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HomeMy WebLinkAbout7829 Merchantville CirCity of Zephyrh l'Is Building Depc-jrtment Construc#ion .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 prottection 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. FOOTING 5CPEDULE � 0 i t-1K.41 SIZE REINFORCING DEPTH I,U/ (1) a 6' O.C_ EA WAY 12' DEEP 1=2 2'-6"x2'-&' Y LU/ (1) S 0 6' EA WAY I&" DEEP Sr—,4L.1 1/4` - 1'-0' ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES,ELECTRIC C®DEAN �r CODE, NATIONAL CITY OF ZEPHYRHILLS ORDINANCES REMEWED AN 162005 &4r a� es � f 4 cs - �- -1 1-H - �- - - - 4W Off, '"C"p'W S a I 38'-S- 101-OII 201-aII FILL CELL W/MASONRY MIX TO COVER PIPE. (APPROX. 3 COURraES) V-O SQ. NO VERT. REDAR IRE( WIRE A AfC AD 51 c�1 _3 _ ►I.t3. • • i • p i '"'' • f� ELEVATION t-) 0'-4' OL EL1vVATION AT 0'-0` (ASSUMED) j 3 1/2- MR (4- NOMINAL) ,� CONC, SLAB ON CsRADE / lt°1DICAIN �T EVERT. R1LL D 11-64 4" M 4' -4" W/ 6x6 W€AxW1.4 ME514 IN TOP SOLID W/ CONORETE. FER MESH CONE R 4- � VERT. REIN -SHALL ME HOOKED INTO SEAM ABOVE 4 f=TCs. MLaU • • RECESS FOR SAD' i • 8, OVER 6 MIL. VAPOR BARRIER PROVIDE 25MIN. LAP WI -ERR- -- — — --� -- -- ON CLEAN, WELL -COMPACTED, ,/� SPLICED 4 WIRE TOCsE'I'HER TERMITE TREATED, GRANULAR FILL- Slr'l. W/o 604psm sp1 0244ECTOR 4 v m` A1404OR , X-TNtLTI -CF NAILSAL 3/4` A is 12' Or— g �>a FROM COTROL - BOTTOM PLATE TO CONCRETE JOINT 4' 3- �o slMfmsoN sPi �i OTROL. 1 _ Ii]1L „ CONNECTOR t tW / ISLANp L ,r.�. J #-€ sus SOLTStt_rt � �� JOINT / SSG X-tom NAIL$ OR EQUAL. * 12' O.G STD PR0M i 2 -'S'8 DIArsONAI I t►�crTIOM PLATE TO COHc�TE — 3/4 AT ALL IWMOR — SLAB y lTlTl/TT/7T/TilTllTil7%Tl// /i v.' COT#ROL I11T11' ZL/I1/.aT�1 (TYPICAL)JOINT FJ&ATK)N PRGVII7E COPPER 8 x 16 fTCx (-)@'-3 U1' //"71T1 , , .r LIME FOR ICE MAKER UX (2) (U 45 Coe. yy «t — Tus x W.C. PAVERS / 2x6 ' 2x6 i i1 EEL EVATION a X a 16 S Mk ! CONC. LK. ` - -) ELEVATION C-) W-4° Sa X a BL ' u OTRU" �R AND , RooF 114jo3E$ ASOVF— a a I F1 SIMILAR FT— SIMILAR (I 5 SIMILAR 10'-I1-0 201 A 4 tl I JAscfts Fm &D. 7 s1 OPTIONAL 4'-0" GARAGE EXTEN61ON 2'-10' M.o, SCALE: 1/4' = F-0" �I -,. � :�IL. JI I LVI dd l.l __I id 11.III L;16.; ail Nt 1�kYJh7 -liL➢1 II I9111E1&b.l�1 �11�S�I Ikl;ali.�.l9 III.. : zi i I, I I 1 , �r ip a m �X� >ui -jK OW —24 FOUNDATION NOTES: 1. SEE SHEET SNi FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL 5E PERFORMED AND A COPY Or- THE SURVEY SHALL BE ON THE SITE FOR THE 5UILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL SE EXPOSED AND A STRING: STRECTCHEiD FROM MARKER To MARKER TO VERFY REQUIRED 5ET5ACK5.' ❑ 5AMUEL A. GREENBERG, P.E. *54245 El THUY H. HUYNH, P.E. 060122 u [WIN J. SENSON, PE. 104E-158 ❑ ALI AeeA5 HAKIM, P.E. S6"f86 TO M BEST OF TIE IIV WEM MW1.Iw GE 40 BELIEF, M MIU� Zk RAO AND MSCATIONS C01ILY UTH T4E 1LOREM BUIL04 CME, ACT 04 Ilbm FOR Do I• N, 3 SI "T, EXPf?&IFE V WND Wif (2001 EDITION) TINS DRAW: AND DE60I 16 VALID FOR 12 haO46 AFTER M DATE 16 SICK 40 M4M. 6610 AND 61=AM FOR Tip SM CPAX PM04 OF TI.4 6 DRAW66 OLY. 01 9 �+ a io AIt N OL 6� c h c� F � c to V ^ `1 ' r K z pp p� C yap46 x 9 4 ad aa� I� e z, F G a� a�aa @OI: DATE SCALE AS NOTF—D DRAWN BY tBRLL VAN(DE AUTOCAD FILE NAME 1771 ENGINEER OF RECORD ENGIINEERgN , �.we SHEET DESC'RIPiiON FOUNDATOON PLAN o> I w m v Y O co Cl. a 40 x _ h to co m m e 2x8STUD I {SEE DETAIL f FOR ADDITION, L._/ V x *8 C01'p�OSl1'E LMEL. RLLED V lU O► IN PRECAST LINTEL AND KO BUXK ABOVE. (2) 2x6 WOW NEAM W/ LAW PLYW= r-00I PLAV— �/ 0) 2x4 MIN. BUiL.T LIP JACK IRM • RA04 00, (UNDJ (2) 2xP WOOD MAVEIR WO iCJ' PLYWO10D FLITC14 PLATE. ! ICON LSTA96 * EA 00. : 1` )W f T UP WOW M UV (1) >3:` %oN i�F1' % $ DAW- (2) 2x (4) MIN IrU LT UP JACK POST W/ (U 88'1 I&M WIV N i"SASE (UNrDJ OW x V PRECAST LINTEL Wr V IDS FIL LM SOLID W/ 04MIT 4 (U 9 fEISAR (2) 242 REAM W/ (L) SI'iPSON Me" 3.VAZ • EACM PNR St P8CN M P-TA20 * MA80*W IMM (1) SI V&* MTM 0 FRAME INWA / s \ (2) 2xb NE'AVEIR iW Ln' PLYU10 D FLM;IwL 4 (U SIMI°AM LSTAO • L:A. EW PROV09 (2) 2x4 C0L.LI"N SPACER * EA. 50 OF bE40M LW SWOON META20 R iIABE (NOTALL HEADER ADOWS IPA *K" WALL- LEGEND O INDICATES FILLED CELL W/ (1) #5 VERT. INDICATES TOP OF MASONRY O a''-0' 1� Ol INDICATES SHEAR WALL INDICATES INTERIOR BEARING WALL i I FI I R00F S I CR OOR FF4-m 1 I f 1.. IS'Xi ' OF'EN FACE �--- DOUBLE SCM. PLATE AND BASEWARD LAUNDRY ROOM/ DRYER YENS' DETAIL WALL DF-T,4iL SCALE: N.T.S. e DIA. ANCHOR ,CERED 0 24' ETAIL P/S4 NFO) Sim W/ STUBS TO SUPPORT WEAVER t-1,45TER an W/ 1/2, Pl-ywo D SWEATI.4114 x AND W/O SImPSON Sri 001ANsarm' s W/ A AS 012TNiLtI ' X-CF NAILS OR EQUAL. 0 12' O.C. STAG *-FSR FR M BOTTOM PLATE To CoNCi."&-M - INTERIOR SWEAR WALL iQawrlcy , ^� _•^ l{TA s 12xt2x& 7oitrt H TOE f7i—� l0' AFP. FOR IIRTEiZ IRt�ER T1 a GARAGE CO CAieRiER WALL AND 20'-0'x18'_,4' OOF TES ABOVE. 9'-0' FLAT CLG. LINE OF SECOND FLOOR ABOVE " IN OPEN POSITION INiNOPEN POSITION -7 I �' W1ND 381'LF cc LI I TE ®' FLAT GLcv. J 6 iv iL 12°x12' TILE FL.00Rtwz Mir AN -0' (MINJ FURRING To Mc> fr7 1/4' (MAX.) 2xFi tt1ALL 4 64MILAR r�+�.srrrr m` V• II 0 a I � K g 1 � t Sm W INANITY .AncFiCATIONS FOR BANJO Toff' TOP $IZE 4 INSTALLATION ieQUflREMENTS I FLOOR PLAN NOTES: I. SEE SMELT 5N2 FOR COMPONENT $ CLADD ING DESiC-N PRESSURE TABLE, 2. SEE SWEET SDWi 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION_ 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL RO GH- INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMiNG INSPECTION (PER FBC 105.b) 4. *-DENOTES EGRESS WINDOW ❑ SAMUEL A. GxREENSERCx, i-.E. #34245 ❑ TWUY W. HLI-rNH, P.E. Or.,0122 ❑ IRWIN J. BENSON, P.E. 04S-155 ❑ ALi ABBAS WAKiM, P.E. �5tv�8G� TO TIC M6T OF T�E SaEER'S KNLSMsE AND B LB:, TIC STR ZTI�y}.iL F'LW AND ,AKCIFIGA'n0G GOP FLY OTH TIC n-MVA BULDIt x CODE, SECrM Vo0b FOR QO MPR 3 SI:OOND CAST, DMOSLWE S' ww ZCw Ow EDITION). IWS DR4ft AND DESM IS VALID IM iz MW6 AFTER TW (SATE #S 80F,D AND SE4M. SIGNED AND SEALED FOR TW STR1C111R4 PORTION OF Nis DRAWS ONLY. w �- fLQ� F ' - UU Z o �//` x 6 p Z `v� I IL OL Fv .I �l 3 s � E 0 Q ( l R cl A jih(�lj�JJ{ V a 5 @ t ® I... 1 �] 9 �p q � ® ER A I DATE T'w SCALE : a �S N-T-F-D DRAWN BY BULL VAN �a AUTOCAD FILE NAME F 1771 ENGINEER OF RECORD SHEET DESCRIPTION � { FLOOR PLAN 5 h H ppp< x 4 i SIMPSOI�i U24 HANGER W/ 106 NAILS_ (FILL EVERY HOLE) e EA. END OF 2'x &' HEADER ".. " ` 'BOTTOM PLATE b' FADER \--2XS NAILER W/6-106 NAILS INTO FLOOR TR *S OR 2' x 12' NAILER a GIRDER HEAD 5f=0 T 1=0WALL 740 E SCALE= NTS ATTACH TRUSS TOP CHOF TO WALL W/ 4-1&d NAILS EA. STUD 2x FRAME WALL p � FLOOR SYSTEM/JOINT 24" 0-C. MAX EXT. SHEATHINGS ATTACH TRUSS TOP CHOF TO WALL W/ 4-16ci NAILS a EA. STUD 2x FRAME WALL FLOOR 5YSTEM/JOINT 24" O.C. MAX 2x12 LEDGER W/ 6-IOd 0 EA. WOOD 1NTr=R5ECTION 4 106 a 4" O.C_ BOTTOM CHORD i/2" CiJX PLYWOOD OR '4e" O.S.B. j'SHEATHING W/ ad * 4" O/C BOUNDARIES, / 6t' O/C EOGSES, 4 12" O/C FIELD. (EXTEND SHEATHINGS TO BOTTOM OF 50TTOM PLATE) 2x4 BLOCKING W/ (2)-10d TOE NAILS NAILED SHEATHING W/ Sd o 4" O/C . EA_ END 4 a 4$' ANGLE THROUGHOUT WALL LENGTH (I) SMPSON L6TA18 0 E H STUD ATTACJ412 x S YP. 02 W/ (1) •i * 4" O.C. ST D TO FLOG JOIST WEB5 1/2" f IG1 4 STRENGTH OR Na" GYP — WB W/ 13i$" DRYWALL NAILS OR DRYWALL SCREWS 'I" O/C CEILING 4 5" O/C WALLS 2ND STO -Z'j WALL iSjT A 'IN fR SCALE- 1/2"=V-0' FLOOR LOADING TCLL 40 TCDL 10 DODL 5 TOTAL 55 PRE-ENCsINEEREO WOOD TRUSS 0 24" O/C MAX. E L 1 1 (p" P/C; #=DCs1=t�, 4 U" U/L; t-lZLL4 (EXTENp _444EATH .