN FLOOR SYSTEM. X 1 1/2- NAILS INTO BLOCKING JOIST & MIN, 4 " (1) SIMPSON HETA20 0 24 O.C. 00 0 FLOOR DECK ® 16 O.C. W/ 10--1Od X 1 1/2" NAILS 0 EMBEDMENT IN CONC. $"x8"Xi6" CONC. KNOCKOUT 13LK. (1) #.5 VERT. IN FILL CELLS INTO HAND BEAM AND 4" MIN. PRE -ENGINEER® FL W/1 #5 ROD CONT. FILLED SOLID w/GROUT BASEBOARD SEE FOUNDATION PLAN &NOTES) EMBED INTO CONCRETE FLOES JOIST TRUSSES I *i STD. 90` HOOK (SEE DETAIL) NOTE IF FLOOR JOISTS INTERFERE WITH THE PATH MfN. 2500 PSI CONC SLAB OF LSTA24 STRAP, BUILD OUT THE STUD W/ iv 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT FIRST FLOOR BLOCK WALL 0 2x4x24" ATTACHED W/ (6) 16d NAILS UNTIL OR FIBERMESH EACH FILL CELL TYPICAL — IV STRAP CAN CONTINUE UNIMPEDED TO BLOCKING ` BELOW. 5IMFSON HTTI& CONNECTOR BLOCKING � NOTCH FOR ALTERNATE FLOORCONNECTION TR FLOOR 5*"r5. � STPALTERNATE LOORGO 0 MASONRY 1ST FLR. SCALE= �4 =I'-ta° r. °_ �_ FINISH i24DE = �� _ 0 MASONRY 1ST FLR. SCAL�s % - ® � �\ \\/\\/\ :. «p z 54 O. � �cNT. TYPICAL LL AL BLOCK NOTE: 1/2" MIN. PLYWOOD SHEATHING NAILED j / o LAP SHEATHING TO BOTTOM OF ax STUDS � 1S" o.C. W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, ----. (3) #� 5 REBAR / . (SEE DETAIL) OK BAND JOIST TYPICAL 6 O/C EDGES, AND 12 O/C FIR D. ON 3 CHAIRALTERNATE R I / SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (2) ROWS OF Zx BLOCKING W/3" MIN. CLEARANCE 4� 1'�'$� I;2) �X TOP PLATES CAPACITY TRUS ����i�'�t� �,IDETAIL STUD & 7-10d x 1 1/2 TO BAND JOIST 0 F.A. STUD ®THIRD POINTS -SHINGLE ROOF- TRUSS SPAN 3O' MAX 1/2"o x 8" "J" BOLT 0 24' O/C ADD (1) 20 STUD @ EA. TRUSS BRG. UPLIFT = 3575# (SPF) 2"x BOT. PLATE W/ 2'OX 3/16' PLATE WASHER TYPICAL - 2X STUDS tsa O/C FOR 30' < TRUSS SPAN < 40' JOISDD UPLIFT = 4160# (SYP) W/ (2) 10d 0 6' O.C. z}-2x1� BLOCKING BETWEEN TRUSSES NOTE. (2} 2x4 STUDS FOR 40' < TRUSS SPAN < 47' W/ (4) 16d INTO RIBBON HILTT 1/2"0 KWiK BOLT II W/ 8" MlN. EMBEDMENT MAY 7 8" STUCCO FINISH PER ASTM C. 926 STRAP W V, m IN LIEU of ANc>-I�R 9u1 srH /IRSY i >�i�s SS /hIICK 2 T® `���,.. G p `J _ TILE ROOF TRUSS SPAN 25' MAX PRE-ENGINEERED WOOD TRUSS (2)-2x6 I71seoNs, EACH w/ 4-16d BOLTS. 3, • _ADD 1 2x4 STUD 0 EA. TRUSS BRG, � 24"O C MAX. NAILS INTO Fes. SFLOOR TRUSS EACH, 3RD LAYER 1/8 THICK. SCE - = 4 `) -0"4/' 4/ SIMPSON SP1 0 EA. STUD FOR 25' < TRUSS SPAN < 32' DETAIL 6x6 w1.4xW1.4 WWF (2) 2x4 STUDS FOR 32 < TRUSS SPAN < 39' SCALE HURRICANE ANCHOR PER OR FIBERMESH F 2X P.T. PLATE UPLIFT SCHEDULE SIMPSON HETA20 ® 24" O.C. W/ 10-10dL 171 X 1 1/2- NAILS INTO BLOCKING JOIST & MIN. 4" _ EMBEDMENT IN CONC. TRUSSES NEERED FL I - ' .I �/ GRADE .. NOTE: 6 MIL VAPOR BARRIER\�\//\\ I I �/\ ' {1) SIMPSON LSTA12 24" 0/C STAGGERED (TYP.) DBL S.P.F. TOP PLATE IF FLOOR JOISTS INTERFERE WITH TH£ PATH /j % 4, - ���,\ z EE FLOOR PLAN NOTES SIMPSON SP-2 OF LSTA24 STRAP, BUILD OUT THE STUD W/ Zx4x24' ATTACHED W/ {6} 16d NAILS UNTIL CLEAN POISONED AND COMP. a / � FOR REQUIRED CONNECTION " SOIL TM MODIFIED PROCTOR STRAP CAN CONTINUE UNIMPEDED TO BLOCKING N 2- ROWS 16d NAILS STAGGERED @ PACER BLOCKS SPACER BLOCKS / TI( a o 1 2 MIN. PLYWOOD SHEATHING BAILED BELOVY PER ASTIR D15b7} �� . a� ; 16 O/C EACH FACE OR 3-ROWS W/8d COMMON NAILS 0 16d NAILS STAGGERED @ 1 V O/C 4" O/C BOUNDARIES, 6" O/C LTERNATE FLOOR CONNECT{�� (3) #5 CONT. 16d NAILS FOR 2"x10" OR GREATER HEADER EDGES, & 12" 0/C FIELD. PROVIDE 2x4 AION NOTE: STD. 90' HOOK 20n 16° 0/C TYP. 2x S.P.F. STUDS 016" 0 BLOCKING ® PLYWOODAL SEAMS. MASONRY 1ST FLR. SCALE.- �4' =1'-0' APPLY S� TYPICAL WALL SECTION EACH PLY 7/8" STUCCO FINISH PER ASTM C. 926 ,Oj� K/S4 FOR ADDITIONAL P LY 3 LAYERS W/ TOTAL THICKNESS 7/8b INFORMATION ��.i.���E�.�� �®O.,�I�� OVER D�LA�`1%aSlHlac�.'E1� 3/8' THICK 1I�`.•�L ``�� - 3i - - FLIGl TCH PLAT DER w/ 1/2" 0 WOOD 1ST FLR. SCAI.,E. 4' -1' I"A' �74 � SIMPSON SP-1 2 ROWS 1/2- DIA. ANCHOR OWN"S BOLTS STAGGERED 0 24'° O/C NOTE: 2x CRIPPLE STUD FILLING AND BLOCKING AS 2'x8" P.T. PLATE FILL ALL CELLS BELOW GRADE WHEN (SEE PLAN FOR # REQUIRED FASTENED TO 8"x8"x16" K.O. BLOCK W/ (1) IS GREATER THAN a4' BUT LESS THAN OF CRIPPLE STUD HEADER W/ (2) 16d 0 16" O/C NOTE: _4L 40" ABOVE GRADE UNLESS NOTED OTHERYASE I CONT. & FILL SOLID WITH GROUT SEE TYPICAL WALL SECTION C/Sl SEE SHEATHING SPECS ON FLOOR �� �� NOTE: FOR ADDITIONAL INFORMATION - 2x4 STUDS TYP. C;CRNER SEE TYPICAL WALL SECTION 8"CONC. BLK. .!/s4 FOR ADDITIONAL (1) ROW OF 2x BLOCKING 0 MID HGT. T*rf=IC L 'IT" ANZ) CORNER DETAILS(N INFORMATION FOR WALL HGT. _< 8'-6". {2) ROWS OF 2x ASONRY WALL TYPE "S" MORTAR BLOCKING ®3rd PTS FOR WALL IfGT. > 8'-6" N.I.Q. ( DESIGN AS CANTILEVER) (1) #5 VIwRT. IN FILL, CELLS . (SEE FOUNDATION PLAN & NOTES) 1/2-0 X e" "J" BOLT ® 24" O.C. P.T. BOT. PLATE L T, 2 — J' T�OR*WALL SE GT I ON W/ 2"Ox 3/16" PLATE WASHER TYPICAL !Dp SCALE: 3- 101'-0 4° z4"x4" INSPECTION PORT AT SIMPSON 5P1 � EA. STUD CONC SLAB -],,--'EACH FILL CELL TYPICAL NG FLOOR TRUSS/BEAM RE! R TO J/54 FOR ADDITIONAL INF >Fll TION 2 x STUDS 0 16" O.C. 6x6 W1.4xW1.4 WWF 6x6 W1.4xW1.4 WWF i OR FIBERMESH 2X P.T. PLATE OR FIBERMESH AIREVISED D8-15--03 [� AN Nlj c SAMUEL. A. GREENSEF2S, F.E. *3.42�4=✓ GRADE a b _ — ` W. Ao CREATEDr—�"�L Qi .i�� ® �4 SEE PLAN FOR REQUIRED CONNECTOR ❑ ��, �0@122 6 MIL VAPOR BARRIER \\,\�%\/ \� \/\ v- iv \ \ • o -�� /� ❑ IRWIN J. BEN -SON, P.E. 049i55 I'"I �� — (9 ) 6 4S 016 FAX a- () _ �THE� DRAWNGS AND DESUS ARE THE ANT PROPERTY OF DANSW ENGNEERI% F.&. AND nib ` N �\ / / ❑ ALI �465A5 HAKIM, Imo.:, 456186 3 SEC. GUST GUENT ON THIS PR{IECT. ANY R£3'RDDUCitON OR llNAUTHORlZED USE IS UrID. — 2GD3Cl FAN POISONED AND COMP. g SOIL.. (957.1 MODIFIED PROCTOR 4° Q � d �_ r /~ PER ASTM D1557) \ /\ (3) #5 CONt ON 3- CHAIR LOAD BEARING/EXTERIOR FRAME TO Ti-E LEST Cr- TII-E EWsINEEf;;rs IQ�� AND BELIEF, Ti-IE yam; (3) #5 CONT. ON 3` CHAIR Wj 3" MIN. CLEARANCE �� � � STD. 90• HOOK " W/ 3" A�ilN. CLEARANCE 8" 1'—$" 8" WALL HEADER DETAIL � N-ORIDRIDA SUILDIW3 PLANS AND SESPECTi� 06 FOR 120 4 3 SECS � (SEE DETAIL) 20 C�cLIST,DRAN E>CPO� 'IB° UND ZONE (2001 EDITION). WALE � TAT" PA VVISI v. ALTERNATE FOOT 1 N INTERIOR 2 — 6TCR"'r FAME 6E GT I ON. H SCALE: N.T.S. �� TI.116 DRAUINs 40 DESIC,N 15 VALID " 12 110NTHs AMER THE RATE Imo, N: /BLOCKS/STD 2001 DATE IT 1$ 64NED AND SEALED. SCALE= %"=t'-�° � SCALE. 3/4'=P-O' 54 SIC D AND SEA�D I"oR THE STFZCTURAL PORTION OF THIS TYPICAL 2—STORY SECTIONSI DRAWR,* ONLY. LS REFER TO SECTION 1A ON SHEET SCISSOR TRUSS 1_�_-S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION SCISSOR TRUSS 2" x 4" RAT RUN BRACING @ 24" O.C. ON TOP OF BOTTOM LIvI (-BUSS /4" TO 1/2" GAP BETWEEN CHORD FOR (4) TRUSS SPANS o / / TOP PLATE & TRUSS i ATTACHED W/ 2-16d @ EACC J TRUSS JOINT SIMPSON A44 W/ 8— 1Od @ 48" O.C. 2" x 4" BLOCKING END NAILED W/ 2-16d ® 24" O.C. (MAX.) —WOOD FRAME EXT. WALL i 2" x 4" BLOCKING (TURNED { SIMPSON SP2 @ T) NAILED NAILS ED TO TOP PLATE EVERY OTHER STUD f 5 ----SIMPSON SIMPSON A44 W/ 8— � Cd @ EACH TRUSS 1/2" NOMINAL PLYWOOD OR l O.S.B. NAILED W/ 8d NAILS @ WOOD FRAME EXT. WALL 4" O.C. BOUNDARIES, 6" O.C. WOOD FRAME EXT. WALL EDGES, &12 O.C. FIELD SIMPSON SP2 @ 2x8 STUDS AT 16" O.C. SIMPSON SP2 @ 1 /4" TO 1/2" GAP BETWEEN EVERY OTHER STUD EVERY OTHER STUD TOP PLATE 8c TRUSS SIMPSON SP1 Ca? 2x8 STUDS AT 16" O.C. X EVERY OTHER STUD 1 /2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ ;s, 1 1/2" NOMINAL PLYWOOD OR O.S.B. K.O. BLOCK W/ (1) #5 CONT. & FILLED 2x8 STUDS AT 16" &BOUNDARIES, 12'D O.C.S FIELDO.C. NAILED W/ 8d NAILS @ 4" O.C. O.C. EDGES, BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP1 @ SIMPSON SP1 @ 1/2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 3/16" '�� ` PLATE WASHER {TYPICAL} K.O. BLOCK W/ (1) K.O. BLOCK Wf (1) #5 CONT. & FILLED #5 CONT. & FILLED I 1 " x 2" P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) 1/2' DIA. x 8" "J" BOLT @ 1/2" DIA. x 8" "J" BOLT @MASONRY WALL (DESIGNED AS CANTILEVERED) 48" O.C. W/ 2" DIA. x 3/16" 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) PLATE WASHER (TYPICAL) 1 " x 2" P.T. FURRING STRIP 1 " x 2" P.T. FURRING STRIP I� MASONRY WALL (DESIGNED AS CANTILEVERED) SCALE-- 3I4° = I' -ID° 5�J" NON-5EAfR'INCz EXT, <NEE —WALL. SCALE: 3/4' = 1'-01 NON-5E,4RZING EXT. <NEE -WALL • REFER TO SECTION 1A ON SHE ET ET S3.1 FOR X--BRACING, AND TOP I SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS CHORD BLOCKING INFORMATION 2x4 OUTLOOKER @ 24" Q.C. SIMPSON H1fl OR EQUAL � � i WOOD TRUSSES 4�'MIN @ EA. OUTLOOKER SIMPSON A34 CONNECTOR 2x4 RAT RUN BRACING ItsW/4-8d x 1 1\2" INTO BLOCKING �� AT 24" O.C. ON TOP OFR TOP CORD BLOCKING FOR FIRST FOUR ROWS & (2) 3f 16"x1 3/4" TAPCONS INTO BOTT. CHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL 24"MAX TRUSS SPANS ATTACHED PRECAST (NOTE: MAINTAIN MIN. W 2 — 16d AT EA. TRUSS TOENAIL W/ (2) 16d NAILS I 1 7f8" EDGE DIST. ON PRECAST) JOINT 2 x 4 CROSS BRACE 2 x 4 "T ON TOP OF PANEL f 8d ®�"o/c JO N 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED BLOCKING, FASTEN WITH 1/2" COX PLYWOOD OR 7/16" OSB AT EACH JOINT W/ 10d x 3" @ 4" O/C NAILS @ EACH END @ 24" 0/C (TYP) SHEATHING ATTACHED Wf 10d NAILS @ 6" O.C. 2x4 BLOCKING Q 24" O/C (2) 10d x 3" EDGES AND 12" O.C. FIELD W/ 2 - 16d TOENAILS @ EA. END BRACING W/(3) 10d x 3" ° ° ° a >: D9 @ EACH CONN. @ 24' o/c o j GABLE TRUSS 1 \2 HIGH STRENGTH OR 5/8 GYP.--IMASONRY WALL 4 MIN I WB W/ 1 3/8 DRYWALL NAILS OR } DRYWALL SCREWS 7" O/C, CEILING CEILING � "L" BRACE TO EXTEND AT LEAST & 8" 0/C WALLS ARCHITECTURAL FINISH RIDGE 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) 2 x 4 @ 24" O.C. INTERIOR HIP VAULT; SILL 2 x 4 PANEL BLOCKING ® 48" O.C. 6:12 SLOPE CENTER 1 EXT. WALL CONN. 6 2 x 4 NON-STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. � FRAME KNEEWALL N® - LOAD 5EARING LOCATION 2 x 4 P.T. I INTO BOTTOM CHORD. 