% TO BOTTOM OF 150TTOM PLATE) 2x4 BLOCKING W/ (2)-lOc,1 TOE NAILS NAILED "�� 4 aTi-�INC� W/ Sd a All O!G ° EA, END 4 is 45' ANGLE THROt, Gk:>UT WALL LI=WsTN Pf�E-ENGINEERI=D GIRDER TRUSS 1 53MPSON LTI �-ENGINEERED WOOD TRUSS a Q.C. 6 24" O/C MAX. �iVVf�li d r-Loom e)i e=TuwtAL corms �1 (3) 2x4 IBULT UP JACK I = V (I)81'NN06M 4� M * DAW_ mom R.CJOR'11 8010 PM. M. (NE 0/84) a (3) be GUILT UP JACK POST V (1) 8I"P$Orl L8TAW * BASE. >� (2) 2*4 MULT UP JACK POST IW (I) GRIDS W L8TASO * BAW- Q MIS(2) �b q�= � IW LAI- PL1I'WW RJITC14 MA -IL (ll 811"�'&M ,$ * V . 1ji22" Hjc--rhl 6TREWSTf4 OR fV5" Gyf= WB W/ 1-3/8" DRYWALL NAILS OR DRYWALL SCREWS 7 O/C C€ILINCs 4 8" O/C WALLS 2ND 5TOfR'� UJ LL STAf=f=Ne SCALE: 1 /2 " =1' -.O " _�i_/II 13i—011 2nd MOOR FRAhffNG PLAN SCALE: 1/4' = P -0' r-LOOR FRAMING NOTE5 O (1) SIMPSON 1-I5 (TYP) 1 F- 2-104 u- D011N %P5 =icy NOTE: S1-EATWE0 ALL EXTERIOR WALL AND SHEAR WALLS W/ 1/2' PLYWOOD OR EQUAL USM THE FOLLOWING NAILING PATTERN: -8d * 4" O.G. * BOUNDARIES -ad a (a' O.C. a EDGES -W 0 12' OZ. IN FIELD PROVIDE 2x4 SOLID BLOCKING 0 ALL PLYWOOD SEAMS. WALL trurirrrrrrrrrrrraiiirituINWAM I 4jI'—U' FLOOR PLAN NOTES_ I. SEE SHEET SN2 FOR COMPONENT 4 CLADDINGS DESIGN PRESSURE TABLE. 2, SEE SWEET SDWI 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MU5T SE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER F5C 105.o). 4. *-DENOTES EGRE55 WINDOW L I � I - - - - - - - - - - - - - -------------- I L _ OPTIONAL 4' - O' GARAGE EXTENSION SCALE: 1/4' = V-0' KNEESPACE SHEAR TENSION ,2 4* ROOF FRAMING MOTES: I_ SEE SHEET 551 FOR SWINGLE INFORMATION AND INSTALLATION INSTRUCTIONS ❑ SAMUEL A_ GREENBER.Gs, F'.E. 034245 ❑ THUY 14. HLIYNI-#, P.E. ")60122 ❑ IRWIN J. 15ENSON, P.E. 'r49-15a ❑ Au AeaAS HAKIM, P.E. *a�iSro Ir Atlft 1 3" CiSt E('• ; v Ir ZOW 00 MTIM. t DRAM 40 DE6W 15 VALID FOR 7 W46 +. '. DATE • AND SEALED. ,a• AND SEAM FOR RAL -M(% •: TAIS R •- s cNa r- g� `( `c OL 0% AU q a Sg� &mil c� U € V ed2 U � W L � 0- 9 S? P 5 f nn a Q Q DATE . SCALE AS NOTED DRAWN BY : BOLL, SIG NCE AUTOCAD FILE NAME 1771 ENGINEER OF RECORD DAN800 ENGIJNEERRNGo Paten SHEET DESCRIPTION : UPPER 1 FLOOR l PLAN r �£ L k I? s� s Y � Rli)CaE Yi:TlT RIC1CAE VENT 9'3t.IC.CQ RIDGE VENT 12 FMIl12 � I� 12 Q6 3NM!a1 E rLASNMfs ROOF ... INTERIOR ' VOLUME Z".NaLE OUTRIGGER CELNG (SEE DETAIL) PINicco um WHOM `1 .•.,LNE ($w DETAIL) Y GO FOR OPT. �% 1, 5Tuccc t —T /awwaLE �4 ' �' /r `'``12 FfAi15f-I tQ i ONLY---w-.e J 0 %f i w FL R�R 3ECC1dO FLOOR F G RG ``` g CMIJ. I 1 ZDE0ORATI%vE i'I R mcOF IYE FINISFI `r � C.MIIIle LANAI rM13N — �tCOR4Ti� c FMISN FLOOR 951 FINISH FLOOR DECORATIVE GRADE LINE �Ll1�L� �-�•� ������� FINISH GRADE � CsRAUE LINE III LEFTELEVATHON REAR ����Q� SCALE: 1/8' a 1'-0' SCALE: 1/8' = V-ID' SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 2"x4" CROSS BRACE AT RIDGE FASTENED - AT EACH JOINT W/ (2) 111 TOENAIL W/ (2) 16d NAILS P.T. SILL 2"x4" PANEL BLOCKING 0 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16--d TOENAILS 2"x4" "T" ON TOP OF PANEL BLOCKING, FASTEN W! 10dx3" ® 4" O/C 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED 7 WITH 8d COOLER NAILS OR 1 1 4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'--0" FROM END WALL 0 4" O/C TYPICAL 1/2.0 ANCHOR BOLT ® 48" O.0 / MINIMUM 6" FROM PLATE SPLICES W/ 3/111 PLATE WASHER - - SIMPSON H10 OR EQUAL 0 EA. OUTLOOKER N3 CLIP - 27x4" OUTLOOKER CAD 24' Q.C. INC�LE 2'x4' TOP P ATE END NAILED W C2) 6d lNTO STUDS i (2) 16d TOEMAILED INTO OUTLOOKER SIMF'SON SPl "L" BRACE TO EXTEND AT LEAST 90%d OF WEB LENGTH (SEE TABLE) 21x4' KNEE UJALL W/ STUDS w 24' O/C ANVI 2'x4' DI AL 0 MID-NEICsNT IU/ l2)) i6d MR CONNECTION /2' PLYWOOD OR OZ13. SHEATI-IWa 1/2" CDX-PLYWOOD OR 7/16" OSB SHEATHING ATTACH® WJ 10d NAILS 0 6" Q.C. EDGES AND 12' O.C. FIELD ft CKINI:sJOINT 10dx3"0 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE . * 24* O/C ' END NAILED W/ (2) 16d MOISTURE BARRIER —ALUMMUFt SOFFIT SIMPSON META20 OR EQUAL w 4'-0" O.C. TYPICAL CANTILEVERED G,45LE AND BRAGIN(a DE7AILra-a 4P 0UTRfGGF=R DETAIL KEYSTONE DETAIL �I I I ' I I I � � I � � � 1 J TYF. AT � SIDES I OUTRIrr,�rrs I ROOF PLAN ------- ------ aCALE: 1/8' - V-P' L — — — — — — TYF AT NIP IT T �M:16 u11 Im16fil�l Nil:Ydlll YI6eI I:6'tiaYiVi11 ,BV, il.i llll FI INTERIOR VOLUME GEILMCa RAISED KEYSTONE A— I >Ci�2.ItK uvc7 Q M OFIENNG FRf�N ELE� A'ICi�' SCALE: 1/4' = V-,a' C_ i ROOF `ENT SCHEDULE <=� verlfS with General Contractor all roof vent locations, quantitles, and sizes. Roof vents shall be installed For a minimum of vexlted area as listed below: Marls Location Off rld!ee vents or equal system (sq. 111.) Soffit vent. fI Ina RV 1 1st Level Roof 392 392 RV 2 Roo 9e 52 52 NOTE: ALL OVERT-IANGS Ais TO 5E 12' W/ T4-4E EXEPTION OF EYEBROWS LU 41CH ARE TO HAVE A fro' OVER44ANG W/ AN OVERI-IAWS OF 12' ON TIME GABLE ABOVE EYEBROWS. Ixh FASCIA W/ ORIP EDOGE TYPICAL At5Ep EYSTONB 8iUCc0 i--FMISFd BLIEVATHON V ❑ SAMUEL A. GPZENi33ER3P.E. 034245 FITl-lUY H. 14UYN44, P.E. %0122 0 IRWIN J, BENSON, P..E_ 04Si58 D ALI 4B5A5 444ih<IM, P.E. #5111 r ri1+"r r Ir i' .�0•. f'f/I riff', r • far r _ Qr • Tar +. ?r _. 3r 1'• '. _ -�_ .� spa i � w s ¢� _<1 1L� ' w� a— r x a 9 lu Z 1 w ®� a [h U K �01 d �a xrre;; WOZ a C! a 9 gzg I� DATE05-98-02 1 I SCALE : I AS NOTIED DRAWN BY BOLL O AUTO=�NAVE17 ENGINEEROF RECORD I DAN80® ENGINrEERIN a P.Au I SHEET DESCRIPTION x ,ELE A-rUON air ®W y RJOCaE VENT 12 b� S4WSLE ROOF // m L 11C/CAS �111CG%0 -.. SEC20 FLOOR L 9' IFIZEETURN D1;CCORAtIVEEl FMISFI — FINIS4-i FLOOR GRADE LINE ice' HT ELEVATHON SCALE= i/V = V-0' <._ ___> R-00F YENS` SCHEIDULE Verlfc with General contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below: Mark Lpryt}pn Off ridge vents or equal system (sq. in.) Soffit Pent (Sq. in.) RV 1 1st Level 392 392 Roof RV 2 Garage 52 52 WE pJDUE VENT 12 12 INTERIOR VOLUME F4NIS LINE FPT: IN(3OR O/H7 �, \ /� \ 7� 8i'llCC'.lT� SEWND FLOOR F.G. FIN19H i e a1 p1=c�rAtrvl" FMISFf REAR ELEVATHON �c �1Ei�xENGY EC-r�SS ONE 6A 51-I OF T4415 GROUT' MUST 5E EQUIPPED WITH EhtEFrJENGY EGRESS 4 4ARDWARE TO Ct"KY WITH GOVEWM FIME AND 5UILD(NG CODES F � a Tj I 12 � i i tFi I I I _ rr p, AT siz>55 L { -j 2'-b` � _ �nlut Wit} u�i I RV-2 SCALE: 1/6' = i'-O' i S QJ r 4V v m co Es 4 Imo. -- 1-7 -F- I I- IL__—...__— Tyr. AT 14IP NOTE: ALL 0VFR4.4ANC:5 ARE TO BE 12' UJ/ Ti-IE EXEPTION OF EYE5ROWS LL441C4ARE TO 44AVE A W OYERi-#ANC; Ill AN OVr=fPJ 4AW4 Ci= 12' ON T4.4E GASLE ABOVE EYEBROUJS. wow rm KEYSTONE DETAIL WiNii ROOF r7 I Ir.W i { 2At DtNCx - cI'tSL C7"IAI 5ETUW 'f2 PIER /0ECORATIIS A7 SU=5 LF LANAI Frill (Tyr) F/ LM....,�_ Fl FLOOR stnooTH FM. DECORATIVE QUIONS L SMOOTI4 FK GRADE LINT~ r>ECOF"TIVH QUIGNS LEFT"ELEVATHON SCALE= }/S' = I'-O' fi21DCrE 1rEN'r qi 12 Ix6 FASCIA ROOF W/ DRIP ED13a rn-ICAL K "TONE 12 NE KEYSTO 12 FINi$I<d7 STUCCO 1614 DECORATIVE FNIS14 SJJJC,C— �rNl�+j IM1CtERiOR b' 8.4Np VOLUME ./ S�NINCsLE b. aANA CEILING �,. � ROOF 24 LINE ' KL'Y6TONE STUCOO FMtSN7 � St•FllVCLE � r,/ T.O.M. (4) V SQUARE$ KEYSTONE r , wi 4' EWC>ING C.s3 (Tyr.) Z SMOOTH FM, SMOOTI-1 FIN (TYPICALT DECOR4IVEQlf#ONS FIN few TI GRAVE LINE oacOPATtve QUIONS CENTER DOOR (iYiPIGAL) IN OPENING SCALE: 1/4' = V-O' Z&V 0 5AMUEL A. SREENeERG, f'.E. #34245 �] T14UY P. HIJYN�4, P.E.'060122 IRWIN J. BENSON, fz.E. 04�3-156 D ALI 455AS I-}AKIM, `F.E. 056181-6 TO NE BEST OF TW #"'NC Ni MR'$ IWIIaXE AND 5alll:, TI EE $TRCT}IR,aI. FL" AND SPECFICATIM COMPLY WITW Tit FLMA SUILDIM CODE, 6ECTI04160b FoR to mpj4. 3 SECOND 614T, EXPOSI,iRE `€3' WNJ ZOW (2ml EDITION). iN15 MIM AND DE601$ VALID FOR 12 MONTf* AI+TER TIC DATE 1$ 60M 40 $EALM. $00 AND S1:AU D FOR TIE $TUTIRAL PORTION OF N1$ DR.4WNG ONLY. (P IP Q U p z� W� n ]£ Frp x d L tu 00 I �1 aye LzE x E `A �® N 9, o n sa lei sa C�i lea � tv:! Q J Q F 99 t� ® 9- r ° to C4rdl q:� (ageg q DATE 05-1-0 SCALE S NOTED ED DRAUVPoi BY BOLL VANCE AUTOCAD FILE NAME 177-D ENGINEER OF RECORD DANSCO ENGUNEERONG, Pew, SHEETDESCRIPTION: EEL>�II�VATRON WEW RiDGE VENTS 12 SWiNG1.E L STUCCO STUCCO (Q Lj FINIS4 ' FINiSH 3k1NCsl ; % �4 SE DpND FLOOR _ EpE-pF��TI 1 tl J FINISH, ► 7 FINISH FLOOR 2e eANDINGM SIDE S c'i t AT G!?ADE L\`\%// ((�) SIDEI>•E M(3= 19LIE ATV yO J� aCAL.E: 1/S' = 1°-0' SIMPSON H10 OR EQUAL TOENAIL W/ ( 2} 16d NAILS 0 EA. OUTLOOKER SEE STRUCTURAL NOTES AND NAILING 1MP5' W3 CLIP OUTLOOKER 0 24" O.G. SCHEDULE FOR SHEATHING DETAIL pp2"x4" W92)1j'XrO STUDS END 11 4 (2) irocl Tost4AILED INTO OUTLOOKER S1MP30N 5P1 TOP CORD BLOCKI G 0R FIRSTOF TRUSSES 0 EDGES F S 2"x4' CROSS BRACE1 "C BRACE TO EXTEND AT LEAST AT RIDGE FASTENi 9fl% OF WEB LENGTH (SEE TABLE) AT EACH JOINT W/ (2) 10dxr2'x4' 10,EE WALL W/ STUD',? s 24' O/C TRUSS 2'X4' DIACTONAL. SRAr-Wx a MID-i-II 1&4r W/ (2) 16d PER CONNECTION SILL PLYWOOD CND? O$.5. SHEATWINCs1/2" CDX PLYWOOD OR '7/16" OS13 SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. F.DGIES AND 12' O.C. FIELD 2ax4" PANEL BLOCKINGi 2NW CONT. 5LOCK1NCs FOR THE FIRST 8'-0" OF END WALL dU (2) 16d PER JOINT FROM EA. END TYP. BOTTOM CORD !� W9 ATTACHED W/ (2) 16-d TOENAILS 10dx3'0 3" 01C THROUGH CHORD INTO f)C P.T. PLATE f::�' I . , 2'x4' CANT. a 24' C/C +. 12) 16d VO ON TOP OF PANEL .tN T. 2'x4' END NAILED W/ (2) 16d BLOMNG, FASTEN 0 EA. ST= 10d)T 0 4' O/C BARRIER 5/8" OR 1/2" CEILING DENSEMOISTURE GYPSUM WALL BOARD FASTENED ALUMlN41M SOFFIT WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 S►MPSO®4'-ON N META2O OR EQUAL FOR FIRST 8'--0" FROM END WALL O.C. TYPICAL 0 4" O/C TYPICAL 1 /2'0 ANCHOR BOLT 0 48' O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2'0 PLATE WASHER CANTILEVERED Cx,45LE END BRACING DETAIL/A-A 2-PLY 2x BEAM Wl 1'2' PLYWOOD SPACER OR LVL BEAM (SEE PLANS) (1) 51MPSON CSi6 OR (1) SIMPSON MTSIS PRO SEAM TO COLUMN DBL. 2 X 4 P.T. POST ELEV. FOR FINISW A5RIC 4Tf=D SYNT{ ETIC SMIPSON ETA20 ;-OAM PILLED RC)tm COLUMN (°vEl` ELEV. 'F' FOR SIZE) CO LUMN PILASTER COLUMN nASE (4)49 VERTICAL .o WOOD TO MAWNRY 001.UMN MAV. "F" SCALE: 3/4=1'--O" 4) #5 VERTICAL NOTE: 8"x16" UNITS MAY BE o • . ' USED UNLESS WOOD COLUMN o. " IS FRAMING ON TOP OF COLUMN rf7M - ' 16"x16" MASONRY COLUMN FILLED W/ 2500psi CONC. TYFICAL MA50NRY COL. INIV RIL KBE VENT RICXaE VENTS 12 lz FLASHING MEMOIR Vows L gHW.LE EGISS `'� ♦ CEILING Ow '` ► LINE FOR / FOR DPI. FINISH ` %' 1+. ONLY- STUCCC\ 8lrCt')idD R.00Si F.G. F.G. i 1 crw. PIER DEOORAtIVE rx-W. FIN LANAI � L 1- • FiNiSH tLOOR — 5C,4LE. 1/6' - t°-0' 0UTS\1GGEfR IDETA I7_-. 8 * ;�.;'f'�NGY ECIRESS ONE Ur:44 OF THIS 60CUP MUST 13E E4UIf rEr) WIT" EMEfw-4--NGY E 115 ESS 44ARPI1A;e TO COMPLY WITO WVEI;NM FIRE AND BUILDING CODES NOTE% SET £SACK, WMOu18 6' er.�E UM 44 KEYSTONE DET41L ill 11, I ,l. —.. .. Molt Ul W KEYSTONE r lw ill 1p YYYY� � r..rlwwrrw�--rrrr. 6' SANDING L1i GRADE LINE �I�(!)�1rI� I-LI✓V1���"I�I(�) 5CALE: 1/4' = le-0' Q TYP. AT SIDES i 4 ---------- , I —�--- -- T— - ---�—_ TYP• AT HIP r,4-A 4F 12 OJMCI iER FINI r�BEEyE'� =�PETAiL) = t ..... I — l (Oil RJDGE VENT /Sww-,LE RODF� (SEE C.4NT. GAB END VPACiPYs 1r y 12 1Ix6 FASCIA \ IV DMP ECJC� LATEST DATE IN PROCESS REVISION DATE DESCRIPTION 1 09/24/03 1 a I� I. M/Il 00WN) NOTE: ALL OVERNe4NCx5 ARE TO t3EE 12, Ulf THE EXEPTION Of= EYE£3ROW5 WHIC1-4 ARE TO HAVE A ir,' 0VZP-J4AtqG W1 AN 0VEF?HAt4G OF 12' ON TH� rxA43LE AE30vE EYE15ROUJS. <==> ROOF VENT 5CNEDULE <==> Verlfy with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below: Mark Location Off ridge vents or Soffit Veit equal system (6q. in.) (sq_ inJ RV i 1Roof st Yel 31B2 392 RV 2 Garage 52 52 ❑ SAMUIEL A. aF4-=l^NSER3, f'.E. *34245 El T4-41LIY H. HUYNH, P.E. %0122 El IRWIN ,i. SENSON, P.E. *4,r✓' S 0,41-1 4B154S H,4KIM, f-'.1=_ *56-15& TO THE BEST OF THE D6WER'a 4CNOdi1=DGE AND BELIEF, Tl E STRICTIP,AL PLANS AND SPECIFiCATIft COMPLY WM4 TI-E FLORIDA BUILDiNCs CODE, SECTION 1608 FOR W MP.!"I. 3 SECOND aff, EXP05(ft '5` IfJIND ZEE 0.W EDiiM. NIS DRAM AND DESIGfI IS YALiD FOR a MMM AFMR T9E DATE 15 8I9M AND SEALED W-k D AND SEALED FOR Tl E STRUCTURAL PORTION GE TN16 VRAWihJCs ONLY. (P a41 s� t � LsL iC =X Lu LU �O i z C x n. vV � 4 II, � 1� �S CJ A n i' 0 � I oa RL A a ru a ELECTRICAL NETES ti THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. THE ,HALL. VERIFY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE 1fiPMNN THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES WITH EQUAL �PLCIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H,V,A,C, EQUIPMENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING —IN, TO PROVIDE POWER AND WIRING CONTROL LAYOUT, ANY DISCREPANCIES IN THE ACTUAL H,V.A.C, LOAD SHALL BE CORRECTED �EMPL PnUGHING—IN. ALL WORK SHALL BE DUNE 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-. �E COPPER WITH "TW' INSULATION FOR SIZE #10 AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE �THW° INSULATION ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE, ALL WORK SHALL BE COORDINATED WITH EITHER 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. ARC FAULT RECEPTACLE IN ALL BEDROOMS PER 1999 NEC, 51NGL.E PH,45E 200 AMP BizEAKER PANEL NEM,4 1 METER 30 Gfi:CUlT SOCKET 1 1/2" RIGfD NIPPLE UJ/ (2) *1 AND (1) *3 CU TNU1 CONpUCT01� $'4 GU TO ` COLWATERWATERPIPE � D�'.f�/EN Si' POWER COMP,4N1, PIPE GROUND ROD ELEGTf;Z G,4L F21SER ELECTRICAL LEGEND Q— 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 CEILING MOUNTED LIGHT FIXTURE <� ROUND RECESS LIGHT FIXTURE 0 CEILING MOUNTED SMOKE DECTECTOR 48" FLUIORESENT LIGHT STRIP (i 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 ,C,4L1EiF/Yp 11-0A i 9 I I I I I I { I {I I {E I F I I I I I I I I I ...,..,.,. - .- _...._....,. - ..,,...... - - _........ - - - - - - - - .,........ - ...,. - - `- I { I I L_---._._-----.._..._.._....._.-----_.._._......