10d x 3" @ 3" O/C THROUGH CHORD INTO 2" x 6" P T PLATE REFIEER TO DETAIL A/51 FOR MORE INFO. ,It SIMPSON A34 MOISTURE BARRIER W/4-8d x 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS BOND BEAM INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) ­45'-65— EXT. WALLCONN. ALT' NON - LOA[) BEARING LOCATION � 15RACINCH REQUIREMENTS STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE (2) 2"0" "L" BRACE (2) 2"x6" "La BRACE 16" 010" - 4'-5"1 4'-5" - T-0" 81-0" - 12'--0" 12'-0" - 16'-0" 24" 0'--O" - 4'-0" 4'-0" - 7'-0" 7'-O" - 16-O" 1 10'-0" - 14'-O" SCISSOR GABLE - (2) 22)x8" (1) 2"x8" FULL #2 HEIGHT S.P.E. @ EACH VERTICAL AND @ DIAPHRAGM BLOCKING 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1 /4" PLACE SHEATHING = FLUSH W/ MASONRY. SCALE: 3/4 = I -0 LONG DRYWALL SCREWS COMPLYING w ' CJ,I°IUEL ,����� �� WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ THUS' H. I- UYNH, %0122 FROM END WALL (9 4" O/C TYPICAL USP LTPA @ 48" O/C (TYP.) RE_ IPWIN J_ 5ENSON; F.E. *49-1ra8 1/2" DIA. BOLT @ 24" O.C. MINIMUM 6" FROM PLATE SPLICES I. ! ALI A55A5 HAKI i, F.E. 056169, W/ 3/16" x 2" DIA. PLATE WASHER �I NOTE: Ri=l=1=i2 TO DETAIL A151 FOR MORE INFO. N T.S. �� �: OF WEB LENGTH EXCEPT Ao CREATES 01-�2-2 1) L BRACE MUST EXTEND AT LEAST 90% , SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. ENGINEERING, A - i 2 ICII-i 2) "L'? BRACE TO BE FASTENED TO GABLE STUD WITH VAULT 4�i� THESE DRAWNGS AND DESIARE THE JOINT PROPERTY OF DANSCO ENGI- (813) 645 0166 P. - (613) b � DETAIL T I NEERING, P.A. AND HE f? 1 0dx3 ' NAILS ® 4" O/C. EC �� 1fV GNS WENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 3 S.5C,4L. . N.T.S. To THE BEST OF THE EW-SNEERS KNOWLEDGE AND 5ELIEF, THE STRUCTURAL 1 LANB AND SPECIFICATIONS COMPLY WITH THr: SEAL LENNAR HOMES FLORIDA BUILDING CODE, SECTION 1606 " 120 MfzW 3 SECOND I GUST, EXPOSURE '8' WIND ZONE (2001 EDITION). Sir .. N� ' THIS DRAWING AND DESIGN IS VALID FOR 12 MONTWS AFTER THE •i�1P,a 6lfllgl ON DATE IT 15 SIGNED AND SEALED. DATE iam N: /BLOCKS/ST) 2001 SIGNED AND SEALED FOR T+4I~ STRUCTURAL PORTION OF T14I8 t DRAWING ONLY. FRAMING CONNEC:TIONS a EXT. WALLS r-)E J05 NO. f'1'°'I - 5021 es SEE STRUCTURAL NOTES AND NAILING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2x4 OUTLOOKER ® 24 O.C. 2x4 OUTLOOKER ® 24" O.C. N • TOP CORD BLOWNG FOR FIRST FOUR ROWS 45' � TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES 0 EIS OF SHEATHING TYPICAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL � � SIMPSON H10 OR EQUAL I SIMPSON H10 OR EQUAL 2x4 CROSS BRACE I EA. CiLOOKER 0 EA. CUTLOOKER 0 4W O.0 0 EACH JOINT SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE W/(2) 1Odx3" SCHEDULE FOR SHEATHING DETAIL 0 48" O.0 ® EACH JOINT �' MAX. � "L" BRACE TO EXTEND AT LEAST x ' TOENAIL W/ (2) 16d NAILS "L" BRACE TO EXTEND AT I FAST X I 90% OF WEB LENGTH (SEE TABLE ON SHEET $ _ 2x4 OUTLOOK 0 24" O.C. Wj(2) tOdx3" 90% OF WEB LENGTH (SEE TABLE ON SHEET S3) ATTACHED W/ 10d NAILS 0 4" O.C. TL • S3) ATTACHED W/ 10d NAILS ® 4" O.C. . s I VERTICAL WEBS �+ GABLE END @ VERE 16" WEBS GABLE END , TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t i ARE 0 16" O.C. 2x4 PANEL BLACKING 48" O.C. I 1 /2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES 0 EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL 1/2" CDX PLYWOOD OR 7/16" OSB � �_ SHEATHING ATTACHED W 10d NAILS 0 6- O.C. 2x4 CROSS BRACE ® EA. OUTLOOKER 2x4 PANEL BLOCKING 0 48" O.C. SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. FOR THE FIRST $ P� OF END WALL L BOTTOM CORD I EDGES AND 127 O.C_ FEE1D I " I `� ATOTAGHEI? vV% (2} t d TOENAILS i 48" O,C +sip EACH sO.11 w _ _ j FOR THE FIRST 8 --0 OF END WALL EDGES AND 12 O.C. FIELD y W/(2) 10dx�i" i 4* FROM EA. END TYP. BOTTOM CORD I 2) 16d, ONE ON EACH SIDE OF "l" BLOCKING 2} 18d, ONE ON EACH SIDE OF "T' BLOCKING I ATTACHED W/ {2} 16—d TolldAILS I 2) 16d • DBL 2X4 HEADER I "L" BRACE TO EXTEND AT LEAST '• + I 94� OF WEB LENGTH (SEE TALE ON SHEET S3)� •„ DBL. 2X4 HEADER 2X4 "T" ON TOP OF PANEL SIMPSON H10 • I ATTACHED W/ 10d NAILS 0 4 O.C. i 2x4 "i" ON TOP OF PANEL BLOCKING, FASTEN WITH OR EQUAL • 1 Odx3" 0 4" O/C SIMPSON EQUAL P2 � I ARE WEBS 0 GABLE END ° BLOCKING, FASTEN NTH f SIMPSONR UAL 1 O SIMPSON SP2 I " " " " cA 10dxY 0 4 O/C SIMPSON EQUAL I SIMPSON DTC 016 O.C. W/(2) 8d e I SIMPSON DTC CM6" O.C. W/(2) 8d ° TO BOTTOM OF GABLE & (4) 8d INTO - 2x4 PANEL BLOCKING 0 48 O.C. 1/2 CDX PLYWOOD OR 7/16 OSB TO BOTTOM OF GA13LE & (4) Sd INTO 2X4 W/ (4) 10d 2 x 6 SILL PLATE FOR THE FIRST W—O" OF END WALL SHEAT111NG ATTACHED W/ 10d NAILS 0 6" O.C. AT EACH END FROM EA. END TYP, BOTTOM CORD 2X4 W/ (4) 1Od ATTACHED W/ (2) 16M-d TOENAILS EDGES AND i2' O.C. FIELD AT EACH END 2x6 SILL PLAif —\ �(2)d, ONE ON EACH SIDE OF "T« BLOCKING d .=•' C.J. SILICON 1 /4" GAP 2x6 P.T. SILL PLATE C.J. SILICON 1 /4" GAP • BL 2X4 HEADER W/ 1 /2" DIA. BOLT 0 48" a 2x6 P.T. SILL PLATE KNOCK --OUT BLOCK W/ (1) #5 CONT. O.C. & 6" FROM PLATE KNOCK —OUT BLOCK W/ (1 ) #5 CONT. af4 - IN TOP T PANEL SIMPSON H1O .: SIMPSON DTC i6"O.C. W/(2) 8d W/ 1/2" DIA. BOLT 0 48" 2X4 SPF FRAME WALL SPLICES W/ 3/16" BLOCKING, FASTEN WITH OR EQUAL O.C. & 6" FROM PLATE STUDS 0 16" O.C. : ; ONC. LINTEL W/ (1) #5 CONT. x 2" WASHY 2X4 SPF FRAME WALL TO BOTTOM OF GABLE & (4) 8d INTO STUDS +!� 16" O.C.ee.CONC. LINTEL W/ (1) #5 CONT. 10dx3" 0 4" 0/C ° SPLICES W/ 3/16" MAX. OR EQUAL SIMPSON SP2 2 x 6 SILL PLATE MAX. U . OR EQUAL � x 2" WASHER SIMPSON SP2 OR EQUAL SIMPSON 5P2 • I j MANUFACTURED WINDOW W/ OR EQUAL I MANUFACTURED WINDOW W/ 2x4 W/ (4) 10d r DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 FRAME " (7j AT EACH ENS :,;: . SEE DET B/S2 FOR DBL 2X8 W/ 1/2 PLYWD. FLITCH PL W/ SIMPSON LSTA18 FRAME SEE DET. B/S2 FOR •. O.J. SILICON 1/4" GAP (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS INTO DBL 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER KNOCK —OUT BLOCK W/ (1) �5 CONT. I INTO DBL 2X8 ON EACH SIDE OF WINDOW � 2x4 P.T. SPACER I caNc, SILL ?C k I CONIC. SILL rt 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW 2X4 SPF FRAME WALL (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN { I OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I I '2x6 P.T. SILL PLATE ) m W/ 1/2' DIA. BOLT W 48" S 0 16" O.C. I ! I 2X4 TOP PL I MAk a I O.C. & 6" FROM PLATE MASONRY WALL MASONRY WALL (DESIGNED SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3 16'4 — X AS CANTILEVERE(D)ESEGNED AS CANTILEVERED x 2" WASHER x21 4' TAPCONS 012" OC. (MAX.) AS SIGNED E_ / ) I 2X4 P.T. SPACER � ) SEE TYPICAL GABLE END BALLOON I RE —BAR BEYOND — SEE FILL CELL RE —BAR BEYOND — SEE FILL CELL (1} ROW 2X BLOCKING g FRAME DETAIL FOR FRAMING BET— I ON PLAN ON PLAN ° AILS BEYOND WINDOW (SEC. A/S6) i STUDS F FRAME O.C. I MID —HEIGHT FOR WALL 2x4 P.T W/ 1/2"� "J" MAX. HEIGHT < 8` 6" AND (2) iv ROWS 0 1/3 PTS. FOR 2X4 P.T. W/ 1/2.0 "J" • LU WALL HEIGHTS > 8,-6" BOLTS 0 24" O.C. ( I �� BOLTS 24 O.C. lil PACER SIMPSON SP1 I 4P.T. p OR EQUAL I ( Ij SEE SECTION A/S1 FOR TYPICAL 2x4 P.T. w/ /2" "J" II SEE SECTION A/S1 FOR TYPICAL BOLTS 0 24" Q.C. SEE SECTION A/S1 FOR TYPICAL s SEE SECTION A FOUNDATION AND BLOCK WALL /S1 FOUNDATION AND BLOCK WALL ( FOUNDATION AND BLOCK WALL DETS. DETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 DETAILS FOR SLAB FOR SLAB DETS. I FOR SLAB DETS. ii a TYPIGAL 4L.TERN,4TE BALLOON FRAME e GAEBLE END �,4 ALTERNATE BALLOON FRAME GA5LE END OVER WINDOUJ � 5 ALTERNATE 5ALL.O®N FRAME GA1=3LE AND OVER WINDOW G NOT TO SCALE �J. NICI-GE WALL DESICGN NOT TO SCALE ram. FLUSH WALL DESIGN NOT TO SCALE THIS DESIGN 15 FOR A MASONRY HOME WITH A CABLE ENDIIJALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN 18 FOR A MASONRY HOME WITH A GABLE ENDWALL ,ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN 15 FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING, THE DESIGN CALLS FOR A TRAN51TION FROM MA50NRY TO WOOD CON5TRUCTION AT A 5OND 5ErAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD GON5TRUCTION ,AT A BOND E!3EAM T44AT THE DESIGN CALLS FOR A TRAN51TION FROM MA50NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT HAS SEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROV1510N5 GIVEN IN SECTION 2111, INCLUDING THE 5PEGIAL WIND PROVISIONS GIVEN IN SECTION 211-1, INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) D I APHR AGM. DIAPHRAGM. DIAPHRAGM. Ii 6AMUEL A. GREENBERG, PE. 03 THUY W. HUYNH, P.E. 0122 IRIUIN D. 5ENSON, P.E. #4c2Ii5 AL I A5eA5 HA<M, P.E. S61e,6 TO T4-IE BEST Or- THE EIGINEER`S KXmLEDGE AND Lf ,-143 T41E STRUCTURAL PLANS AND SPECIFICATIONS Y LUITw T°4 4E f'LDRII >A SU LDIW3 CODDE, SECTION 1+'of0 " I2® Mf Nol GUST, EXPOSURE `S" UJIND ZONE (2001 EDITION) TAI5 DR4WtWs AND DESIGN IS VALID FOR 12 MCktW$ AFteR TWEr DATE IT IS SIGNED AND SEALED. SiGNIED AND SEALED 1"OR T44IE STR,ICTURAI, PORTION L THIS \ CREATED 05--22-02 ORS UING ONLY. D EDWS INRIN 8 rFA qA tt //fi�gg f� {{ 1� " (8 ) I�$5 0166 - (13) ! !L{p/ MPH t �'IP0 l�JC1 IlTdi IN PEJUM ANY WR UCTION OINT� NAAUI? MiM UK IS PRIkfIBUrf 2000 � 5EG/ UST DATE 5/22/021 Nl/BL0CKS/ STD 2001 15ALLOON FRAMIWG DETAILS DE JOB NO. f=m a S021 MODEL: 11 ORW4 (25 GA- STD SKIN) MODEL: 120RW4 f24 GA. STEEL SKIN) OPTIONAL DSB GLASS OR 1/8" ACRYLIC LITEBj AVAJ API® F (SEE sEC,r1gr4 Ps (1) INTERMEDIATE STILE t-- •`P A:; WN, END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOC ((TOP & TOT) 7F SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN, STEEL AND URETHANE ADHESIVE (ALONG CENTER A 70P, BOTTOM &CENTER). SKIN COATED WITH G-60 GALVANIZING, BAKED --ON PRIMER AND A BAKED --ON POLYESTER LN TOP COAT APPLIED TO BOTf- I IN SIDES OF STEEL SKIN, lilrili "' n • i n • 11 �I 11 •• • L 0 A ON OF' WrIONA� KEYED • -• • DBEI LOCK POSITION (BOTH SIDES) TWO POINT LOCKING r ONE 3" TALL x 20 GA. 50 K I IN. U- S M BAR PER, DOOR SECTION_ END SLIDE BOLT STILE LOCK ENGAGES INTOVERTICAL E TRACK. ONE LOCK ON EACH SIDL or DOORR. INSIDE SH()ir An 3" TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN. 3" � I GA. GALV. STEEL TOP ROi.1.I R BRACKET. EACH F3PACKET ATTACHED W/(3) #i4;?3' SIFT M�~I'AT SCREWS. AP JOINTS, 14 GV- STEEL A CAI. END HINGE. EACH FASTENED TO END yi'1LES W AL4 i / 4x5 8" >.1E1'SGR� Kt'I TAPPING SCREWS. TALL. x 20 GA. GALV. EEL U-BAR. ONE U-BAR R SECTION. EACH U-sAR ATTACHED TH TWO 1/4"x3/4" SELF TAPPING REWS PER STILE LOCATION. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS, TRACK CONFIGURATION DOOR HE IGHT "L" 2 GALV. STEEL TRACK, 7 -0 76 MIN THICKNESS- .060" TRACK THI E 82 7 -6 p • -Q 4J8 8 TYP. 2-1/2"x12 GA. GALV_ STEEL TRACK BRACKET. 4 TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14x5/8" SHEET METAL SCREWS LOCK OPTION 13 GA. GALV. STEEL BOTTOM BRACKET. WITH TWO NOTE 1:SHEE ATTACHED AL S REWS 144/8' 00 0 DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF 5 SECTIONS (0T- SHOWN`). ALUMINUM EXTRUSION FRONT FRAME WITH U.V. & VINYL WEATHERSTRIP. 