— — — — — — — � -------- --- — ------ -------- — ---- — 3'-v* sa. AIC Po6D PiSCONPL a � n 4 � d � z i � a z 7: II.ior- fu ui ®� lu a x jurr 1101p � 0 N 6:r 0 m a o o 0 O og US F< DATE 05-1 8-0 SCALE : AS N(OTED DRAWN BY : BALL. VAN(O[ AUTOCAD FILE NAME 1771 ENGMER OF RECORD DAN800 ENGINEERING P-R. SHEET DESCRIPTION : PLAN gC B 12 6 al a Taw JB=DHq(9 "5'15ECnGN3 SCALE: 1/4' 6'--4" U. MAX, ELE V AMN s A w- a 4D nnr, rINISHED WOOD SECURE 04 NEWEL POSTS TO WF W/ LAG SCREWS AS SHOWN. COUNTERSINK SCREWS AND COVER W/ WOOD PLUGS. AT FLOOR FINISH FLOOR RE -EN OOR TRUSSES " O.C. S" 2 X 4 INTERIOR BEARING WALL SECTION s csa p � -- C x 'i J "TAN"SUPPOF"T DETAL m'' -- m ft-F IN IT & `.15 42' HIGH W,4LL TOE' R4lL ki�tC PLYi1J00D FLoofRING Aj--, 2nd FLR. FF 9'--4" BEAM �" 2-2xi2 5TRINGER.6 \ 2-2xro LEDGER--G TAR DC TAL r� 2"xl2" TREADS OR (2) 2"x6"� 1" NOSING 3---2"xl2" STRINGERS 5,4MLIEL A. C # ;EENSEF , P.E. 03424t, ❑ isuiN J. £3EN5ON, P.E. 04975II TO T#E BEST OF T1`E ftlll�R6, WUM AND BELIEF, Tit ST12llCNRAL "S AND 5FECIFiCATIM MPLY tUTN TIE FLORIDA BI,IIj,M CODE, SECTION 1606 FOR DO MP.R3 SECOND 06T, U006 V WIND M (20011 D flON). TNIS DR4E}1{6 AND DE51% 16 VA111) FOR V MONTHS AFTER TNs DATE 15 6190 AAA SEALED, SIGNED AND SEALED FOR T1-E STRLICTMAL PORTION OF TWIS DRAM ONLY I i I is z, LLI 0� oL p�yyg} iJ.i w L 9 m IT o lu 4 J x0 9 n 2� tl �141 W n 'ig- v g R Q Q @�� �R �cag 08 Y h le DATE : �^ a 05 -18-02 SCALE AS NOTED D —a DRAWN BY: y BOLL VANS EE: '. AUTOCAD FILE NAME — 1771 s ENGINEER OF RECORD DANSOO SHEET DESCRY T ON BUOL Mfib]c SECTOONS toa I p 12 V 0 HEEL STUDDED ADD' l.__ 2 1/4' FOR PLYWOOD & RIBBONS TYPICAL,. MALL SECTION FOR HEELS NGT' S GREATER THEN 2' -0" ) 10 1120 TYPICAL WALL SECTION FLOOR FRAMING LEFT ELEVATION 51M�'S0N TRUSS T'r'PE JOINT LOCATION UPLIFT (LSS) CONNECTION QTY, CONN. CAPACITY FASTENERS** PER CONN. A3C LEFT 1023 H10 2 1-100 32-Sd X 0/2' RIGHT 1023 H10 2 1100 32-Sd X 11i2' NOTE: ALL OTHER TRU55 PRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY: SIMP50N H10 1=61R, FRAME: 4 HU526 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' T€MSER H10 1 650 Uo-Sd X 1'/2' HUNG HU526 1 128& 20-106 x 3' u5p TRUSS TYPE JOINT LOCATION T UPL5L'5'=) JCONNECTIONJ QTY.GAE'ACITY CONN_FASTENERS** PER CONK. NOTE- ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY: U51" HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES ON GIRDERS UNLE55 OTHERW16E NOTED. THESE TRU58 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 14-106 X 11/2 " TIMBER 3-IC10 1 10915 18-ad X 11/2 HUNG THD2,9, 1 1 1 1520 18-11rod x 31/2 * Double connectors to be placed diagonally to each other. ** Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss_ *** Mounted vertically tt _o N 0 0 l2L-011 5' -0" 551,81 I 5FAN ROOF IFRQMM` PLAN D, Eg IF 1 /4" = 1'-0„ r � Al LATEST DATE 0 l2L-011 5' -0" 551,81 I 5FAN ROOF IFRQMM` PLAN D, Eg IF 1 /4" = 1'-0„ r � Al LATEST DATE IN PROCESS REVISION DATE DESCRIPTION 09/24/03 03/27/03 DCO #22-8 2X4 STICK LUMBM 24" OAX .0 M IN LINE WrH JACKS 16d GUN NAU DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED> ROOF FRAMING NOTES: I. SEE SHEET 53.1 FOR SHNGLE INFORMATION AND INSTALLATION INSTRUCTIONS Q SAMUEL ,4. GREENBEWS, PE_ "3+4243 ❑ THUY H. Hii`I'N+-I, f-.E. *&0122 ❑ IRWIN J_ 13EN50N, PE. #_49"f5& D ALI AeeA5 WAKIM, 1= S. *5,9,186 TO THE BEST OF TIE EN KER°6 WAS)GE AND MLIE, TFE 6TR,iCi WL " St ECIFICATIft C01PLY UT4 114E kMA EI1€I.DMCx CODE, SECTION 1606 FOR DO M.PA 3 SECOND OT, E3Fc)NRE S' UM ZOW (2W EDITIOW. N16 DUN AND DE66416 YA JI) FOR 12 MM45 AFT T4E DATE 15 Slt *D 90 SEALED. S&ED AND SEALED FOR T€E STR rRFAl. POR 0 OF THIS DR41ft ONI.T. U 3 c 40 '8 I oa' Ul X 0 , cn �yI t t w Z JD V n V t x s 07 ®a C' m �V E Q08 l Q� 9 ® ��jj gj3 a d �B O O a gpA 9 DATE SCALE A N®TfF=D DRAWN BY AUTOCAD FILE NAME 1771 — ENGINEER OF RECORD Ei GUNEERING, Pvf . SHEET DESCRIPTION : 1 ELEVATIONS ,E,F ROOF FRAMING 1 PLAN 1y II Il C i,.l :i I 1 _ i ATTENTION! ,w M -r REFER TO HIB-91 Ti n MNen crane gar. TRUSS IS HELM IN E-1/4* FOR BLOCKING & PLY -WOOD BY OTHERS DETA , I_ AA 5Ir 11~'S0N TRUSS TYPE JOINT LOCATION UPLIFT (L55) CONNECTION QTY. CONN. CAPACITY FASTENERS** PER CONN, A3G LEFT 1023 PIP 2 1100 32-Sd X €1/2 u RIGHT 1ID23 H10 2 1-100 32 -5d X 11/2 " NOTE: ALL OTHER TRUSS BRCS. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR M,45ONRY: 5IMP5ON H10 FOR FRAME: 4 HU62ro FOR HUNCH TRU55E5 ON GIRDERS UNLE55 OTHERW15E NOTED. THESE TRU55 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY_ MASONRY META20 i 1500 4-10d X 1,/2 • TIMBER H10 1 850 €ro-ad X 11/2 HUNG HUS29, 1 1286 20-106 x 3' U5P TRUSS TYPE JOINT LOCATION UPLIFT (LBS) CONNECTION QTY. CONN. CAPACITY FA5TENERS** PER CONN NOTE: ALL OTHER TRU55 15RG. CONNECTIONS ,4RE U5P HTA20-15 OR EQUAL FOR MASONRY: USP HC10 FOR FRAME: 4 THD2(o FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRU55 UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-€S 1 €50ID 14-10d X 11/2' TIMBER HC10 1 1035 18-8d X 11/2 HUNG THD26 1 1520 18-16d x 31/2 * Double connectors to be placed diagonally to each other. ** Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. *** Mounted vertically 2 / _10// 10/ 10// 7 ____+_ 12 25/ e// 13/ 38/ 8// SCALE 3/16" =1' 0" TRUSS IS FOR BLOC BY OTHER 1-5-31 BRG, TOP @ BETA I L DD 12 OTHERS 7-5---14 ��5 fOP COV �X5tNL?N2 t) TO DMI ON for 0r wkU q MAPIING 50 , moll = L� � 'AMEN pLaN D9 Eq F 1 i N COY OT 5 ROOF FRAMINCs NOTES; 1, SEE SHEET S3.1 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS ❑ SAMUEL .4. GsR1rE:N8ER3, f-.1=_ 03424E , ❑ T4-1UY H. HUYNH, P.E_ %0122 ❑ IRWIN J. 5EN50N, P.E. *49iE,8 ❑ ,4L.I AE313AS 44KIM, P.E. w5go-Tinto TO NE BMT CF M ENCs aR'6 WAED(FE AND BEEF, Tl E STRUCtR& FLAMS AND 5FECRCATICKS COMPLY I TN M FLORIDA BUILDINrx C00E, 5ECTI04 VoM FOR 120 KF9 3 5Et; O GUR D(F� 15,11 Xae 12001 EDITION? 146 DRAiwIM4 AND DE66N 16 VALID FOR 2 "4 NS *IERR M DATE 16 600 AND S1=ALW. 6&W 40 SEALED FOR M STRIZIWAL PORTION OF T46 DRAM OPB..Y, L�xtjj AU_ C [A "•^•' f i � Zr u zC G G x B p m ru I s a 0 a a T9 ® pg Q o O ® o a DAIS SCALE AS NOTED DRAWN BY : BRLL, VANCL AUTOCAD FILE NAME 1771 ENGINEER OF RECORD IDANSOO ENGONEERING, P.A. SHEET DESCRIP-RON : ELEVATIONS ®,E,F LOWER F ANN PLAN 80)7 0 1 STRUGTUR AL NOTE5 I. 5PEG I F IGATI ONS 1. P . GONSTRUCT{ ��fi I. t. €• AGI 318-02 BUILDING CODE 9E6ZUIREMENT5 FOR STRUCTURAL CONCRETE AGi 530/ASGE 5/TM da2.Q� a :,! ` �Ci, I%ASGL' b/ M5 602-qq SPEGIFIGATIOKi rod j $A5C7 1 5iRUCFURE5. A6 TI' i :.; `(c y, G4T6--ql, AND CqO-q0 5PEGIFiGATiON5 FOR MA50NRY STRUCTURES I.J. 44 NATIONAL DI 5ION 5PEGIFiGATION5 (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYIN6 5UPPLEMENTS. I. 1. 5. FLORIDA BU€LDING GODF (F5C), 2001 Fr?ITION "MAN.U,�L E-. 5TtI: GON5TR1JGTCN, ALLOWABLE 5TRE-55 DE516N", BY THE AMA RIGAN INEITI` At:: 0�= S-ItEL CONSTRUCTION, (AISG) qTH EDITION. "DE516N SPECIFIGATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE (TPI) igci5 EDITION. 1.2. DESIGN 1. 2. 1. AGI 50-02 BUILDING GORE REQUIREMENT5 FOR STRUCTURAL CONCRETE I. 2. 2. AGI 530/ASGE 5/TM5 402-qq 4 AG€ 550, I/ASGE 6/TM5 602-qq SPECIFICATIONS FOR MA50NRY STRUCTURE. 1. 2. 3. ASTM G270-q , c., 7b4gt, fAK0 6&,C-qO 5PECIPIGATIONS POR MASONRY STRUCTURES 1. 2. 4. NATIONAL DESioW 5PEGiFiGATlON5 (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AC,GOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN 5PEGIFIGATION5 (APA) I. 2. O. FLORIDA BUILDING GODS (FBG), 2001 EDITION ! SHOP DRAA I NO 5 1.3. I. THERE SHALL NOT 5E ANY DEVIATION5 FROM THESE DE51C-7N PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINCa5 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ALL SHOP DRAWiN&S ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. ALL ROOF AND FLOOR TRU55 SHOP ARE TO BE 516NEP AND SEALED BY A FLA. RE6. PE. AND SHALL INCLUDE : DRAWINGS AND GALGULATION5, RFAGTIONS AND BEAIRIN6 POINTS, HRACING REQUIREMENT5, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS. 2. DESION LOADS 2. 1. DEAD LOADS ' 2. 1. I. UNIT WEI&HT OF SOIL, GOMPAGTED : 120 PCF 2. 1. 2. UNIT WEIGf-IT OF REINFORGED CONCRETE : 150 PGF 2. 