1/4"x3/4" SELF COATING ON OUTSIDE SURFACE TAPPING SCREWS. ACTION A -A (SIDE VIEW) 14 GA END HINGES 18 GA. INTERMEDIATE HINGE VIE "a VIEW " " � � V RTIT �gM 3 ATTACHMENT (C-90 BLOCK OR OPTIONAL 10 SCR_EW 2 000 PSI MIN CONCRETE COLUMN): SSB GLASS OR WINDOW LITE 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC LITE STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C 90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE SECTION B-B 2x6 YELLOW PINE JAMB- 20 GA. MIN_ GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER PSI MIN. CONCRETE). WASHERS INCLUDED WITH (10 #8x3PAN HEAD SCREW 20 GA. GALV. STEEL INTER. STILE SLEEVE ANCHORS, 1-1/4" O.D. MIN, WASHERS REQUIRED 10 SCREWS PER LfTF� WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH INT€ 12 GA. GALV, STEEL TRACK / MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES STIL BRACKETS FASTENED TO WOOD JAMB- TRANSFER LOAD. ONTO VERTICAL TRACK. WITH ONE 5/16-0-5/8" LAG SCREW ONE SNAP LATCH ON PER TRACK TRACK£T, EACH SIDE OF DOOR. 18 GA. GALV. STEEL CENTER HINGE INTER. STILE FASTENED TO INTER. STILES W/ {4) OUTSIDE #14x5/8" SHEET METAL SCR ° HANDLE 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES OUTSIDE KEYED 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) HANDLE END TRACK ATTACHED TO EACH BRACKET 14x5/8 SHEET METAL SCREWS AND STILE WITH ONE 1 4" 5 8 BOLT &4 1 4 3 4" SELF TAPPING SCREWS PER END HINGE END STILE AR LOCK B ENGAGES IN TRACK ON EACH SIDE OF DOOR. / x/ NUT ) / x/ Q•UTSID j�I;l'ED LOCK 2 OR TWO 1/4" DIA. RIVETS. INSIDE HANDLE LOCK BAR LOCKING i SHORT T 2 D A. S OR STEM, 10 BALL STEEL ROLLER. JAMB CQNFIGURATION OUTSID>= KEYED LOCK DESIGN LOADS:-I.25.0 P_S-E & -32.0 P.S.F_ SECTION C-C SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. PREPARATION OF JAMBS BY OTHERS W NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, VERTICAL JAMB ATTACHMENT WOOD FRAME BUILDINGS): MAX. DOOR SIZE 9'0"W X 8b"H 1/2"x3" LAG SCREWS ON 24 CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK cwlw aw'Idaq prod.*. company u1 +so6 a.. w- (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING �e emngenaer fs depialw herein are the aole omoeiiv !L of the a." 13.rwn9 pmdude Cam nY and may,, nowt SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. he sepoa"oed a y fwm wu»ecS°w +tan oenroTM MODEL: 11ORW4 (25 GA STEEL SKIN) MODEL: 12ORW4 (24 GA STEEL SKIN AT INTERMEDIATE STILES FOR 1$' WIDE DOOR. 20 GA, MIN. END STILES ATTACHED DOOR ATTACHED W/ TOG-L-LOG (TOP & $OT) SKIN WITH PATENTED TOG---L-LOC SYSTEM AND URETHANE ADHESIVE (ALONG CENTER) (TOp, 80TTOM & CENTER). OPTIONAL SS8 GLASS OR 1 /8- ACRYLIC SECTION B B AVAILABLE ~ A (SEE !i �ilr,.lililn► ..�i.. 1 ��ME li � 11 .i.�wmswi�l♦Iriww�w��.i. �.• ....'.'' ••"�"ra.= = ..� � _ �"'"•' �.i, i ice. _' .i11: 1 1 �------I--- i �.r-- ---I-�t-----� �� � _ 1 I ■ice �!I. . ��.YI���� .• �■ ■ �-■fit•. ■ ■ NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN)). DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING, BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSt Aj 3 1-7/8" �=j T 2" THICK VIEW "8" -- VIEW "C" LOCK POSITION BOTH SIDES TWO POINT LOCKING f3" x 20 GA. U-BARS. PATTERS IN A 2-1-2-1 PATTERN (1_E. 7W0 U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) INSIDE ELEVATION 8 VERTICAL JAMB ATTACHMENT iQ BLOCK OR �,000 PSI h�IN CONCRETE COLUMN; 3/8%4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C--90 BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4 CENTERS (2,000 FRONT FRAME WITH U.V. P51 MIN. CONCRETE). WASHERS INCLUDED WITH COATING ON OUTSIDE SURFACE SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 2x6 YELLOW PINE JAMB (BUT NOT REQUIRED) T PROVIDE A FLUSH t�`- --- MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OPTIONAL 10 SCREW TRANSFER LOAD. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (T SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD .IAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. x 0 TRACK CONFIGURATION W x DOOR 0 HEIGHT "L" 6 -6" 70" 2" GALV. STEEL TRACK, 7 -0 76 II MIN. TRACK THICKNESS: .060" 7 _g 82 88" 1iJ s � TRACK BRACKET. " 1 A. GALV. STEEL CK RACKET" P 2--1 2 2 G E TY x I z (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). a_ 0 #14x5/8" SHEET METAL SCREWS Q 0 0 O 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 1 d GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" - STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA, MIN. GALV, STEEL END STILE 20 GA. GALV. STEEL INTER. STILE 7 SSB GLASS OR 12 GA. GALV. STEEL TRACK _/ ACRYLIC LITE iJll DdW LITE BRACKETS FASTENED TO WOOD JAMB MOLDED INSIDE SE 01 N B� LITE RETAINER WITH ONE 5/16"x1-5/8" LAG SCREW #8x3/4" PAN HEAD SCREW PER TRACK BRACKET. (10 SCREWS PER LITE) SNAP LATCH ENGAGES 7/16" I.D. ROUND PUSHNUT 18 GA. GALV, STEEL CENTER HINGE ONTO VERTICAL TRACK. ER R FASTENED TO INTER STILES W/(4) NUAIR 5INCLE HUNG HINDON 5GHEDULE TE5TED PER ANSI/AMMA/NNV.IDA 101 /152 GALL 512E MANUFACTURER 5ERIE5 # DE516N DE5IC�N PRE55LRE P5F) SUCTION (P5F) IA25H (1/2 325H) q00 +7�,a -ao.0 225H a00 +�.o -Bo.D 325H qaa IA3 I/2 335H J q00 + - 75.0 a O � . GOO _.,...._ qOO IA45H (1/2 H aoo245H _.._.. _,sue _. _ _ -�.__. 345H 400 ==_ '+3i:6 T - _ IA55H (1/2 355H) q00 V_...� . W�-..__...:.._.-:..._.:_. 255H 400 ...__. • : -32.3 _='z; 355H qD IA65H (1/2 365H) q00 _ : +50.4 >s 265" q00 365H aoo +75.0 20205H q00 30205H qa0 402005H G100 +"15.0 =18.4 20305H qo0 +75.0 -ao.o 30305H q00 __ ^+✓C?.1=::1-56.i:===_ 40305H qDa 204o5H C100 +75.0 -a0.0 30405H qa0 :,•�•�-•�::+56.1r•�•���:'J:-:� .56.L==r.:�:. 40405H qao ._......-..._.._ :,_. .:..... .. ....�...._..:.. _ �.s:�=ram 20505H aoo �� -=+�a.�:-�.�+• �-::::_.���--'�a.�.__. _.. _ _.:_.. 305o51»I aoo ��-= � � -_ -- H aaD _ = _ = - - 30605H q0D=-+42.Ou=_"-'-42.0: y 40605H q00 NUAI'R HORIZONTAL ROLLER NINDON SGHEDULE TESTED PER AN51/AMMA/NV4,DA 101 /152 GALL. SIZE MANUFACTURER SEi21E5 # t 51C�N PRE55UR.E (PSF) DE5I6N 5UGTION (P5F) 2020HR OH2 / OH3 +50.0 -&0.0 5020HR OH2 / OH3 +50.0 -80.0 4020HR OH2 / OH3 +50.0 -_ - f£� - . 5020HR OH2 J OH3 +50.0 6020HR OH2 ! OH3 +50.0 203OW 0H2 / OH3 +50.0 -50.0 5030HR OH2 OH3 - - _ _ Wit=: �r��_.4;.-f•=-�.� :.':- 4030HR OH2 / OH3 +50.0 5030HR OH2 / 01-133 .. .. _ �_ .._._.._..__.. _.. +a0.0 2040HR. OH2 / OH3 3040HR OH2 J OH3 _ _ - - y'+42 7 _. __: -•s ter` __ = - =-50.0 4040HR OH2 / CH3 _. --= 6040 OH2 ! DH3 .._,.. ... __...._... mod, :- -__ 2050HR OH2 J Ohf33 305DHR OH2 ! O! t3i.l 4050HR OH2 ! OH3 5050i-if? OH2 / OH3 6050Hi2 OH2 ! OH3 NUA I R SL I D I NC O LA55 DOOR SCHEDULE TESTED PEP, AN51/AMMA/NANDA 101 /152 CALL" 51ZE MANUFACTURER 5ERIE5 # DEa16N PRE55L RE (P5F) DESIGN SUCTION (P5F) 5068 55D 200 +50 -64.6 6065 560 200 +30 -55.0 8068 560 200 +30 37.1 g0ba 56D 200 +30 -55.0 THERM,-TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMA/NNNDA 101 /152 LOGATION CALL. SIZE R/O 51ZE MANUFAGTURL9Z DE5GRIPTION i�E>E51 (PSF) SU DE51O1'SF) OARASE 2568 (2/b x 6J8) 34 1/2 x 82 1/2" #100 FLUSH 5TEEL +25.q -54.7 SERVICE DOOR +25.q -�-.-� P aoL BATH 246 2l4 x 6/8 ) I2 82I n 30 / x 2 l i £3 NE 1 TE STEM Fi�ENGi-t a L L 3 . DOORiC x 2668 /b b 8 I!2 x 82 12" 32 / 116 ONE LITEI i=RE1�tG1-I L TE STEAL + 25.a -34: i BREAKFAST TO 2b68 (2/& x 6/8) 32 1/2 x 82 1/2" #128 TEN LITE STEEL FRENCH +25A -34.7 LANAI DOOR +25.4 -34•1 EXTERIOR (2)2068 (4/0 x 6J5) 51 1/4 x b2 1/2" #108 15 LITE 5T�L FRENGH +24.T -52A FRENCH (2)2668 (5/0 x 6/8) 63 I/4 x 82 1/2" #108 15 LITE 5TEEL. FRENCH +244.7 --52.4 POOR (2}2868 (5/4 x 6/D1 67 I/4 x 82 I!2 n #108 15 LITE STEEL 1 RENGf f +24,7 -32.4 (2)3068 (6/0 x 6/80 T5 1/4 x 82 1/2" #108 15 LITE STD_ FRENCH +24.7 -52.4 FOR f3'-O" HI67H UNITS (N) x qa 1/2" MAIN ENTRY DOOR 3068 (3/0 x 6ley) 3& 1/2 x °�2 1/2" 1 #208 STEEL. 8 PALL +25.q _347 (2)26b8 (5/0 x 615) 63 1/4 x ?2 V2" +243 -32A (2)2868 (5/4 x 6l8) 67 1/4 x 82 1/2" +24.7 -32.4 (2)3066+ (b/O x 6/�) '75 1/4 x 82 1/2' +243 -52.4 (2)3a80 (610 x S/0) -75 1/4 x ct8 1/2" +24.7 -52.4 MAIN ENTRY DOOR 30b8 (5/0 x 618) 38 1/2 x 82 Ill" #F0-60 6 PANEL FIBERGLA551G +25A -54.7 (2)2668 (5/0 x lble9 63 1/4 x 82 1/2" +24.7 -32_A 2 5 4 x ( )2Y b8 (/ 6/b) 67 14 x a2 1J / .2 +24:7 -52.4 (2)30bb (b/O x bJ8) 15 I/4 x b2 I/2" +24,7 -52.4 (2)30b0 (b/O x 8l0) � 1l4 x '�� 1/2 + 47 2 -3 2.4 ENTRY DOOR 306f.5 (3/O x 6/a) 38 1/2 x &2 1/2" #FG 60 b PANEL FIBERGLA551G OR #FG-2000 I LITE FRENCH FIBERGLA551G , ( GU5TOMER CHOICE) +25.q -54.7 (2)2bb8 (5/0 x bl8) „ 63 II4 x 82 1/2" +24 (2)2868 (5J4 x &/8) 61 1/4 x b2 112 +24.7 -32.4 (2)3068 (b/O x 618) 75 1/4 x &.2 1/2" +243 -32A (2)30&0 (6/0 x 8/0) 75 1/4 x qb 1/2" +243 -32.4 BANGO OVERHEAD DOORS, I NG. C-�ARAOE DOOR SCHEDULE TESTED PER ANSI/AMMA/NV&gDA 101 /152 GALL SIZE TE5T LOA05 PRESSURE (F25F) TEST LOADS 5UGTION (P5F) PE51ON LOA05 pRE55Ui�E (PSI:) DE510N LOADS 5UGTION (P5F) e) x 7 (OR 80-100H) +31.5 -46.o +25.0 -32.0 q x -7 (OR ,40700H) +37.5 --46.0 +25.0 -32.0 16 x `7 (OR 160700H) +36.0 -37.0 +24.0 -24.5 XT�RIOR t�lINDOI�lS AND DOOM? NOTES 1. ALL. EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVETHE DESIGN PR PRESSURE SPECIFIED. E RE SPEC ED FBC 1707.4.4.1 3. ALL EXTERIORWINDOWS O AND DOORS WHERE K vo0 BUCK THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE WOOD BUCK. FBC 1707.4.4.2 5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE INTERIOR UP OF THE WINDOW. FBC 1707.4.4.2 6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4 ONE SNAP LATCH ON FASTENER (ONE P ROLLE ) EACH SIDE OF DOOR. #14x5/8" SHEET METAL SCREWS. INTER. STILE 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES 12 GA, GALV. STEEL TOP 0 t 2TRACK ATTACHED GA. GALV. LTO�EAC H BRACKET FASTENED TO SHEET DMETAL SCREWS ASTILES EACH ND ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS) e BRACKET ATTACHED W/(4) 1/2"x3" LAG SCREWS ON 18 CENTERS. 1-1/4" O.D. MIN. WITH ONE 1/4"x5/8" BOLT &NUT 4} 3/4 x3/4 SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED 2 OR TWO 1/4" DIA. RIVETS. SCREWS. SHEET METAL WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK HANDLE 0 SCREWS. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING END PREPARATION OF JAMBS BY OTHERS. 