1- 3. UNIT WEI&HT OF 8" G.M.U. BLOCK : 40 PSF 2. 1. 4. 15T FLOOR SUPERIMPOSED LOAD : 20 P5F 2. I. 5. UNIT WEIGHT OF 2x4 PARTITION WALL5 : It P5F 2. 1. 6. UNIT 1^11 T OF 2xb BEARING WALLS : 12 PSF 2. 1. 7. BALGONIE5 s DECKS : 15 PSF 2. 1. b. TILE ROOF TOP CHORD : 15 P5F BOTTOM CHORD 10 P5F 2. i. 11. 5HIN61-E ROOF- TOP CHORD : -7 P5F BOTTOM CHORD : t0 PSF 2. I. 10. FLOOR TRUSSES 15 2. 2. LIVE LOADS : 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD : 200 P5-- 2. 2. 2. CARA&F LOADS t 50 P5F 2. 2. 3. CORRIDORS AND BATHROOMS: 80 PSF 2.2.4. PARTITIONED ROOMS. 40 PSF 2.2.5. BALGONY AND DECKS : 40 P5F 2. 2.6. STAIRWAYS AND LANDIN65 : 40 P5F 2. 2. -T. ROOF: 20 PSF 2. 2. 8- FLOOR TRU55 TOT' GHORIJ MINIMUM : 40 PSF 2. 2. q- ROOF TRU55 TOP CHORD MINIMUM : 20 FSF 2. 5. RAILING LOADS : ALL RAILIKO AND GUARD RAIL SYSTEM`5 ARE TO BE DE5€6NED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.5. 2. ALL RAILINO AND GUARD RAIL SYSTEM'S ARE TO BE DI=5iCNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A 51MULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 5- GUARDRAIL SYSTEM 514ALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 5Q. 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 5TfRES5E5 IN THE MEMBER. COMPONENT5. 2. 4_ NINE) LOADS : 2. 4. 1. WIND DES16N TO BE CONDUCTED IN ACCORDANCE WITH SECT. 1606 OF THE Ft36, 2001 EDITION, AND CONDUCTED 5A5ED ON A 120 MPH, 3 SECOND OUST, EXPOSURE "B", IMPORTANCE FACTOR "I" = LO. ENCLOSED E3UIL.DIN6, 2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF 5HINGLE, 15 P5F TILE 2.5. DEFLEGPON5 : 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLEGTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. STRUCTURAL. NOTES . DIES 1 C-7N METHOD LOAF FAOTOR DESIGN 3. 1. 1. THE LOAD FACTOR PE51&N METHOD WAS USED TO DE510N CAST-tN-PLACE CONCRETE SLABS AND FOOTINC-�5 5. 2. 5ERV I GE LOAD DES I ON 3. 2, 1_ Ti-e 5ER\/iCB LOAD DESIGN METHOD WAS USED TO DE510N MASONRY WALL5 AND LINTE1-5 INTERIOR AND EXTERIOR WOOD FRAMING AND C ATHINC- STAIRS AND FLOOR FRAMINO ROOF FRAMING, SHEATHING AND UPLIFT ` LAD COMBINATIONS FOR LFRD DESIONS THE FOLLOWING LOAD GOMBINATONS WERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRU55E5 SHALL BE DE5IGNED TO RE5I5T THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATiNO SPAN LOADING ARE TO BE CONSIDERED. 3. 4 DESIGN ASSUMPTIONS ALL FOUNOATION5 ARE CENTERED UNDER SUPPORTED COLUMNS AND W4LL5 UNLESS SHOWN OTi}-RWISE IN THE DE-516N PLANS. -4. MATERIALS 4.1. RE I NEORG I NO STEEL : 4. 1. 1. ReNFORCiNO STEEL. SHALL BE ASTM A615-`14 GRADE 40, f"y = 40 K51 4. 1. 2. LAP SPLICE SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL pit-jENSION5 PERTAININO TO THE LOCATION OF REINFORGIN6 ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONCRETE. 4. i. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORCING MECHANICAL GOUPLERS ARE TO DEVELOP 125 % OF THE REWRED YIELD 5TREN&T14 OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. L 6. DE510N COVER REQUIREMENTS 6-1-P CONCRETE FORMED AGAINST EARTH : 3, 6-1--17 CONCRETE EXPOSED TO EXTERIOR : 2" C-I-P CONCRETE NOT EXPOSED : 1 1/2" GROUT FILLED MASONRY pRF 5TRE55S17 CONCRETE LINTELS (ADD. REBAR IN) 1 1/2" PRE GAST &ROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2" 4. 1. 7. WELDED HIRE FABRIC (WWF): ASTM A185-10a. 4. I. 8. DETAIL REINFORGEMENT IN ACCORDANCE WITH AGI 315-LATF-5T EDITION. 4. 2. GONGRETE : 4. 2. I. GONGRETE TYPE MIN. 2b DAY DESIGN (f`c) MODULES OF ELASTICITY DESIGN (E) G-i-P CONCRETE (NORMAL WEI67HT) 2,500 P51 2,850 Ksl G-I-P GROUT 2,500 Psi 2,850 K51 PRE CAST CONCRETE LINTEL5 3,000 Psi 5,122 Ksl rpP.iw STRE55ED CONCRETE LINTEL5 5,000 Psi 4,030 K5i 4.2.2. ClJNGRETE SHALL CON515T OF I" MAXIMUM A6C-REGATE CONCRETE Mix WITH SLUMP BETWEEN 6" AND I" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL GON515T OF PEA ROCK (3/8" MAXIMUM A66RECATE) CONCRETE. MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF GONGRETE FORMING, PLACEMENT AND GURtNo SHALL BE GONDUCiED IN AGGORDANGE WITH THE SPEGIFIGATION5 AS STATED. 4.2.6. EARTH SUPPORTED 5LA55 (EXGLUDINO EXTERIOR WALKWAY5 4 DRIVEWAY5) t 3 1/2" MiN. THCKNE55 W/ MIN. REINFOROEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWI= 0 MID -DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF A GONTRAGTORS DISCRETION. 4.2.1. CONCRETE PLACEMENT PRACTIOE5 5HALL.5E IN ACCORDANCE W/ A.L.. AGI- MCP iggq STANDARDS. 4. 5. CONCRETE MASONRY Fit t FD CELL5 W/ (1) #5 BAR SHALL 13E LOCATED ®8"-O" O.G. MAX, @ BOTH 511?E5 OF OPENING b'-O" WIDE OR MORE, ® THE .HIGfi SIDE OF ALL MASONRY WALL STE S, ,$ a ALL GHAN6C-5 IN DIRECTION OF THE MASONRY WAL.L5. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK 5HAL1._ BE A5TM Gq0-q0, TYPE 11 NON -MOISTURE CONTROLLED. 4.5.5. ALL CELLS 4 CAVITIE5 BELOW C-A ADE WILL BE FILLED W/ CONGRETE IN ALL s STEM WALL5. 4.3.4. THE AG-iREC-xATE 5TRENOTH OF THE BLOCK AND MORTAR SHALL. BF F'm = 1,500 P51 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE GONDUGTED IN ACCORDANCE WITH THE SPEGIFIGATION5 AS 5TATED. 4.3.6. MORTAR SHALL 13E TYPE "S' FOR ALL MA50NIRY GON5TRUGTION. 4. 3. 7. LINTELS 5U4'f LIED BY APPROVED MANUFAGTURERt 1) FECp/CAST-CIRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PREGAST 4) LOTT 5) MARION MASONRY b) WIEKWA STRUCTURAL NOTES 4. 4. 5TRU6TURAL LUMBER : 4. 4. 1.1. INTERIOR LOAD BEARINO WALL5 5.P,F., fb = 675 PSI, E = 1200 K5i ALL EXTERIOR FRAMING 5.P.F., fb = b75 PSI, E = 1200 Ksl 4. 4. 1.2. ALL FRAME WALLS TO BE 6ON5TRUCTED U51NO 5.P.F. , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHINC--� EXP I U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 5HEAR WALLS 5HALL BE APA RATED 5HEATHIN6 EXP I U.N.Q. 4.4.4. 1F 055 HOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVESIMILAR IMILAR OR C-�REATER SECTION PROPERTIES. 4- 4. 5_ ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD CGRADE PRESSURE TREATiN6. 4. 4. 6. WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWIN05 TO THE ENGINEER OF RECORD. 4. 4. -1. DE516N, FABRICATE AND ERECT WOOD TRUSSES IN AGGORDANGE WITH T44E "DE-SI&N SPECIFICATION FOR Li6HT METAL PLATE CONNECTED WOOD TRUSSES" BY THE AN51/TP1 I-Igg5, HIB-cll AND 65T--88. 4, 4. 8. UNTREATED WOOD SHALL NOT BE IN DIREGT CONTACT WiTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. q, ALL EXTERIOR FRAME WALLS SHALL HAVE 7/8" 5TUGCO FINISH PER ASTM G. q26. APPLY 3 LAYER5 W/ THICKNESS OF T/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" TNIGK. EACH, AND 3RD LAYER I/8" THICK, 4.5. FASTENERS AND TIE DONNS 1. 4. 5. I. FASTENERS AND TIE DOWNS SHALT CON515T OF BUT ARE NOT LIMITED TO SHAPES, ANOLE5, CHANNELS : ASTM A36-36M q4 Fy = 36 Ksi ROUND METAL PIPE t A5TM A53-14, &RAPE B Fy = 35 Ksi SQUARE METAL TUBIN0 : A5TM A500--q4, 6RADE B Fy = 46K51 HIGH 5TIREN&TH BOLTS : ASTM A325-q4 MACHINE BOLTS : GALVANIZED A5TM A307-614 4. 5. 2. SHEET METAL AGGE55ORIE5 SHALL CONFORM TO: Fut = 33KsiWITH CqO GALVANIZED GOATINf IN ACCORDANCE WITH A5TM 25-8-7. 4.5.3. NAILS SHALL GON515T OF: COMMON W€RE NAILS WiTH MINIMUM DIAMETER AS FOLLOWS. E5d = 0.113", 1Od = 0.128", 12d = 0.128", 16d = 0.135". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORR051VE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4. 