2" DiA. SHORT STEM, i 0 BALL STEEL ROLLER. SURFACE_ HORIZONTAL JAMBS DO NOT TRANSFER LOAD, 14 GA, GALV. STEEL INSIDE HANDLE JAMB CONFIGURATION END HINGE. EACH SECTION C--C FASTENED TO END OUTSIDE KEYED LQCK f STILES W/(4) #14x5/8" SNAP LATCH LOCK OPTION SHEET METAL SCREWS & (4) 1/4"x3/4" SELF END SLIDE BOLT NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS TAPPING SCREWS. STILE LOCK ENGAGES END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF " INTO VERTICAL RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE TRACK, ONE STILE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF 3 TALL x 20 GA. GALV. STEEL U-BARS LOCK ON INTER. THIS DRAWING. TEST LOADS: +36.0 PSF & --37.0 PSF Ao CREATED �1-OZ-+�2 3 ALL x 2-1 PATTERN (I.E. TWO ARBARS EACH SIDE STILE MAX. DOOR SIZE: 16'0"W X 8'OH ON BOTTOM SECTION, ONE U-BAR ON NEXT OF DOOR. MArmlUFACTB i pURCHASEo SHEET SHEETS DRAWING 0 REV. 120 M P H SECTION, ETC.). EACH U-BAR ATTACHED LOCK BAR MANUFACTURED 1 1 101980 03 L WITH 1 4"x3 4" SELF TAPPING SCREWS IODIDE SLIDE BQLT ENGAGES IN , I I LOCK OPTION TRACK ON }(�^�� GUST TES. 8Y CHECKEil BY SEC. l7�ST PER STILE LOCATION. OUTSIDE EACH SIDE DESGRII'TI©N HANDLE 1 OF DOOR. MWW MWW SECTION A -A (SIDE VIEW) I I I F -13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. -ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. of SIDE KEYED.LOCK LQCK BAR LOCKING Clopay aad`d g Products Cowpony W1. Rights Reaerred. The arrangements depicted herein are the sole pro of the Clopoy Building Products Company and may not be reproduced in any form without As written perm,ss art. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY T REVIEW ALL. DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. INSTALLATION DETAILS FOR FLANGE WINDOWS IN WINDZONES screw embedment oft" is maintained in the buckstrip. Window fasteners should be located a maximum of 4 from each corner A HEADER }�IgLL HEADER PLYWOOD B FLASHING SHEATHING OF 15OMPH OR LESS (DETAIL A) and maximum of 18" O.C. It is recommended that fasteners no 1J 1 u�kRl ip z?nlsst l e set in a dead at sealant. The exteriorjoint be installed through the sill of the window. The actual size of RESISTANT F . WINDOW FASTENER v • l 1 Cwiveh the buckstrip and masonry must also be sealed. the buckstrips should be no less than l2" X 2 a". Duckstrips BARRIER i •, » .« buckstrips shall run the entire length of the rough opening. A should be installed using minimum ilh X 24 masonry screws, EXTMOR , WOOD A INTERIOR tNTER1OR • buckstrip is not necessary at the sill if it is pre -cast. All gaps y, to maintain 14 embedment, and be i8' O.C. FACADE ; f := _; � _ , FRAME r HEADER. PRESSURE TREATED must be sealed. Buckstrips should be pressure treated yellow li i> Y • . INSTALLATION DETAILS FOR FIN WINDOWS IN BUCKSTRIP (MIN. 2}' pine, spruce or comparable lumber. In accordance with the DRYWALL - ° AS SHOWN) Florida Building Code, a taper, or bevel on the buck is WINDZONES OF 150MPH OR LESS (DETAIL B) RIGID FLASHING (OPT., BY OTHERS) M ii'r'�90 a, �MI- thld if the wiiiJow frame is fully supported by the VOID WITH Installation fasteners for windows should be a -• • - -LER lluc%s#rip at both the interior and exterior. „A. minimum 1! nail or 14 wood Screws, With an embedmentof INtiERIOR FILL INTERIOR _,. MINIMAL EXPANDING FOAM - 'a6lb s" at least I ". Fasteners should be located at a maximum of 4" -- IF PER CODE ' ftL1_ lkltl; WITH tii!i> laL If usin' thick wood buckstrips: "— from each corner and 18" O.C. for screws and 9" O.C. for '' • ANDiNG FOAM 4 - • - IF PER 'CODE Installation fasteners should be a minimum 1 ,'x 24' masonuy nails. It is recommended that all screws or nails be sealed to 4' EXTERIOR screws, installed through the window and buckstrip, into the prevent infiltration of air and water. Product maybe shimmed IFtISE� SHIMS ' JAMBS masonry. Window may be shimmed as necessary, provided a as necessary. • minimum screw embedment of 14" is maintained in the Flexible flashing should be installed in a _ C2 INSTALLING ® & r IIT-Ssomy, hasteners should be located a maximum of 4" from weatherboard fashion. The top layer should overlay any layer LEVEL F °o each corner and maximum of 18" O.C. It is recommended that beneath it. The weather resistant barrier should then cover the • FLEXIBLE RESISTANT � IF NECESSARY, `STET fasteners not be installed through the sill of the window. Tie flexible flashing at the header. The application of the weather BARRIER FINISHED USE SHIMS actual size of the buckstrips should be no less than 4" X 2gt"- resistant barrier will vary based on when it is installed. If it is pR ISLE WE, ER • SILL • installed after the window, it should be tucked under the sill FLASHING • INSTALLING To • _ KEEP PLUMB & _ = If using lz " thick or greater wood buckstrips (not shown): Bashing and overlap the jambs and head flashing. - JAMBS - _ Window installation fasteners should be a minimum #8 X i" woad screws, installed through the window into the buckstrip. LEVEL• n ROM " R� FA�r DNAAacanrsMRAL TERIOR ExACADE FACADE + WINDOW� v • PRE -CAST "TAT, PoURM Window m .y be shimmed as necessary, provided a minimum � Z+ CONCRETE Sid ? 7� W'N1 M SILLThe -..— SILL L Window clepioted to this raMn-gis intended lor use on typical canstrucucm. It is a response ity of o em to termme tf d is app ica e. A rit as 'ng, vapor --- barriers, Bin maybe spee[fied by the project arohiieet, Wind and design pressures vary within each state and county. All products manufa0tured by NuAir Inc. meet a • SEALANT BEAD • SEALANT BEAD SILL minimum of 1I0 mph (930 r?P) wind load requirements (per• AAMA 101); please check local building codes for exact requirements. Above details shown for Single Flung wndow.PorinstsIlalionofAwTing,I[orizontalRoller, orPiei;uei0esignerwindows use the samespecificationsasshownabove for the Single Hung, provided that all 0SEALANT BEAD IF FLASHING IS NOT ADHESIVE unched frarne installation holes ase utilized and with the above mentioned screw s ze and in . IF NECESSARY. USE SHWS WHEN INSTALLING TO KEEP PLUMB & HEADER • INTERIOR PRESSURE TREATED BUCKSTRIIP (MIN. 2J" AS SHOWN) SHIM AS NEED@ WINDOW ASTENER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE NO FASTENERS THROUGH SILL LEVEL. • - - 4 PRE -CASTd d CONCRETE SILL • SEALANT BEAD SILL LrHUN TALLATION DETAILS FOR NON -IMPACT, FLANGE, SINGLE INSTALLATION IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre -cast. All gaps must be sealed- Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using 4" thick wood buckstrips: Installation fasteners should be a minimum J" X 24" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of le is maintained in the masonry. Fasteners should be Iocated a maximum of 4" from each corner and maximum of 18" Q.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no Iess than 4" X 2�'. If using 1 " thick or greater wood buckstrius (not shown): Window installation fasteners should be a minimum 410 X 11 " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 11" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 1�' X 2J". Buckstrips should be installed using minimum 1 g' X 24" masonry screws, to maintain 1�' embedment, and be 18" O.C- The window depicted in this drawing is intended for use on typical construction, It is the AMRMAN' IAIR ARCREnul`iu1RAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. A's o�w ; Nt`s' m be specified b the project architect Wind and d pressures vary h d Menses may gee y p J design pr ssuro ry within each state an county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLO(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. tNTERIOR 4� • = �t fiXTERtOR JAMBS IF NECESSARY, USE SHIMS WHEN INSTALLING TO HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, AWNING A02/3 ATW WINDOWS 1N WINDZONES OF 15OMPH OR LESS (per FBC 2001) -4 Buckstrips must be set in a bead of sealant. The exterior joint =1 • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast All gaps must • PRFSSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, Bumsrmp (MIN. 2Ij' spruce or comparable lumber. In accordance with the Florida As SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the frame is fully supported by the buckstrip at both the SHIM AS NEEDED interior interior and exterior. WINDOW FA5tENER If usin " thick wood buckstrips: _ _ _ g Installation fasteners should be a minimum 16" X 21," masonry screws, installed through the window and buckstrip, into the FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM masonry. Window may be shimmed as necessary, provided a - IF PER CODE minimum screw embedment of 11' is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer No and maximum of 18" O.C. It is recommended that fasteners not be FTrtr> installed through the sill of the window. The actual size of the S buckstrips should be no less than 4'X 28". If using l "thick or greater woad buckstrips (not shown thick or�eater wood buckstrips (not shown): FINISHED • Window installation fasteners should be a minimum #10 X I- " KEEP PLUMB ar • wood screws, installed through the window into the buckstrip. l�l - - • • _ _ Window may be shimmed as necessary, provided a minimum --. • screw embedment of 14" is maintained in the buckstrip. Window f v cr q fasteners should be located a maximum of 4" from each corner and • PM -CAST- • ''EAT. POUR£t) CONCRETE sat G CONCRETE Salt maximum of 19" O.C. It is recommended that fasteners not be i SEALANT BEAD installed through the sill of the window- The actual size of the buckstrips should be no less than 1z" X 21,". Buckstrips should be installed using minimum �" X 21" masonry screws, to maintain l4" embedment, and be IS" O.C. e in this drawing The window depicted ra 1TIg is intended for use on typical construction. It is the 11A PAUCAN ARCS i S n1aAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, Bic. A SOCI oTUN may be specified by the project architect Wind and design pressures vary within each state and TIR MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLs(800) 282-6627o www.NuAir com load requirements (per AAMA 101); please check local building codes for exact requirements. FLID013 £ FLASHING WEATHER ESiSTANT- BARRiER RIGID FLASHING (on., BY OTHERS) HEADER sH�rG Di SERIES INSTALLATION DETAILS FOR NON -IMPACT, FIN, HORIZ, ROL- OH2/3 HR LER WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) WINDOW �. -FASTENER Window installation: ' wowInstallation fasteners for windows should • - ' - :: '; : :': FRAME be a minimum 12", 4d nail or 6 x l" drywall screw, • ^'s HEADER with an embedment of at least 12". Fasteners DRYWALL should be located at a maximum of 4" from each comer and 