5.5. ALL FASTENER5 AND TIE DOWN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. b. ALL FASTENER TIE DOWN5, BEAM HANrER5, ..1015T HANGER5, AND FLOOR TRU55 STRAPPING ARE TO 13E INSTALLED IN ACCORDANCE WITH THE. PLANS AND SPECIFICATIONS. 4.5. 7. CONCRETE EMBEDDF..D 'J' BOLTS U5ED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL 5ET OF THE GONGRETE, 5PAGING AND ALIGNMENT ARE TO 13E IN AGGORDANGE WITH THE DE510N PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLAN5. 4. ✓, 8, CONCRETE EMBEDDED TIE DOWN5 USED FOR TRU55 AND WALL UPLIFT ARE TO t3E PLACED AROUND EMBEDDED REINFORGINC7 PRIOR TO PLAGING GROUT. 4. 6. MIGR.O-LAM LUMBER.- 4. 6. 1. MICRO -LAM STRESS &RAPES, SHALL PROVIDE THE FOLLOWINC-� MINIMUM PROPERTE5: E = 2,000,000 PSI Fb = 2,cI50 Pal Ft = 1,850 P51 Fc = 500 Pal (PERPENDIGULAR) Fc = 2,100 (PARALLEL) Fv = 285 PSI 4. -7. STEEL: 4.1 1. INSTALLATION OF ALL STEEL. TO BE PERFORMED 13Y AN EXPERIENGED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.1.5.G. "SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINC55". 4. 7. 3. 5T'RUGTURAL STEEL: A5TM A36-36M q4. 4. Z. 4. 5TEEL TUBING: A5TM A500-q4, GRADE B. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM 51ZE FILLET WELDS 3/6", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO 13E SUBMITTED UPON REGUEST. 4. 7. 6. WHERE 5TEEL BEAMS, ARE CONTINUOUS OVER COLUMNS, PROVIDE NE13 STIFFENER PLATES ON EACH 51DE 01= THE WEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE OOLUMN. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. STRUCTURAL NOTES 4. 8. SOIL: 4. 8. 1. MINIMUM 501L BEARING PRESSURE GAPAGITY OF 2000 PSF, 4. D. 2. ALL SOIL 15 TO BE GLEAN 8 P015O D FOR .TERMITE5 PER FBG 2001 SECTIONS 104.2b, 104.23, 1403.1.6, 1503.4.4, 1816, 1116.7.5, 2303.I.4, 8 2304. TERMITE RROTEGT ON - PLANS MAST SPEGIFY TYPE OF TERMITE TREATMENT 0 Soil Ghemicol Borrier Method • Other treatment - Must specify proposed method and submit documentation, which 5ubstantlates the proposed method, is an approved termite protection 5y5tem or method. IF CHEMICAL 501L TERMITE TREATMENT IS USED 1. F5G 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. FBG 1503.4.4 - Condensate and roof downspouts shall discharge at least i`-O" away from the building side walls. 3. FBC 1505.4.4 - Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side Nall. 4. FBG 1403.1.6 -- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be- Less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wail. 5. FSG 1&1611 - Initial treatment shall be done after all excavation and backf ll is complete. 6. FBG 18I6.1.2 - 5oi1 disturbed after the initial treatment shall be retreated including spaces boxed or formed. -7. FBG 1816.15 - Boxed areas in concrete floors for 5ub5ecpent Installation of trop5, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the Initial treatment. 8, FBG 1816.1.4 -- Minimum b mil vapor retarder must be installed to protect against rainfall dilution, if rainfall occurs before vapor retarder placement, retreatment 15 required. q. FBG lSib.i.5 - Concrete overpour and mortar along the foundation perimeter must be, removed before exterior soil treatment. 10. FBG IS11616 - Solt treatment must be applied under all exterior concrete or grade, within 1'-0" of the structure 5idewalls. i1. FBG 18I6.1.6 - 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 181b.t.-T - All buildings are rec[uired to have pre -construction treatment. 15. FBG 18Ib.1.-T - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be 1s5ued. TFie certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment I5 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 includes all grade 5take5, tub trap boxes, forms, shoring or other cellulose containing material. 15, FBG 2500.1.4 - No wood, vegetation, stumps, cardboard, trash, etc., shall be burled within I5'-O" of any building or proposed building. 4. 8. 3. 501L 15 TO 13E COMPACTED TO c15% MODIFIED PROCTOR AS DEFINED i31' A5TM D 1557-qi ATTENTION: CHEMICAL CHANGES IN SSUF�E TSZEATED, WOODS AS OF DECEMeER BIST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WiLL NO LONGER 15E F RODUCED FOR RESIDENTIAL OR GENERAL CONSUMER uSE, SEVERAL NELIJ PRESSURE TREATED WOOD ALTERNATIVES HAVE SEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMiCALS THAT ARE CORROSIVE TO STEEL_ IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF SOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST COW06ION. FOR EXAMPLE, ACO-C, ACQ-D, CeA-A, OR CA-5 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM $ORATE (85X) DOES NOT. At REVISED 08-75-03 �0 CREATED 01-02-02 120 MPH 3 SEC. GUST ■ TWUY W. HUYNW, PE, 460122 EIALi A55,45 a. i , •A. ti tr - ♦ WST, E>q*0SIJ1M'5` WIND ZONE (2001 EDITION), DATE IT IS SIC44M AND SEALED. DRAUAW4 ONLY. -T T-- -. i - - i� MIFF I!TFTi f i w ai :I�IG� �i � C,i.. l: II:;II1 �.9 C �. i 1 1- Trl- 1 - CST UC.-TUR, :. L OTES SAFET'1' O LAZ I NO IN HAZAR OUS LOCATION'S (ICE: FE3G 2405.2,1) 2405.1 General. tndlvtdval glazed areas including glass mirrors in hazardous locations svch as those indicated in 24052 shall pass the test requirements of GP50 16-GFR, Port 1201 or by comparative test shall be proven to prodvice or least 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) shall comply with AN51 ZC17.1. 2. Approved plastic materials used as glazing in hazardous locations shall compiy with AN51 ZcN.I. 2405.2 Hazardous Locations 2405.2.1 The following shah be considered specific hazardous locations for the purpose of glazing: 1. G€azing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. Glazing In doors and wails of enclosures for hot tubs, whirlools, saunas, steam rooms, bothtvb5, showers other such far -Wares where such c1lazingg is located 36 inches 6114 mm) or less, measured horizontally, from a standing or walking surface within the enclosure and where the bottom edgqe of the exposed glazing Is less than 60 Inches (1524 mm), measured -vertically, above such standing or walking surface. 3. Gtozing in on individual fixed or operable panel od"ocent to a door where the nearest vertical edclo 15 within a 24-In(btO mm radius of the door in a closed pcur position and whose hoe bottom ed e 15 less than 60 inches (1524 mm) above the floor or walking surrace.. Exception: 1. &Iozinqq in walls perpendicular to the plane of the door In a closed position In Croup R3 or withiin dwelling units in G oup R2 shall be 5ubJect to 2405.21(4). 4 Glozin In an individual fixed or operablel�anel, other than those locations described in items 2 and 3 abode, that meets all of the following conditions: 4.1 Exposed cren 2 of on individual pane greater than c1 sq. ft. (OY 4.rn ) 4.2 Bottom edge leas than 15 inche5 (45-7 mm) above the floor. 4.3 Top edge greater than 36 Inches (414 mm) above the floor. 4.4 One or more walking surfaces within 36 inches (a14 mm) horizontally of the plane of the glazing. 5. Ail glazing in railings regardless of area or height above a walking surfaces including structure€ bolv5ter panels and non structural in - fills panels. 