18" O.C. for screws and 9" O.C. for nails. FILL INTERIOR VOID WITH MINIMAL 'EXPANDING FOAM It is recommended that all screws or - IF PER CODE nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary, uSE SHIMS Weathe[proofing_ _proofing 1 WHEN KEEP P uM °& Flexible flashing should be installed in a ANT LEVEL weatherboard fashion. The top layer should overlay R FLEXIBLE any layer beneath it. The weather resistant barrier FLASHING FINISHED should then cover the flexible flashing at the WEATHER • SILL header. Esi BARRIER • The application of the weather resistant A all - barrier will vary based on when it is installed. If it IMIOR FACADE is installed after the window, it should be tucked wlNDow under the sill flashing and overlap the jambs and FASTENER head flashing. SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE depicted this drawl is • lded for c T � The window dap 1 drawing inter use on typical construction. It is fire AMh1tiCAN ARCH ITECrURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES AssCC(AUON may be specified by the project architect. Wind and design pressures vary within each slate and MrMBeu county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-66270www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. WEATHER ESISTANT BARRIER RIGID FLASHING (OPT. BY OTHERS) HEADER ADER PLYWoOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, SINGLE HONG WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) SHEATHING & 950 SH WINDOW FA''fENER Window Installation: - - — �WDRYWALL Installation fasteners for windows should • •_.. -.;: d �Ebe a minimum 1a", 4d nail or 6 x 1z" drywall screw, HEADfTt with an embedment of at least 12". Fasteners should be located at a maximum of 4" from each comer and IS" O.C; for screws and 9" O.C. for FILL INTERIOR VO4D WITH nails. MINiMALE PA G It is recommended that all screws or DE nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary - IF NECESSARY. USE SHIMS WHEN INSTALLING TO Weatherproofing: KEEP PLUMB & LEVEL Flexible flashing should be installed in a FLUweatherboard fashion. The top layer should overlay FLASHINNG any layer beneath it. The weather resistant barrier SILLISFiID should then cover the flexible flashing at the MR R • • rANr header. RIi R _ - _- The application of the weather resistant IOR r barrier will vary based on when it is installed. If it WE is installed after the window, it should be tucked WINDOW ER under the sill flashing and overlap the jambs and SILL head flashing, • SEALANT BEAD QSFAi.ANT BEAD IF FLASHING IS NOT ADHESIVE d d 'cted 'n th' dra i i intended far use on typical construction It is the The win ow Bpi L [s w ng s IRMAMMUCANI barriers, etc. vapor bawl flashing, , e determine if it is applicable. Additional as of oth rs to deie, ��,/I� ARCaPrtSCTURAL responsibility1T g 1� a1ANUFACrf1RFc fate an AssoLTano>< may be specified by the project architect. Wind and design pressures vary within each s "EMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL 0(800) 282 8627•Wwwt-NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. BARRIER RIGID FLASHING (OPT.. BY OTHERS) — INTERIOR WFATHET R�slsral t • BARRIER • 1�I'SII'�//� FLUBLE FLASHING YliNDow FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM IF PER CODE IF NECESSARY, USE SHIMS WHE INSTALLING TO KEEP PLUMB do LEVEL. JAMBS BARRIO • - - EXTERIOR FACADE WINDOW FASTENER SILL • SEALANT BF-AD OSEALANT BD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FIN, AWNING WINDOWS IN WINDZONES OF ISOMPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum 1�', 4d nail or 6 x lJ" drywall screw, with an embedment of at least 1�'. Fasteners should be located at a maximum of 4" from each collier and 18" O.C. for screws and 9" O.C. for nabs, It is recommended that all screws or nails be sealed -to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. The window depicted in this drawing is intended for use on typical construction. It is the AME9nCAN AN ARMTECn1RAL responsibility of others to determinc if it is applicable- Additional flashing, vapor barriers, etc. �A� u may be specified by the project architect. Wind and design pressures vary within each state and MW"M county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-6627owwwAtiAimom load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE FLASHING WEATHER RIGID FLASHING (OPT, BY OTHERS) PLYWOOD SERIES 900' HEADER NG PW & DPW WINDOW f i ^FASTENER WOOD �f HEADER • • , , I INTERIOR VOID WiTH 4AL. EXPANDING FOAM - IF PER CODE IF NECESSARY, USE WHEN INSTALLING KEEP PLUMB LEVEL EMBLE 4SHING * • • DRYWALL SHIMS TO & FlNiSHID SILL WINDOW FASTENER SILL • SEALANT BEAR INSTALLATION DETAILS FOR NON4MPACT, FIN, FIXED WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum *', 4d nail or 6 x li" drywall screw, with an embedment of at least *. Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant harrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. OSEALANT BEAD IF FLASHING IS NOT ADHESIVE AMMLGAN The window depicted in this drawing is intended for use on typical construction. It is the C or ARCFlrI8C1'URAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANOVAA&VXMC IVIIA#&AR TURtS ASSUCGATION may be specified by the project architect. Wind and design pressures vary within each state and MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (1130 DP) wind Tampa, FL•(800) 282.6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, HORIZ. ROm- OH2/3 HR LER WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) .4 Buckstrips must be set in a bead of sealant. The exterior joint `° • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A @XTMOR iFTTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • INlt ifOR pRESSURE TREATED be sealed, Buckstrips should be pressure treated yellow pine, • BUCKSTRiP (MIN. 2r spruce or comparable lumber. In accordance with the Florida srrowN) n� Building Code, a taper, or bevel on the buck is acceptable if the flame is fully supported by the buckstrip at both the �• SHIM AS NEEDEDwindow interior and exterior. • WINDOW F4 ER If using " thick wood buckstrips: =� Installation fasteners should be a minimum" X 24" masonry v - FILL INTERIOR VOID WITH ,: • MINIMAL EXPANDING FOAM screws, installed through the window and buckstrip, into the IF PER CODE masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of l4" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O,C, It is recommended that fasteners not be installed through the sill of the window. The actual size o£the NO FASTENERS buckstrips should be no less than 4" X 2g". IFSHIMS ' THROUGH SILL If using 4 " thick or meter wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X 1 J " IN • INSTALLING 70 KEEP PLUMB & • wood screws, installed through the window into the buckstrip. _ LEVEL • • . - - = Window may be shimmed as necessary, provided a minimum • screw embedment of 14" is maintained in the buckstrip. Window a cT� fasteners should be located a maximum of 4" from each corner and A CAN PRE -CAST SILL d CONCRETE SILL ETEinstalled maximum of 18" O.C. It is recommended that fasteners not be through the sill of the window. The actual size of the • SEALANT BEAD SILL buckstrips should be no less than 1�' X 2p". Buckstrips should be installed using minimum l6" X 24" masonry screws, t0 maintain 14" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the AMFttiCAN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANMMRR8 AssopATroN may be specified by the project architect. Wind and design pressures vary within each state and tT AWRMMywm county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind L*(800) 282.6627owww,NuAir-corn load requirements (per AAMA 101); please cheek local building axles for exact requirements. HEADER SERIES 90€I IPW INSTALLATION IIETAILS FOR NON -IMPACT, FLANGE, FIXED I)I' WINDOWS IN WINDZONES OF ISOMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • INTERIOR PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, • BUMM41P (MIN. 21" spruce or comparable lumbar. In accordance with the Florida . a As SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the Q v• window frame is fully supported by the buckstrip at both the SHIM AS 1 interior and exterior. WINDOW ER If using+" thick wood buckstrips: :Q FILL INTERIOR VOID WITH lik" Installation fasteners should be a minimum 16 X 2s4 masonry MINIMAL EXPANDING FOAM a • - IF PER CODE screws, installed through the window and buckstrip, into the �; TtIOR masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of 1�' is maintained in the masonry, Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. The actual size of the buckstrips should NO FASTF'NIJRS be no less than +" X Zs'. THROUGH SILL If using 11i " thick or greater wood buckstrips (not ShoIF wn NECESSARY.1 USE Window installation fasteners should be a minimum #10 X & WHEN WEE" • wood screws, installed through the window into the buckstrip. INSTALLING TO KEEP PLUMB & • • - - - _ - Window may be shimmed as necessary, provided a minimum tEvEi.. _ _- • • V �l screw embedment of A' is maintained in the buckstrip. Window e a fasteners should be located a maximum of 4" from each corner and PRE -CAST ' Z CONCRETE SILL $CONCRETE SILL maximum of 18" O.C. The actual size of the buckstrips should be p no less than 1�' X3 281". Buckstrips should be installed using BEAD SILL minimum ,6' X 24" masonry screws, to maintain • SEALANT la' embedment, and be 18" O.C. CAN The window depicted in this drawing is intended for use on typical construction. It is the AARRCCH,`M-MRAL responsibility of others to determine if it is applicable, Additional flash' MANUt'AC'NRES p �' pP mg, vapor barriers, etc. 11MAIR ASS(.GA•,�UN may be specified by the project architect Wind and design pressures v within each state and MEMBER P gn p sty J� county. All products manufactured by NuAir Inc. meet a minimum of 1 ] 0 mph (R30 DP) wind Tampa, FLs(800) 282-6627•www.NuAir-coin load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 201) INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS HEADER & 500 SGD DOORS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, EXTERKSR • INTERIOR except door sill. All gaps must be sealed, Buckstrips should be INFERIOR PRESSURE pressure treated yellow pine, spruce or comparable lumber. In BUCTED KSTTRIP accordance with the Florida