6. Glazing in wali5 and fences enclosing indoor and outdoor swimming pools and spas where the bottom exposed edge of the glazing 151 (1) less than 60 inches 0525 mm) above the walking surface on the pool side of the gglazing, and (2) the glazing 15 within 60 inches (1525 mm) horizontally of the water's edge of a swimming pool or spa. This shall oppiy to single glazing and all panes in multiple glazing. GOMFONENT �$ C L,4DP I NO DE51 ON PRESSURE (120 MPH, 3 5FG. &J5T, 2.1/12 TO 6.ci/12 PITCH, EXPOSURE 5, I"PORTANGE FA0T0R=1) (P5F) TRIBUiAi2Y AREA Root- WALL (Fl2) 10 14.a -50.1 25A 20 13.6 -45.4 24.1 -52.4 50 € I.a-31f.3 23.2 100 fO.5 -34.1 22.0 -26A €25 10.5 -34.7 213 --262 NOTE5: I FOR EI'FEGTIVE AREA5 OR WIND 5PEE05 BETWfFN TH05E GIVEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTH)=RWI5E U5E THE LOAD A55001ATED WITH THE L,3NER EFFEGTiVE AREA. 2 TABLE VALUES 5HALL SE ADJUSTED FOR HEi614T AND EXPOSURE BY MULTIFLYINe BY ADJUSTMENT GOEFFIGiENTS IN TABLE 160%2D OF THE FLOP-IDA BUILDING CODE 2001, 3 PLUS AND MINU5 5I&N5 516NiFY PRE;551,11R_E5 ACTING TOWARD AND AWAY FROM THE BUILDING 5URFA6E5_ PREGAST LINTEL_. SAFE C-:�)RAV IT'r LOAD TABLE LENOTH SAFE LOAD -- FOUNDS FER LINEAR FOOT UNFILLED FILLED 2'-10" (347) PRECAST 2302 6,861 3'-6" (42") PRECAST 2302 61039 4'-0" (48") PRECAST 2,029 4,657 4'--6" (54") PRECAST 1,624 3,662 5'-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'-O" (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'-0" (264") PRE STRESSED N.R. 570 24'-0" (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 J5 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.) N= 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 THE 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. ANCHOR PANEL 9 gga�. PANEL REINFORCING (EVERY OTHER COURSE) -ems 3/4' : EXPANSION BOLT(2 PER ANCHOR) 6' MIN. LAP SPLICE W/ REINFORCING jF!7 MIN PANEL P Si'LICE NOTEg SEE GLASS BLOCK INSTALLATION NOTES. GLA65 BLOCK ICI: TAIL * (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) ROOF DIAPHRAGM NAILING SCHEDULE RIDCF I INF + + -i + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . .I. + + + + + + + + + ...i + + + + + + + + cti + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6,-0- (TYP.) ++ + + » + + + ++ + + + + ++ + ++ + + + + ++ + + + + ++ ++ + + ++ + + + + + + + + + + + + + + + + +I + ++ ++ +++ ++ + + + ++ + ++ ++ + +++ I + + + + + + + ' + + ++++++ +++ + + +++++ + + + + 120 MPH 3.SECCIN[ `RIDGE LINE ,E "B" WIND ZONE I 120 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. .12005" LONG GUNNAIL 0 4" O.C. .113OX2" LONG GUNNAIL @ 3" O.C. .099OX2 1/4" LONG GUNNAIL @ 3" O.C. 8d COMMON NAILS @ 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 .12003" LONG GUNNAIL @ 4" O.C. EDGES & 8" O.C. INTERMEDIATE .1130X2" LONG GUNNAIL 0 3" O.C. EDGES (STAGGERED) & $" O.C. INTERMEDIATE NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. .099OX2 1/4" LONG GUNNAIL @ 3" O.C. 2) END JOINTS fW 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. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO 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. ❑ 5A1''°iUr=L A_ GREENBERG, F.E. 4245 ❑ T14UY H. HUYNH, P.E. %0122 ❑ IRWiN J. 15EN50N, F.E, 04Ti55 ❑ ALI A55A5 HAKiM, F.E, SIGs(, TO TI-IE BEST OF TWE ENCxiNEER'S KNOWLEDGE AND 5EL1EF, TI,-E STRUCTURAL PLANS AND SPECIFICATIONS CotIPLY WITW TIE FLORIDA BUILDINCs CODE, SECTION I(oora FOR 120 NPW 3 SECOND CST, EXPOSURE `B' WiND ZONE (2001 EeDiTION). THiS DRAWING AND DESIC-sN 15 VALID FOR 12 MONTW5 AFTER TIME DATE IT 16 SIGNED AND SEALED. 61CIIVED AND SEALED FOR TIE STRUCTURAL PORT ION oF T"16 DRAWING ONLY. "Lml-ob) AN 6 C C*D I 0 1k1 CREATED 01-02-02 1� SINE I P-0. I> OX 3400 - APOL.LO S - FLORIDA - 33512 2 MPH P " - (813)1645 01616 FAX - (513) 4�1lfr� ©CIiENT ON THIS PROJECT.THESE DRAWINGS T.ANY REPRODUCTION OR UUNAAUTHOROM USE iSS PRO€; WED. GNS ARE THE JOINT PROPERTY OF DANSCO ENGINEBING, A 2003 rhE AND � SEC. �usT x DE JOB NO, f=M - 502-7 T T -I :1 i-11- 12 PRE ENGINEERED WOOD TRUSS 0 24" O.C. U.N.O. INSULATION TYP.) VARIES BAFFLES HURRICANE ANCHOR Q EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" HIGH STRENGTH QOF COVERING CD GYP. 7/1 V CI .8. MIN. SEE ROOF BOARD OR '. FAILING SCHEDULE ON SHT. SN2 5/8" WALL � "'+ ELEV. VARIES BOARD W/ DRYWALL SCREWS % ALUMINUM DRIP EDGE 0 7" O.C. CEILING Al-.:UMINUM FASCIA & 8" O-C_ WALLS R30 MIN. BATT OR f = \ -2x4- SUB FASCIA BLOWN INSULATION -.. 1x2 P.T. HORIZON`T`A1_ N A!° pE'R __/ 12" U.N.O. 12" ALUMINUM VENTILATED SOFFIT STD. 90' HOOK 8"x8"X16" KNOCK -OUT BLOCK {SEE DETAIL) SOLID W/GROUT FILLED R4.2 MIN,.------"-;`` I1 INSULATION ON EXT.. BLOCK WALLS " C.M.U. TYPICAL 1 x2 PT WD FURRING @ 24" O.C. TYPE "S" MORTAR Z1 /2" GYPSUM ARCHITECTURAL FINISH WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILED, 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL 3 1/4" BASEBOARD 6x6 W1.4xW1.4 WWF r STD. 90' HOOK OR FIBERMESH � (SEE DETAIL) CONCRETE SLAB WITH BROOM MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES CONC. SLAB 6 MIL VAPOR BARRIER = z f.> (2) #5 REBAR CONT. MIN. cLL/� CLEAN POISONED AND COMP. ON 3" CHAIRS TYP. \ SOIL. (COMPACTED TO 95% MODIFIED U.N.Q. V-4n PROCTOR ASTM D1557) HUD CC1''IFL I ANT TYF I CAL WALL SECT I CN �•• NOT TO $C4LE NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMATION SIMPSON SP1 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1 /2"0x8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. W/ 2"0x3/16" PLATE WASHER (TYP.)' FROM END OF 2" x PLATE 6X6 W1.4XW1.4 WWF OR FIBERMESH 5 CO (2 } # CONT. / !\\\ \\\// \ /, �ji.! 1 / // /\ 8" \ \ \\� NOTE: ' l�SDEBOLT NIIy� �?MENaYBE USED IN LIEU OF ANCHOR BOLTS. T't''FICAL INTERIOR S�F,4RINC-i UJ 4LL SCALE: -'149=1'-0' Y SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 6X6 W1.4XW1.4 WWF OR FIBERMESH GRADE �(1) #5 CONT. MIN. T"TFICAL. THICKENED 6L,45 EIDC:zE SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ELEV. VARIES 1" x 2" FURRING 1" x 6" ROUGH SAWN CEDAR 2x4 SPRUCE SUB FASCIA In U.N.O. 12" ALUMINUM VENTILATED SOFFIT ALTERNATE FA5CIA SCALE: 3/4° = I' -0" CONTINUOUS TO FOOTER BELOW c3oo POOK C>E'T'AIL LOAD BEARING OR EXTERIOR WALL 1/2"0 ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER (1) SIMPSON SP1 TYP. �\ 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1 x4 P.T. BASE NAILS 11 {1) #5 VERT. IN FILL CELLS I II L--------- Ji _ r I tl It II it ---.JL — -- �-- -JL- = __----IL--- --- ' ------ �- ��---- �� -- - a tI If tl FIRST BLOCK TO BE 3 4" BASEBOARD j �, (SEE FDN. PLAN FOR LOCATION} i II I tl II II « II a It !t II SET IN MORTAR MIN. 2500 PSI � v -' 4"x4" INSPECTION PORT AT I t! L_ JL------ i--------- - A it If tf L ��! ____JL �------JL-= = -_---- _ --- - ii ------ -- ---- - == CONC. SLAB N CL /�- EACH FILLED CELL TYPICAL " >, „ I u 8 x4 x16 NOMINAL I u !I a !t it tt .� ii 3/8" MORTAR BETWEEN 6X6 W1.4XW1.4 WWF BLOCK WITH 3/8" t it ti II SLAB & BLOCK OR FIBERMESH Q HEADER BLOCK U.N.Q. �_=-_--_— - --- iL =-_ -------- JL_ ------ >�-�_ — __=_ MORTAR BETWEEN a II it mot- t COURSES t ft I II II a at Ii ! n It II I it n n i tl - - a ELEV. O'-O" GRADE _ ELEV. -0 -5 1/4 ------ 1L- A.F.F. ___ ft--------- d B' 4 A.F.F. c� \�/� I I \//\\//\\//\\//\ a ELEV. -0'-4 1 4" o 6 MIL VAPOR BARRIER Q` ��`C 2%6" RIPPED TO ACTUAL 4 1/4" WIDE/ a a a ; a ' : A.F.F. -.'OR 2"x4" WITH 3/4" FURRING 4 CLEAN POISONED AND COMP. �a q` .//�//j \\ \\% NOTES: r a Q-, L, a. e e as GARAGE DEPTH a, 4 '' SOIL. (95% MODIFIED PROCTOR //�//f, 1. FILL ALL CELLS BELOW GRADE WHEN e a a _ PER ASTM D1 557} WHEN STEM WALL IS LESS THAN 40" a ' A c VARIES d -0.a . ; 'Q MIN. CLR. STD. 90- HOOK ABOVE GRADE. 