Building Code, a taper, or bevel • on the buck is acceptable if the door frame is fully supported n= AIM by the buckstrip at both the interior and exterior, NEEO>rD DOOR ,, , If using " thick wood buckstrips: �' Installation fasteners should be a minimum 16" X 24" masonry screws, installed through the door frame and buekstrip, into the ' masonry. Door may be shimmed as necessary, provided a minimum screw embedment of A' is maintained in the y MINIMUM masonry, Fasteners should be located a maximum of 4" from ' each corner and maximum DNS" O.C. The width of the REM- MENDED buckstrips should be no less than the frame frame of the door. 0 • AFTER INSTALLATION, SEALBETWEE JAMBS HORIZON•rAL JOINT Ifusing 11 " thick or ater wood buckstjps not shown):" thick or ater wood buckstjps not shown): �� T PA installation fasteners should be a minimum #10 X W AND JAMBDoor F1 wood screws, installed through the window into the buckstrip. I�crERwR Door may be shimmed as necessary, provided a minimum • screw embedment of Ik" is maintained in the buckstrip. Door FILL INTERIOR VOID WrM A MINIMAL EXPANDING FOAM Q : NECESSARY, WRj•Yit'.N fasteners should be located a maximum of 4" from each comer a USE - IF PER CODE INSTALLING TO and maximum of 18" O.C. The width of the buckstrips should xCEP PLUMB de LEVEL be no less than the frame frame of the door. Buckstrips should • SFALA�Cr $� 1 RACK be installed using minimum J" X 24 ` masonry screws, to maintain li" embedment, and be 18" O-C. The door depicted in this drawing is intended for use on typical construction. It is the Aar criTectvRAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. T AMF:RTEC MANnFAC7URr:S ASSOMUON Ina be specified +, fled b the project architect. Wind and design v within r �MentBEa Y P Y P J gn sty each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL •(BOO) 282-6627•www.NaAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS & 500 SGD DOORS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) HEADER Sliding Glass Door Installation; Installation fasteners for jambs and INTERIOR • • INTERIOR header should be a minimum #10 x ley" screw. Installation fasteners for the track should be a Q • DOOR AIM FASTENER minimutn lj' masonry screw. All fasteners should have an embedment of at least 11". Fasteners should be located at a maximum of 4" from each corner and 1.8" O.C. for screws. It is recommended that all screws be sealed to prevent infiltration of air and water, Product may be shimmed up to 4' if necessary. MINIMUM JAMBS MENi� Weatherproofing: • INSTAILLATTo, SEAL, Flexible flashing should be installed in a HORIZONTAL JOINT EXTERIOR BETWEEN TRACK weatherboard fashion. The top layer should overlay AND ,�B L any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. FILL INTERIOR VOID WITH INTERIORVOID The application of the weather resistant MINIMAL FOAM a IF EcessARY, - d USES, SHIMS WHEN barrier will vary based on when it is installed. If it - IF PER CODE is installed after the door, it should be tucked under KEEP PLUMB & the sill flashing and overlap the jambs and head • SEALANT' BEAD TRACK flashing. The door depicted in this drawing is intended for use on typical construction, It is the AMEYt1CAN AACTITTEC7URA 71MRL responsibility of others to determine if it is applicable. Additional flashing, vapor homers, etc. MANUFACTURE'S ASSUCLATTON may be specified b t y pee y he project architect. Wind and design pressures vary within each state and � Reg county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-S627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. 0 6" 6# l�l THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rou h openings are 1/4" smaller on each side and 1/4" smatter on the hewer than standard Therma-Tru rough opening dimensions, Use only a maximum of 1/4" thick shims, Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2--1/2' wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck, Drywall scf-ews, deck screws, and nails are insufficient anchors, and should , not bey substituted for wood screws, Be certain of the number and placement of all screws securing the frame to the rou h opening buck. Consult the architect or engineer of record concerning Yastening the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A I x P,T, BUCK STRIP CUNT, AT OPENING SIDES AND HEADER, 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 8/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE OFO1 1/4" NBEDMENT DINTO THEIMASONRYAJAMBS,MINIMUM 6" 6 SPA( EVEI 6" 6" SINGLE DOOR u SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES "6" u r lit I EI i it I 1 II fl IIi 111 " �- 6 " DOUBLE DOOR W/ SIDELITES " 6 'PACE :VENT_. vi E I 1 I " u ZL CREATED 01-02-02 120 MPH 3 SEC. GUST DOUBLE DOOR " iPACE _VENLY #S 2/1 AT I S#:E CC1LCltII•! rAe ,f"dk AT HEAD A sAHOu stria At.t AL Fi.F41m1�3 7ESMO UNIT ,• S MTHS To 8E EQU/ �TYPICAL At'Ity#IDRs 01 7[Q t�� t3X SIZES - WJtJti4ViJlil'xS A iSI3--ANieIG1i/,AiS TH +r 36" 48" 60" 7�ryrs 241t 4 59.4 67.0 4_ t37fr4 6 AOIQ 60.0 67.0 6 r .50,0 b7.0 6 �t#,ti 24P 361, 48 " 4 solo 57.ti 4 solo 64,9 5 ... 50p 54.3 24tr 3611 4r Ggrr 46n �4 60.0, 6T.0 4 "P. 503 g 36.5 .36.5 tT Ia:i 5$.9 31710=4 63=1/6" .74" 26" Of0J 6 5010 67.0 6 60.051#e'r 37" 53-116" 70 37tr `­ 53 3t'81, 38.3/8" 60-518r 4 6t3,0 53.0 6 50.0 60.1 + 39.6 4. . • 39.6 48.0 Ci 3#3.9 I9. � A F NO. SE�w._859Q OF ANGHDRS F ER 14EAV A SILL ` ALUM. NORIZ4 iolue)XINOPM k� S9E ELF/CHART FOR SPACING o l8Y WOOD SUM OR WOOD MUCTURE 1" MIN. Pt HETrM 71014 Ili W 1t1O00 THR U4' M #N IitIF•#D BO iKPiSTfl�It N MASONRY OR VIR5Git.'Y INTO MASONRY EACH vENT CORNER SEALED WIT WHITE COLORM SFALANT. a 3. �`00 pito putt is oLrst NFdi AS PER INS Si31> M FMVA SCgt, WO COOZ 1994 12001011 Mit idbtt 1-! MHiY 04'240t rLORM& " £.'t}DE' , 930 FQR WIND liMS AWPIR•A5C9 7 AIS11M. COItRRCIAONDM LC7 % S. YtCIOD DIIM BY OTHFAZ MUSY 99 MkCHItllW PltoplkY -To VAWJM LQADS 10THE SMUCTURE, p. 3C¢iC A SMALL SE AS 'LISTE:Et: SPACED AS SHOWN ON OUTAItS. ANCHOR .. meSC�T TO �E td,5T6I#iAl. SHALL BE BEYOND WAIL iTRI;S59I� " -- «. »......_ � >t EP:iP,# WOOD Clt#CIC .... ..,..W........... ......>.....»....>-.,.. .NOT BY LAWSON IHO. tt 10 p. 93ti" MINr -WOOD >SsillEq f 1U5T SUSTAINIPaSBri LOADSS t/x ` se POOM-CORNSR I4I0pOINT , $116" ANNEALED GLASS t skirl MADt rLSAR AORESIV9 FAN FMME 2x WOOD SUCK THERMA--TRU INSTALLATION impopindCOMPOUND HEA i OU i Y RAIL �A9" 41L" MAX3t96"-AaIN1 tatif t " Leiffi5 I� 6 a i# to s la b. tYr" rtul. WGAQ EPttiEU SEE SI%Itt: UL9 BELOW P!!R ANi3tptt sPACltta TEST UNIT PERFORMANDE SUMMARYKEY } DIFFERE"CES CHECK LIST L2x �� � 6137". CPr'%# Wang $liI:IC REt+61!tEaiCl:: S*TL-tt#9t t�.ti«97 ' TrzSr7 SIZEr _ SL,•it#" x 7s-le " Is ' l•8r5 +} TEST LVAt35t .•9/,J6 -945 PSI` DE'SI6NLOAUSt .63.0J -53.0 PSF '. + � Rouggh openings are 1/4 smaller on each side and 1/4 smaller on the header than Therma-Tru dimensions, CtyttAA AClHS SIV;: ATIZAINFILTRATION tas�'t gSPSI, standard rough opening pEbbfHGCdit'tPClC1Np T95'T£gRLASSt _3t16w•.e}NAtE:At,E.ET }; ..•...... - 3l9I3r"�AHN. MAX. JAMS $09W SPACIOrn 15-3/4" b tti»3t4" Use only a riaxlmum of 1/4d thick shims, iBt►Tiia A?6 ' tI 84'J $'%±" ILA tltil t3 »,-a.». • I . y � ` MPTFIt81 ti # C�l»iCVIPA�T ESlSTANT Predritt the jambs and headers using 1/8 drllt bit, Predrilling ? IEI b increases structural performance. ; ; PLAN V1 - - Use. only -llZ' wood screws (#8 and I#10 when securing the pre Y.�'`'�" j . hung frame to the rough opening buck, Drywatt screws, deck scree, 2a_9 fi"ITYP, and nails are Insufficient anchors, and should not be substituted for xf 1tI r�s - 2t Es HEAVY DUTY I MEET401 RAIL . - • SCI II I �` t9 • tEi 28 . � 1"329IJ t9 5 6T !: 94S.MIG. jf4 " t4Aii. liar' ill,"i•!M, w000 LrM6Ea V 5 CTI/DpO9014 CORNF•RS. ' RAISIIAt 14AItt:lSgPi"1.18AIREMAfIHs PC6ti PJtitT #t tt1J#ticf2Y D)ESCiIINTCaiI E Lr76i I >r RA##Ir Silt. BOb3 Tt1 .. 3 L 760 $ FRAK JAR 60fi3-T6 5 L 779 t 'V>riET !!E£�i'lila RAIL-- fit#fi�"3 iSc Ci L 7S7 2t VEtiT tUA AICA BOT713H RAIL 7 Lr7D{ t JAMB STILE 6063-7G ALEN#HUIi Rout raRRED A L-767 A5 tt> Qp, GLAxENR BSAA PRAHEfPMI` As66!{81.Y SCRPIS - II 8 ;E 3t�t' PIN. t'HlLtt'S 9 F3406 AS IMOD, 6 S E'.P,f#, #t#i1Lt.tPS !4S' RSQU. FIfG I2Att Sill. SCRt:4E4' VSEi}` AhiL yEr�$ - tIf111S. 2f+i' DTAi BULL tt I2 €. 771t Ait�Aa . AS R900, ,fA IN UAL tJC;A7#tMTR#Fi'INCI ,T97' � ,BID' CJ98G-Ci00I"SIl X 47881I^ +t►Ot�7> I3 P11S-tt05 AS RM, UNSEAL VC41RM3'i'RiPPii - .18i' ,350' X 1�E4° t79 i-SBOiwO# 14 pvs-144 As Rtot?, Plli MA€.1t9AI#iF,R RtI `51G �' tt87• . is �• 17 L-726 6/ VW lui* FACE BE NE Pi.AStil: At;R^i!R' FRWI tO18S't� !f« . I»-TBn S V6ttT RI�i.1.2 tlDuslE#I; AT CAGiI 13k . 0 L-764 . P. - VENT ROLLER/%MFXL RASB 23 L-769 I Sits. TRAGIC tHSI:RT 5063�i6 �63"T6 Al I3• PRII#t EMUS EI L-74C Pf VENT' VI:t9t LATCH za L-75ES E VOIT LATCH ;iPAIHG , , a 0.10 irtL9. 1%, MIN. W00% WQ6 D WOOD IN 2 N Ott.) Asilyr mom CtAStS t4lopaNT WOOD BUCK "A ' &glL gfnoN AiT,SILL §40T1� 1 i 1 THis.WINDOW SYSTEM IS ORSIGNED AND TIST40 TO COWLY WITH THE RECIUIRIMI:NTS Oft THE 19194'DAOE-1COUN'TY.901TIO14 OF THE l40UTH FLORIDA OVILOINO CODE I91t 64104APT9R'4 "CHAPTER 23. C44APTER 39. CtataE4R TH1T: i1RtE fG'CGiIDIitDNS'St#i941at tal'iHtS'04AWING. ' WINDOW CtIMPARATWE . AWi-'� M OHART a Z'At w P�0..#1m P 4tl.lFI ;<a , 1•+rH.. i 69,8 S.+ . . t. • Je �7° I31 . . Y elan ' N."•Inuw xtLi . , `ss*va sa,a 414 94,1f41 F- d,S . 2!f»t%Z $0.�4i16 .J6'I's &%z 21S.4 11.r"Ietn. 47 IN I• •,""kl.Hf WIS 1m.1��•,♦ ,. J Si.. i . , tl r MNNYJ h fi�>•�WS.Yi 1�1+«?>4 a #iiiJ� 1,A1" ,.nJIN r ,r za41 na-ar6 ww♦ dye xdra 11; H F� .#• �iWG m 9�s1l8 '�6i.y 'a. YJi CtkB If -lit dill aaa,4 zl. Vt s'ae "113.71 WA -a-VO 57,# + 7" fIt-till 6k9f 149<1 f 2 It3 » Ili sa 4$ 1jt2° ... 7Ent11 74«1/4 614 •`H .. At 137.7 !7 Ill 4�S ,AtJ."� T �. wood screws, ' ' Be certain of the number and placement of ail screws securing the - rame ` t*t to the rough opening buck, Consult the architect or engineer of record concerning Tastening the buck to the rest of the building structure, Or U9 4 CONTRACTOR TO PROVIDE A I x PIT. BUCK STRIP CUNT. AT OPENING SIDES AND HEADER. a� )Kx 1A x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE I, 3/16 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS go -SHOWN, THE TAPCONS ARE TO DE CONTINUOUS THRU THE i fi �� �. DOOR i= RAME I x P.T. BUCK STRIP AND HAVE A MINIMUM 01 r � ELEItA'I•ION tTYp 1, RN FRAME SIINULM HUNG Vi0,100W "tn" 14AX. ITYP.I T. i X'Wooi DUCKS SHALL 49#t 0AtRMI D #NOT't1Y LAWSON INS,# AND ANCii4lflUEp HCr, tltPAitGHCt165lSIlIpiCAlES Hv.01r 50 JUA'T. THE DCIILOINCi RIESISTS THE SUPIRIMPOSED-TOADS IN ACC ORPARCH c ANCH08SF tttCll dAlEG 4#ITC€ flliCtUiR#M$Ni S ort99a 3,Ct.8X. _ 3 ANCHOR OC'ACRIORD IN THIS 1.AY*UT ARE AS PER TtES4' AWIT, CITHER C•DNDIT(ONS TO 8L 04OW90ROO StWARATE1,Y. 4 AW JM CONDITIONS NOT O£SCRIDEA tW TfM DRAIWINO Alit 108E 400J 010 , ON A CIITC SPECIFIC OASIS, OF 1 1/4" EMBEDMENT INTO THE MASONRY .IAMBS/ 6' 6 SPA( EVEI 6r 6"• W1 M I•-9 3" K 1/DUN HOLE) AT 1-3/4 FROM t Atim =I;< t W2 = 1" X 3/1 Ir 19UP HOLE) AT 2" FROM EACH 1.RD OF V6tii , � ....... • r`......, » .-.. , .. ._ .AftthSl7LYIRVtDiIAHIPtIWEDD ItGt N0T a iD' SINGLE DOOR 1v MN+L WOOD 414"X0 twit itislritli! rMP(D#iob • AS SHOWN ON ULCVATIt?ti t.CDAOS • IS99 SCttt?,ilt 6 afteW FOR TYE'[CAt. AtlGidilltS n n /L-D H to $its. Ijii3l86Ft lit= AtQCtCD88Y ,'. ALAS5NN` > I.i#Ii76I N ltYP 4T YP # WAI SHIM BiflZ�lN6Cfl#TEO{#MPIIAI} c � � T tYs MM9 CnIOQD.EtI9ED CLI+Att ADHESIVE I. g VENT VMTH TYP, C 40 FRO lf 9OR"E9S 90111NO C OMPOtm MA CR a PAINT AGOENiAf 11 1- i 113Y DR c',HY 3 4.... ilEp t:QOD 81#CICS 21 Ito' SHIM H,,, ♦ m J 1iP.i y • d M l., 22 it, ; . ir; W pd 8tltk Ins" 3 3196m TAPCON C` � n�► 12 E3 B 1t3 19 i - iE3 YtD .17 W2 w d a d e'e t a � TYPICA1. A#I01649 TYPtCaE,.ANCifCTR,S > t tl6E tB14Eb E.bBB. 4 t112ti 1.437 iTP. ; L4M # -« .74FRAME HEAD mme JAMS ,788 -� .DIO ••-• L--.• 1979- Loss t -•••1.63E•'-^•"• tw» tdt3# j MED MTC, PLATE `1I / I 1 10 < CSIwf!'SECHEOUI.t3' � � ' �j� 1/G" MAIt. SELOW CSQII Num"R s Stlft3 siR ALtcttdasl / m V a Cin W D Ca . .6E1 " ltt75 t t4 fol F ! • t 94 t P.i18L'iDf es tLC! T , I +� >--.t"W ----I.-..r ^� > iR ♦ fit 601DIi G COM litli tj• •• WI r-AHN. 6EG0WG tOMPIItiNii2 x Ip t� 6D „ !3 ' a ` •t! 3" i $ t .°'% • e* ULA98-- t 400 atii:fl 1375" Cit A7.INCt .. l t f/ h • ;�'' •,� IS79t"i3LAlli r E1�'THIIT arm F tI+1.0P ' ^y.i, t• S" a. .�' er ' #� r WIN r� e ��,1 EXTERIOR PL8N VI N �'�tVANNEALOD GLA80 tag '►tx QR 2+>i# t R OUGK a �' ttiNit 9i 9f;ItTtI �. 3/190 @ TAPCON I IAA .f1tiFY RAIL 9 LG » d .i fSa k" Pitt►M f~iYANSI;S •� L� y^'� mIts#xEi1�� ml`I;3i1 NARY OpmsnE . J . d $ �• ♦ #tr~!?L=R9NCRs PT6M199012»$»97 i II1J7.I TK5r7 SIZZI 53.1/ir x 7t,,.11411 I4�V1�`lrC3� ITYP.1 R s 17I3 1 HFAVYtiUTY as a , W 31= PTEST LOAiDSt .9G;5J ,.994.E PSP +-s-f1AY- s ___ I1 fatt�Q ilAll , tea" IJAx� DESIGN LOADSi •53A. -6310 PSP FLAANSEPRAME WATOR MFII.TRA1'litN TESTS '9,S PSft �iI11iSl.E�i#I{1tQiNptli}fl41f a ( eC S I ED SLASSs .SGt ". It A - LI '" f • - .7 1"' MAXI JAMS SCREW SPACINM 15-•3tT.Er W-31f;" , #DA C3 08tC4TA 68 !` ` 0111L914 ! 1p 2E3 t Bt:CtilN#4 4t�OflNti • r , ' o •4 4- to as > » � 4 s t-7ta' MrN, 1lG"itAM _ -5HII4 ' , CI iD S.C�3.S. 6'I7dtEl:i?�# Nam' v �ii"�f�'C3MCCRNAO CR Lr . 3/tt"TAPCO S (8 6'° P#iDEtttr tORNBR$ 2 x ti'.YI ..`.- .....•..» ' WClQA Silt LL F RMEO AMI)4' if} R Cyr CO£Lt� 1t5 t, TWO WINDOW I)IS T11A IS 095101490 AND T99T90 TO COMPLY t11ITH T149 ALT. HEADER �c +���.. S'L TION �9 �.^r }0, AtOUI�HBMENTS OF .TH9199a DADE COUNTY J601T' ON V-11 ✓" SIOUTH- -w PLOMaA 9IUIL0ENts 1:ODt: ds F.O,C,I CIdAP7`SR s6jM AP'tliii 33J 14APTER.SS. 0Ss ANSI. (MASS UIMR TNIC sr Ca IC coNOl .1 4. �#ttDwa QN > i 'ORAWM A0101VE. 2. 1> Ott a > W OO'BUCHS SNAtt'00NSYA4RttS !NOTAY twAWSON INQJi ANa ANCHORN 90 THAT THE SIJILDING RBGC$TS: T!#t: $UPR iMPOSEO LOADS IN cow't111NC1 ACCORDANCE WITH 1404 IRG14BNTS CBI? ;1tt94:S.ts,OX. g 3, ANL'HDR OESCR %T! IN Y#if$ l;AYC)1tT'AtdB AS 0011 TEST UCIIT.OYHE CCINDITIOVS:T$ Of l?NOWit 114 56PARAiiLY. L, AIdt31OJt IM011tORS Nflx'I1C'SCRI9 0 IN THIS CRAW 0 ARC TO OR IE OINt MMO ua.Rl r�►Rt+lr:t€slS:sa�CAlraS teal �a C7PI A $ITS SPECIFIC HAgiSe ANCHORS PIM:AND ' ■N 3 pjf6•A#lHirALEd! GE AtIB•1ID RAID lA#WllW Ct;3MilMA111VE ANALYSIS CIfAR-C 13 It3Al wAD cAPAmy - Pap WtiCrl38� 111'DpD 'd'YtP�NStIlttlrlOCDtiHCIGEO 'TAPCCiNB tx{lftCiaCiOtlCiti WIDTH t#.iBHt tITY, tGF 1iD61>`iittl lBtttA7Nf: 4ITY. Of pO !i1 iiI1T1ViC _ �OF2190 Pts1DITIViE ltt3tiA:lkE on tea a�a aa�a eya �r,;,c ax,�t x4a>s ?6«tit '2$ ", ii9,3 1#s,3 Ir. IDi a�� i • aQL� t43,! t73N7 • •" i.I ."nq/l.l ,.a ,,,P CS1 iWM,".. M.,H••MI 53ri16 6y13 . ' 7414 " Sd,� p $2,9 tl3J 4a.>ti 1C+-till 6b,1 A49,$ 163.0 624 =63 76.ft2 ° a84/4 ISI 63.3 "nJ -0 .r 414@ ...., dal •411 � dk,l .., 1177` < `Qti 11! / ODIt� 9dt7 fr",►.II t7,9 - t tia,� `N6}.$ 7, 63.3 110 SF �,y NF.iIYIft1 ` ti?H1 C147- ,. �IIS bx.3 ' Sft.II t4.>tp S;,Y t M t 118.9 H J NN..HM alai . 12TA 6X,3 , 1110 NI,rl1..1 ird-1tlt 6I.11 116.T I. Sall 89f4 If I• N,. 6!,# . 1 `tT4 9 37 3a3 971A' say bys C11 &a `74 ,. t" q $3.116 PN.11"-.H 47.3 •, s11. J- M1IA f - •, - f1 ..>J ,k" SD:3 EetHlf *Z2 t91.1litl brfi , ""H.."11 3QLr4 •. a� 1 ""nH, (iki #'� tili,a 1 , "nl $A�4i2e 1i7.1k • • 147.9 a:a ..".H"In.•f vda+ to ♦ ,aHHNt 613 tH,n"H.., uto I. ,...., . ati S9fi 10349 a't,a 69 ] 0.1 9M 'Sz»9%3 at 4a,s . � loll H"Hru a 97 A ........ ........ ,, Sfi,a 833 axle t V11 Isla 20ts $3.3 t39.0 02 19BIS Ib+1/I .,,. . 'CrY III 43t3 H.1, tlit� < HrH"H,1 {7t d3.a !ail,x t4) 87 S 1.,.,, .. 129.4 7? a7.s iDi;.? ale,3 70 H t 'f3»t!A • 633 tl0.7 "n ,n.a. 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ST 191 y3,3 it s WMER TH4 SPtcoic CoNIl3T1aNS GROWN an Tt11S i�ATJOIt� 2.♦ 2I'WOMBUCKS SHALL Bt iN57AttHAttttllilYtAi>h30NKiOJattaAfs> p fr:1r0 its""' eti SaTH+UTYHSallitgitt¢sRiSISYSTH4S€/PdAtttPa9ttttF9ArJfltttact tAHCe tu�attaAartlt9+tslis,vaW-AIisM00. 1,11T1! p1't1UlR8HtlttTt; Oft T99t. &Je.L1.>;; AxsnatstPSA tAH4 3 , AttEIiOR OCU MSM IN 1711E t.AYOUT Apt AS PER TEST uNirY.. t1TNCit AMffl Ot#1lSiKit t 5 ft#tT O990 tSt lBSaP T t*NAW*tt ARE ToatElffltCsIRM tlKA SITC SPECIFIC OASIS. t'FOGti autif h 1t13 H8. WT OY LAWSO NO 31L'!tlN. VittD&D 01040 W ST 1S113tAN94POS M 23ILKS, tstf OWN AS SH5=00W attlawa A . t A* -Atilt. 't pg p + sf rill uoott imago NUMER OPANCK01161 *LASS r ! T1 fi. t �iOQF t€N$Rs CLEAR A0101Vt ° llit" 511" 4001114COliP011tl ps r� p�y�.a . . ® M+�J�-ti1}>t}ii dstV�t:Al��i� 44®.,t'4c tt A w such ,' TYp "a /tom" a ,apt aN FLANG E i2 . FOR § � ate Ii °;riwaRs1 '�X QR 2x =00 UOK STANDARD RAIL 'TEST UNIT 41 7 PERFORMANCE SUMMARY V\ 1 Ltam-11 t { fEPEREliCEsA TE57 SIBA 53.1r+1t" 3t E8" t!Q-.At#i. DEtHfM COMPOUND Y2 a ar THE$ LOAD&-SR10a, -4140 POP Ou 2 x tP.Ta' 1 rc tP.Ta ttB5G3it LOAM Lt33, -Lt 73 FtSta * WOOD au" L!A ,: n* GLAZM (j j j flack am WATER IWILTRATION T£STi 9,a P5v .37'1 k1A2tNR 09PTHttIiTCI `✓ a TaSTEQGLASM " # i w HAX. )AifB SCREW sWAGI1lDt IV ie 13" e 4 t a W1619 YA?LPN it lt�l�-9l�t�A�DT iiES15'I`AI�T t d �aie'AaAttttiANSti5 I�LAN_V1�11ii , L44 " t A a � ♦ e • Wtl1P.TJ 1/t" t•1Ats. t 11 SHIM � I3 3 &• ttA;t } FLI ETtftti itArt a 4 V0113OWCO /tPA1;AUM .A. ., AN7ACY818 CHART t�amavt AI SSION LOAD CAPACt3Y-MF I . t i f111saNS10NS 1mollts ii$w9 • i`AtTsrtlllS tit ! �,•/ tt£AaAtt} 5111a TdtQt9t tR�ttT MCI1aAttVtt uranTr/ $sty. sr r4xl m kCGA7tVt92 t 8w0Atfi c"OUNb t8 $ i O 3t Td.fJ2 ,� ix3in �' soli N •+«.«. At) N ia�a, . 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THIS WR tltl3>/ SYSUH 1S12t±SIONED AND 191T'EOt Ta COMPLY WITH THE 2i.St7 t 1011uMEllt OT'S Of TK 100� DAOX COUNTY' 0134V N Ott tilt: SOUTH . ^a « taatrt PUMA titAtDi€t0 t:BOE tSLF.B•Ca LHAP1itN+i.BltAtsY;!it 2s tLtiRfaTElt Jf:, - ' . s' , T A `f) TI #iE t r tut LVIt2l titNOE#! 3PECiFtL SfiOltN aft YtNa: HF- . 2, 3 % OA :! ie Wtltali BULKS St1ALi t!5 ptSTAtLRt1 tKaT i1Y tAtsTliOti Ilta.t f NR:tN PAAtHTtttiti iNOttAYti Ha, air AHD AtlCttpRCti Sit THAT Tiid 4itiRf3tNLi ftElttSTb YNE 5e?Ptitft9P05E tt LOAIJS xNistaAs Pis€ /ANa 1 tN AtttlRItANCR L'HT1t Ita3URt6MENT$ OF t$9L sit a rti 1: AWCI Oai at. M011R iN TWO LAYOUT Aft AS PERTEST UNIT. OTHER � ip4T texT to COMMONS tit 891e41t+iE41190 SISPARATBLY. t,. AW-004 CONOiTIOHS NOT 0154011390IN T#11S GRAWINd ARCTO Ili 0MIE040 (OH A 0119 MOM BASIS. , NA 7##R Tf t IWS O'N ( s) 698408660. "UMS AC DOOR a 120 MPH Ao CREATED 11/11/02 3 SEC. GUST 5U€3 CATEGORY FL # EXPIRATION DATE 5§RUGTURAL COMPONENT GONNEGTOR5 (MASONRY/GONGRETE) 51MP50N _ ~ STRUCTURAL COMPONENT HETA20 SIMF50N FL 474 10/05/2005 STRUCTURAL COMPONENT META12 51MP50N FL 474 10/03/2005� STRUCTURAL COMPONENT METAI6 SIMPSON FL 474 10/05/2005 STRUCTURAL GOMPONNENT 3WUGT5RAL COMPONENT META20 HTTI6 -- u SIMP50N 3M1"� 6 1�� FL 474 FL 505 10/05/2005 10/05/2005 STRUGTifRAL. COMPONENT HTT22 51MP50N FL 503 10/03/2005 STRUCTURAL COMPONENT LTTIG SIMPSON FL 474 1�°10 l2003 STRUCTURAL COMPONENT LTT2013 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LTT131 51MP50N FL 474 10/03/2005 51`RUGTURAL COMPONENT MTT28F3 151HPSON - FL 503 10/03/2005 STRUCTURAL COMPONENT HT5MIb Ali IF FBI FL 1425 12/30/20o5 STRUCTURAL COMPONENT HT5M20 51MP50N F*L 1425 12/30/2005 STRUCTURAL COMPONENT MT5MRb SIMPSON FL 1425 EZ/s01 QC� STRUCTURAL.. COMPONENT MT5M20 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT , TM^yT(1,140 51MP50N FL lgol 02A5/2006 STRUCTURAL COMPONENT HD2A . .. .5lf' tP5ON FL 503 !O/03/2005 STRUCTURAL COMPONENT ___ - HD5A v FL 505 10/03/20o5 STRUCTURAL COMPONENT H06A 51MPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HDbA SlMP5ON FL 50-3 €O/05/2005 STRUCTURAL COMPONENT HDIOA 51MP50N FL 503 10/03/2005 GTRU'GTURAL COMPONENT W,,)i4A SIMPSON FL 505 10/05/2005 STRUCTURAL COMPONENT HDI5 SiMP50N FL 505 10/03/2005 5TRUGTURAL COMPONENT H6T2 SIM1 ON FL 474 10/05/2005, STRUCTURAL COMPONENT H6175 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HOT4 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT L&T2 SIMPSON FL 1425 12130/2005 STRIl GTURAL GOMP Ot, ~ 17' M&T 51MP50N FL 1425 1215012-005 STRXTURAL COMPONENT HCA10 SIMPSON FL 1425 12/30/2005 STRUCTURAL COMPONENT H&AMIO SIMPSON FL 1423 12/50/2005 STRUCTURAL COMPONENT MSTAM24 SIMPSON FL Ig01 02/18/2006 STRUCTURAL COMPONENT 1`15TAM36 SIMPSON FL Igo! 02118/2006 STRUCTURAL COMPONENT HMq SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MAS SIMPSON FL 474 10/05/2005 S'tRUGTURAL COMPONENT ABU44 51MP5ON FL 474 10/03/2005 STRUCTURAL COMPONENT f4V2-5D53 5IW50N FL 503 10/03/2005 5TTRUGTURAl COMPONENT PH05-5D53 SIMP50N FL 505 10/03/2005 STRUCTURAL COMPONENT PHDb-5053 SIMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT PH DB 5053 5IMP5ON. FL 503 10/03/2005 STRUCTURAL COMPONENT I LTA€ 51MP50N I FL 1423 12/30/2005 PRODUCT GATECORY GONNEGTOR5 (WOOD) 51MP54N STRUCTURAL COMPONENT H2.5 51MP50N FL 4?4 10/03/2005 STRUCTURAL COMPONENT H5 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT F-f7 51VP50N FL 474 10/05/2005 5TRUCTURAL COMPONENT H10 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT 4410-2 51MP50N FL 474 10/05/2005 STRUCTURAL.,. 60HPONENT Hlb 51MP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT MT512 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT MT5€6 SIMPSON FL 474 10/03/2o05 STRUCTURAL_ COMPONENT MT520 511-IP50N FL 474 10103/2005 STRUGTURAL COMPONENT HTS16 5IMP50N FL 536 10/05/2-005 STRUGTLFZAL COMPONENT HTS20 51MP50N FL 555 10/O3/2005 5TRUG, URAL COMPONENT 5PI 51HP50N FL 414 10/05/2005 5TRUGTURAL COMPONENT SP2 5IMP50N FL 474 10/05/2005 5T7R UGTUFZAL COMPONENT 5P4 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P6 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 55P 511,'PSON FL 1425 12/30/2005 STRUCTURAL COMPONENT D5P 5€MPSON FL 1425 12/30/2005 STRUCTURAL COMPONENT A23 51MP50N FL 474 10/03/2005 5TRUC-URAL COMPONENT A35 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LTF4 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT LOT2 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MCT 51HP50N FL 1425 12/30/2005 STRUCTURAL GOMPONENT H6T2 SIMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HOTS 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HGT4 NMP50N FL 474 10/03/2005 5TRUGTURAL COMPONENT L5TA12 511-P50N FL Ig01 021012006 5TTRUGTURAL COMPONENT L5TA5 SIMPSON FL lgOi 02/1812006 5TRUGTURA_ COMPONENT LSTA16 SIMP50N FL 1g01 02/1812006 STRUCTURAL COMPONENT LSTA24 SIMPSON FL IgOI 021012006 5TRUGTURAL COMPONENT L5TA30 5IMP50N FL Ig01 0211&12006 STRUCTURAL COMPONENT LSTA3b SIMPSON FL Ig01 02/16/2006 5TiRUGTURAL COMPONENT LST1414 SIMPSON FL 474 10/03/2oO5 5TRUCTURAL COMPONENT M5TG28 SIMPSON FL 474 10/03/2005 5TTRUGTURAL COMPONENT M5TG40 51MPSON FL kg01 02/!b/2006 STRUCTURAL COMPONENT M5TG52 SIMPSON FL Mot 02/18/200b STR WGTURAL COMPONENT M5TC66 SIMPSON FL MOI 02/18/200b STRUCTURAL COMPONENT M5TG78 51MP50N FL Ig01 02/181200b PRODUCT CATEGORY HANGERS 5IMP50N STRUCTURAL COMPONENT H0526 51MP50N FL 474 lo/03/2005 5TRUCTURAL COMPONENT HU526-2 SIMP50N FL 4?4 10/03/2005 STRUCTURAL COMPONENT HU528 SIMP50N FL 474 10/05/2005 STRUCTURAL GOMPONENT HU528-2 51MP50N FL 4i4 10/03/2005 STRUCTURAL COMPONENT HU5210 51MPSON FL 474 10/03/2045 5TRVC,T URAL. COMPONENT HU300-2 5iMP5014 FL 474 10/03/2005 STRUGTURAL COMPONENT HOU526 5IMP50N FL 4-14 10/05/2005 STRUCTURAL COMPONENT HCU5.26-2 51MP50N FL 4774 10/03/2005 STRUCTURAL COMPONENT HGUS28 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H6U528-2 SIMP50N FL 4-74 10/03/2005 STRUCTURAL COMPONENT HOU5210-2 SIMPSON FL 474 10/05/2-005 STRUCTURAL COMPONENT HUSG26-2 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT HUSG26-2 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MSHA 51MP50N FL 535 10/07/2005 STRUGTUP.AL. COMPONENT ITT SIMPSON FL 474 10/0-5/2005 PRODUCT CATEGORY ANGHOR SY5TEM5 51MP50N STRUCTURAL COMPONENT k4EDGE ANCHOR5 51HP50N FL 402 10/01/2005 5TRUCTURAL COMPONENT 5LEEVE ANG44ORR5 51MP50N FL 402 10/01/2005 5TRUCTURAL COMPONENT DROP IN ANchfOR-!i 51MP50N 1=L 402 10/01/2005 STRUCTURAL COMPONENT THD TITEN HD SIMPSON FL 2304 04/06/2006 STRUGTI,RAL COMPONENT JTTN TITEN SCREW 51MpSON FL 2355 04/30/2006 PRODUCT GATLC70RY CHEMICAL TIES SIMP50N 5TRUCTURAL COMPONENT 5ET EPDXY 5IMP50N FL 402 10/0I/2005 STRUCTURAL COMPONENT ET EPDXY 51MP50N FL 4o2 10/01/2005 STRUCTURAL COMPONENT AT ACRYL16-TILE ADHE51VE 5IMP5ON FL 2304 04/Ob/2006 PRODUCT GATE&ORY SL93 GATECORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MA50W-WCONGRETE) U5P STRUCTURAL COMPONENT HTA20 HTA20-19> USP FL 821 io/31/2005 STRUCTURAL COMPONENT USp FL 85q 10/51/2005 STRUCTURAL COMPONENT HTTI6 U5p FL 621 10/31/2005 STRUCTURAL COMPONENT HTT22 U5P FL 62f 10/31/2005 5TRUGTURAL COMPONENT LT5H USP FL 622 10/31/2005 STRUCTURAL COMPONENT LT5208 Ugp FL 622 IO/31 /2005 STRUCTURAL COMPONENT MTS2-lB U5P FL 8>22 10/31/2005 STRUCTURAL COMPONENT TDX2 USP FL bkb 1Oi31/2005FL STRUCTURAL COMPONENT TDX20 U5P 8l6 10/31/2005 STRUCTURAL COMPONENT TDX5 U5P FL blFi 10/3E/2005 STRUCTURAL COMPONENT LU072 USP FL 817 10/31/2005 STRUCTURAL COMPONENT I -ROAMED UcJ.p FL biq 10/31/2005FL STRUCTURAL COMPONENT F=A3 USP 822 10/3!/2005 STRUCTURAL COMPONENT pAU44 U5p FL 621 10/31/2005 STRUGTURAL COMPONENT PAU66 U5P' FL 821 10/31/2005 STRUCTURAL COMPONENT PHD2 USP FL 24-T 10/51/2005 STRUCTURAL COMPONENT PH05 USP FL 8l7 10/31/2005 STRUCTURAL COMPONENT PHD6 U5P FL 81`T 10/31/2005 STRUCTURAL. COMPONENT PH05 U5P FL bl-7 1. 10/31/2005 PRODUCT CATEGORY CONNECTORS (HOOD) USP 5TRUCTURAL COMPONENT RTI7 U5P FL b46 €0/51/2005 5TRUGTURA-_ COMPONENT RT20 U5P FL 816 10/31/2005 STR.UGTUi26tL. COMPONENT RTI6 P FL blb 101,31/2005 STRUCTURAL COMPONENT RTI6-2 U5P FL b1b 10/31/2005 STRUCTURAL COMPONENT MTH12 USP FL 820 10/31/2005 STRUCTURAL COMPONENT MTWIb U5P FL b20 I0/31/2005 STRUCTURAL COMPONENT MTH18 USP FL b20 10/31/2005 5TRUCTURAL COMPONENT 14TWIb U5P FL 620 10/51/2005 STRUCTURAL COMPONENT HT K20 U5P FL 820 (0/51/2005 5TRUGTURAL COMPONENT 5PT22 USP FL 517 10/31/2005 5TRUGTURAL COMPONENT 5Pi24 USP FL 811 10/31/2005 STRUCTURAL COMPONENT 5PT4 USP FL 821 10/31/2005 STRUCTURAL COMPONENT 5PT6 U5P FL 62l l0/31 /2005 5TRUGTURIAL COMPONENT A-3 U5P FL 820 10/31/2005 STRUCTURAL COMPONENT A34 U5P FL blb l oa/2005 STRUCTURAL COMPONENT MP4F U5P FL 821 10/31/2005 STRUCTURAL COMPONENT L5TA12 U5P FL 816 10/31/2005 STRUCTURAL COMPONENT L5TA15 U5P FL &1& 10/51/2005 STRUCTURAL COMPONENT LSTA18 U5P FL 2>16 10/3l/2005 STRUCTURAL COMPONENT L5TA24 05P FL 8I6 10/31/2005 STRUCTURAL. G=�M1 ONi NT U5p FL bib 10/31/2005 STRUCTURAL- GOMPONENT TA36 U5P FL 816 ICY31/2005 STRUCTURAL COMPONENT LL5TA30 TC4o U5P FL 6l7 l0/31/2005 STRUCTURAL COMPONENT TG52 U5P FL bl7 10151/2005 STRUCTURAL COMPONENT M5TG66 U5P FL b17 10/31/2005 5TRUCTURAL COMPONENT M5TG78 USP FL Fill f0131/2005 5TRUGTURAL COMPONENT KGG44 JFL 822 10/34/2005 PRODUCT CATEGORY MASONRY HANC7E'RS USP STRUCTURAL COMPONENT NFM U5P JFL 5711 j €0/0q/2005 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONCRETE LINTEL CAST CRETE FL 158 Oq/18/2005 STRUCTURAL GOMPONEKT C,ONGRETE LINTEL LOTT'5 FL 1441 0301/2006 STRUCTURAL COMPONENT GONGRETE LINTEL WEIKIWA FL 141b 03/11/2000 STRUGTURAL COMPONENT CONCRETE LINTEL COMMERCIAL FL IT14 03/12/2006 STRUGi1J ,AL GOMPONENT GONCFRE`TE LINTEL MARION MA50NRY JFL 2155 03/2q/200b PRODUCT GATFOORY 5U8 CATE&ORY MANUFACTURER FL # FXMRATION DATE ROOFING A5PHALT 51,11NOLF5 OAF Materials Gor. FL 183 Oq/30/2005 ROOFING ASPHALT 5HINOLE5 CERTAIN TEED CORPORATION FL 250 Oq/24/2005 ROOFING ROOFING TILES MONIERL LIFE TIFF FL 560 11/04/2005 ROOFING C NT5-ADHE-5iVE5-GOATlNC75 TROPICAL A5PHALT PROD CORP FL 1465 01/0612006 ROOFING UNPERLAYMENT5 TAMKO F2OOFINC PRODUCTS, INC, FL 1T44 02AO12006 ROOFING CEMENT5-ADHE5€VE5-COATING5 TAMKO ROOFING PRODUCT5, INC, FL 14-fq 0110612006 ROOFING RoOF€NC7 FASTENERS DECK -ROOF 5ENG0 PRODUCTS FL 22-11 04/05/2006 STRUCTURAL COMPONENT ENOLERT, INC FL 2266 04/1312006 PRODUCT CATS vORY SUB GATE&ORY MANUFACTURER FL # EXPIRATION DATE 5TRUGTURAL COMPONENT ENC7INEERED LUMBER TRUS J015T FL 1630 02113/2006 STRUCTURAL COMPONENT EN!7iNEERED LUMBER 13015E ENCS. WOOD PROD. FL 1644 03/12/2006 STRUCTURAL COMPONENT E161NEEi2-D LUMBER 8015E ENO. WOOD PROD_ FL 1645 03/12/2006 PRODUCT CATEGORY SUS CATEGORY MANUFAGTURER FL # EXPIRATION DATE ROOF VENTILATOR-5 SOFFITS KAYCAN LTD FL IC165 04/05/200b ROOF" VENTILATORS SOFFITS KAYGAN LTD FL 1146 12/lq/2005 ROOF VENTILATORS SOFFITS CAMERON A5LHLI�-Y BUILDING FL 406 11/24/2005 OTHER MODIFIED BITUMEN CERTAIN TEEP GORP-ROOFING FL 4?g 10/02/2005 OTHER TYVEK HOUSE WRAP DUPONT I FL 2145 PENDING OTf-ER 16LASS BLOCK PITT'5BUR6H GORNING CORP JFL 250 Oq/24/2005 ODUGT CATEGORY 5U13 CATEGORY MANUFACTURER, FL # EXPIRATION DATE OOR5 HOOD ENTRANCE LAWN INS. FL 122q 12/05/2005 INDOW5 FIXED HINDOH5 LAHSON INS. FL 1230 12/05/2005 iwoHS ;FIXED WINDOW5 KkNGO i L 125 Oq/17/2005 INDOW5 FIXED HINDOW5 BETTER BILT FL 676 PENDING INDOWS FIXED WINDOWS FLA. EXTRUDERS (MILF5TONE) FL 44 Oq/02/2005 INDOH5 FIXED WINDOWS GENERAL ALUMIM\NUM FL 255 Oq/24/2005 IN70H5 FIXED WINDOWS G-ENFRAL ALUMIM\NUM FL 263 Oq/25/2005 INOOWS FIXED WINDOH5 GENERAL ALUMIM\NUM FL 16q`T 02/04/2006 kNDOH5 FIXED HINDOW5 51MONLON HRNDOH5 FL 178 Oq/11-T/2005 lNDOW5 SINGLE HUNG LAH50N IN5. FL 1225 12/05/2005 1wok,6 51NOI-E HUN6 KINGO FL 125 OcM-T/2005 lNDOH5 SINGLE HUNG BETTER t31LT FL 663 PENDfNO 3NDOW5 51N&LE HUNG FLA. EXTRUDERS (MILE5TONE) FL 42 Oq/02/2005 INDOH5 SINGLE BUNG 6ENE.RAL ALUMIM\NUM FL 254 Oq/24/2005 INDOW5 51N07LE HUN6 OFNERAL ALUMI"UM FL 161b 02/04/2006 1NOOH5 51N6LE HUNG SIMONLON WINDOWS FL 204 Oq/22/2005 INDOHS 51NGLE HUN6 ENERO"r 5AV€N65 PROD5. OF FL FL 1g50 03/12/2006 ENDOWS DOUELE HUNe ; NJOZ-10Y 5AVINC-5 FIRODS. OF i=L FL Ia53 03/12/2005 iWOH5 HORIZONTAL 5LIDER5 LAN50N IN5. FL 1226 12/05/2005 ,IilNrl>okqs HORIZONTAL SLIDERS 51MONLON WINDOWS FL 203 Oq/22/2005 INDOW5 HORIZONTAL 5LIDER5 KINGO FL 124 Oq/€1/2005 FNDOH5 HORIZONTAL SLIDERS BETTER BILT FL 670 PENDING INDOH5 HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE..) FL 43 Oq/02/2005 INDOH5 HORIZONTAL SLIDERS GENERAL ALUMI"UM FL 254 Oq/24/2005 (NPOH5 HORIZONTAL 5LVER5 GENERAL ALUMIM\NUM FL 16g8 02/04/2006 kNDOWS MULLIONS LAHSON IN5. FL 122E 12/05/2005 INDOWS MULLIONS KINGO FL C157 11/04/2005 INDOW5 MULLIONS FLA. EXTRUDERS (MILESTONE.,) FL q74 PENDING ENDOWS MULLIONS GENERAL ALUMIM\NUM FL 1252 12/03/2005 KTERIOR DOORS 51-IDINC7 LAH50N INS. FL 1225 12/05/2005 EXTERIOR DOORS 5L€TDINC7 KINGO FL 126 12/05/2005 EXTERIOR DOOR5 5LIDIN6 13ETTER 131LT (Mi HOME PROD) FL 561 12/50/2005 EXTERIOR DOORS SL€DINO FLA. EXTRUDERS, (MILI=5TONJ FL 45 Oq/02/2005 EXTERIOR DOOR5 5LIDING 6ENERAL ALUMIM\NUM FL 264 Og/25/2005 XTERIORR DOORS 5LIDINO SIMONLON HINDOH5 FL 1,54 Oq/22/2005 XTERIOR DOOR5 SLIDING THERMO-TRU CORP. FL 1170 11/20/2005 XTERIOR DOOR5 SWINGING LAW5014 IN5. FL 122q 12/05/2005 TERIORR DOORS 6ARAC-E DOORS CLOPAY BULIDIN6 PRODUCTS FL 542 12/12/2005 EXTERIOR DOOR5 OARA6E DOOR5 HAYNE DALTON DOOR5 FL 887 11/04/2005 EXTERIOR DOOR5 5HIN&INC7 -ELD-INN FL 4q8 10/34/2005 EXTERIOR DOORS 5KN61NO -IELD-WEN FL 53q 10/51/2005 EXTERIOR DOORS 5WINOIN6 PLA5TpRo ING./NANYA PLASTICS FL 1321 12/15/2005 EXTERIOR DOORS 15RNGIN& THERMO-TRU CORP. FL 1165 kl/21/2005 k 2 Ile S' �l y523