4• d (2) #5 REBAR CONT. " (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN 1-4 40" HIGH CONSULT ENGINEER. ON 3 CHAIR ALTERNATE 5TE1 IWALL FOOTING /A,4Y GARAGE SLAIN AT STEM' 5 SCALE: 3/4" = I' -0' S I SCALE; a/4° = I' -O' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 1 /2" MIN. PLYWOOD SHEATHING NAILED 20" MIN. LAP 2x S.P.F. STUDS @ 16" O.C. W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, . 6" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. 3 OR #4 REINFORCING BAR 8" G.M.U. (2) ROWS OF 2x BLOCKIN 2x STUDS @ 16" O/C 4 *4 LAB' SPLICE I I. 1"x P.T. STUD 0 THIRD POINTS R11 25" MIN. LAP #5 VERT. IN FILLED CELL 1/2"o x 8" 7 BOLT 0 244 O/C W/ 27OX 3/16" PLATE WASHER TYPICAL 7/8" STUCCO FINISH PER ASTM C. 926 li���:REINFOR�CING " " " " 1 /2 x 6 J BOLT NOTE: , H0 KWIK BOLT APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8' THICK AR 0 24" O.C. VERT. WILTI 81 MIN. EMBEDMENTIIMAY EACH. 3RD LAYER 1 8" THICK. / #5LAB�, �L ICE BE USED IN LIEU OF ANCHOR BOLTS. SIMPSON SP1 @ EA. STUD 36" MIN. LAP 2x P.T. PLATE 6x6 W1.4xW1.4 WWF OR FIBERMESH 2X P.T. PLATE I I REINFORCING BAR *6 L ,4f"' SPLICE s \/\\� \\• FINISH AIDE a.. \\/x\\\\ 6 MIL VAPOR BARRIER x/ //�\/// CLEAN POISONED AND COMP. - :• /� /% \j` SOIL_ (COMPACTED TO 95% MODIFIE PROCTOR ASTM D1557) n f n FRAME WALL TO aM.U, WALL CONNECTION D TrFiCAL. EXTERICR FRAME WALL. FOOTING SCALE: SEE A/S1 FOR MORE SLAB INFORMATION SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION TYPICAL C.M.U. BLOCK WALL GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. EST. GR AIDE _ El EVAnON 0'-0" F COP OF SLAB 00 FINI5H TEXTURE 5REAK H SCALE: N_T_S_ 51 #5 REINFORCING BAR --j R 1 7/8" *�) 6TE). sop �4001< RE5AIR DETAILS F SCALE- N.T-5. 5I P.T. 2x4 1 /2" GYP. BD. SOLE PLATE HOLD GYP. BD, 1 /2" FROM SLAB 2X STUDS 0 24" O.C. U.N.O. CONT. BEAD 1/2" GYPSUM WALLBOARD U.N.O. z SEALANT WJ DRYWALL SCREWS 0 8-O.C. OF ,, �c3 BLOCK WALL BEYOND a ¢ ; "'' Q INTERIOR GARAGE EXPANSION Jl?INT 4 �u- 4" � 1g CONT. BEAD -� ° a, �" U.N.O. SEALANT VARES n n H.D. RECESS HILTI X-CF NAILS ® 12" O.C. #5 CQNT. STAGGERED, CONCRETBE BOTTOM 6X6 6X6 W1.4XW1.4 WWF OR FIBERMESH 3 1 j2" MIN. CONCRETE SLAB 6X6 W1.401.4 WWF OR FIBERMESH ---------------- \H 3 MIN. CLEARANCE 6 MIL (2) #5 CONT. -4" VAPOR BARRIER g" 1,-4„ 8" 1' ON 3" CHAIRS (TYP.) (2) #5 STEEL (CONT..) , ON CHAIRS GARAGE DOOR 5LA5 RECE55 : INTERIOR WALL. 5L,45 STEF NON-5RG. � SCALE. N.T.5. S1 SEE A/S1 FOR MORE SLAB INFORMATION SCALE: SEE A/S1 FOR MORE SLAB INFORMATION 3/4" RECESS FOR S.G.D. 6X6 W1.4XW1.4 WWF OR FIBERMESH t C`t a 4" OFT I ON #I EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL THICKEN SLAB EDGE BETWEEN. 3/4" RECESS FOR S.G.D. DOOR FRAMES AS SHOWN 6X6 W1.4XW1.4 WWF OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O. tr o —4 —4 Z c — o- 00 6X6 W1.4XW1.4 WWF 2 5 CONT. 8 OR FIBERMESH " n IF } # (1) #5 CONT. n OFT ION 412 5L,45 STEP 4 RECE55 a 5 Cz.D. SCALE: �'i4"= P-ID" SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 6" MIN. GRAD FOOTING DEPTH SEE SCHEDULE PAD REINFORCEMENT (SEE SCHEDULE) MASONRY WALL AND PAD FOOTING EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. 3 1 j2" MIN. •��' FOOTING BEYOND 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE ATIO COLUMN FTG. DETAI 5C4LI=: 3'4N.T.5, 21 0 SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" Q.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) S.P.F. DOUBLE TOP PLATE' ' \--TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR TOE NAILS Q EACH END 1/2" CDX PLYWOOD OR 7/16" 2"x S.P.F. (OR EQUAL) STUDS @ 16' O.C. U,N.Q, O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICATED ON THE PLAN, WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ATTACH SHEATHING W/ 8d COMMON NAILS 0 4" O.C. ® d PTS FOR WALL HGT. > 8'_6"_ BOUNDARIES, 6" O.C. 0 EDGES, 19 AND @ 12" O.C. @ FIELD SIMPSON SP1 CONNECTOR Ox8" ANCHOR BOLT 0 24" O.G. 2x P.T. BOTTOM PLATE W/ 2"Ox3/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF 4" MIN. OR FIBERMESH --- //\\�j 31j2"-4" 00- Owl-� 3 1/2"- 4". - A\\ j MIN. MIN. (2) #5 CON . 4" V-4" 8" U-N.O. MIN. T'rFICAL_ 5EARINe WALL o-) STEMrc�_;� NOTE; SIMPSON HETA20 0 EACH STUD WITH 16-10d X 1-1/2" MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1 /2"0 KWIK BOLT II EXTENDS UP STUD. Wf 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR SIMPSON SPVS ARE NOT BOLTS. REQUIRED W/ THIS ALT. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO S.P.F. DOUBLE TOP PLATE-' '--TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END 2"x S.P.F. (OR EQUAL) STUDS @ 16" Q.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR 19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING C 3rd PTS FOR WAIL HGT. > 8'-6" 1/2"4x8" ANCHOR BOLT @ 24" O.C. SIMPSON SP1 CONNECTOR-,,W/ 2"ox3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE—", LATE OR 6X6 WWF �4" MIN. 0 3 1 /2"-4" 1/2--4 ° ® /� MIN. MiN. \\ \\ \\ (2) #5 CON 4" " n U.N.O. MIN. ALTERNATE T'T-FICAL SEARING WALL 'a 5TEI =' W/C 5�4EAfR UJ,4LL CC NOTE: SCALE: '/4' =1' -0" SIMPSON HETA20 0 EACH STUD WITH 16-10d X 1-1/2- MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1 /2" 0 KWIK BOLT 11 EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR REQUIRED W THIS ALT. BOLTS. ❑ SAMUEL A. GREENBEFG, F.E. *3424r ❑ TPUY P. PUYNP, 1"•'.E. %0122 IRUJIN J. 5ENS©N, F.E. **B1rpa ❑ AL I A55A6 PAKIM, 1=.E. 05(oi&o TO THE BEST OF Ti4E ENGINEER'S KNOULEDGE ,AND LEI -, TES STTZ-CTURAL PLANS AND 5F'ECIFICATION5 COMF',L°Y WITH THE FLORIDA MIL.DING CODE, SECTION Ir 0& FOR 120 MPH 3 SECC GUST, EA=05URI` 'B' WIND ZONE (2001 EDITION). THIS DRAU11NCx ,AND DESIGN 16 VALID F;oR 12 MoNT�4B ,pTER T�1 DATE IT IS SIGNED AND 5EALED_ ACREATED 01-02-02 SIC-sNED AND SEALED FOR THE STRUGTUP-4L P'0%TION OF TH15 DR,AWIWzs ONLY. __T III � � � _ I '_ I L�� _F P. ' i II 1I I . '_ 1 li! I1; Lj � KNO K-OUT BLOCK NOTCH LINTEL WHERE REQUIRED 36- IRDER TRUSS Wi �1) #5 1 FOR CONCRETE PLACEMENT !2 RE -ENGINEERED WOOD TRUSSES 0 24" O/C -- -- mgw STD, 90' HOOK 2x BUILT-UP COLiJ FILL CELL BOND BEAM CONT #5 BAR o 18-16d NAILS 00 CONT. # 5/8"Ox8' V BOLT 0K BAR _ 5/8"0 HLTT KWK BO, i h STD. 90• ;.' W MIN. 8" EMBEDS EN HOOK IS a e I f I I = cT ION PSON MTS12 @ EA. CORNER " "BLOCKING SCALE= N.T_5. CJ2 �3UILT-LI'`' COL.UMN DATA{L. R SCALE:/ I' m OUBLE 2x4 �1 FILL LINTEL AND ALL CELLS ABOVE LINTEL CO SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 0 Ff#GFIESTOBO4DO0EA�ION J2 ASI BE£TNAT EDREINFORCEMY ENT G OPENINGS LESS THAN OR EQUAL TO 6'-C 51MP 60N STRONG 2X4 PT STUDS @ 16` O.C. OR (1)2X4PT STUD =_ 24' O.C. UNDER COMMON TRUSS 1N WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE H,- TIro PT MDS UNDER HIP CARTER/GIRD R/TRU)SS x4 REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. FOND 3 AM STEP D ETA I L ROOF `TRUSS :f AN ABOVE 9)24S"MOTCNSTATGAGERED (TYP.) "�`' TYPICAL I=ILLE � 5G,4LE: N_T.5- �2 MAIN SPAN ROOF TRUSS SIMPSON HUSC48 CONCEALED FLANGE c 2X4 BLOCKING SCALIE: N_T.5_ � `-UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 10d INTO BEAM & SEE FLOOR PLAN NOTES LINTEL A55EI.- SIMPSON META2�I EA aria ---/ (6 3/16- X 1 3 4" TAPCONS FOR REQUIRED CONNECTION MOISTURE BARRIER ) / / 10d NAILS @ 6" 8"X8"X16" K.Q. BLOCK W/ 1 #5 CONT AND FILLED W/ 2500 PS GROUT 1 #5 VERT. IN CONC. FILLED 0ELL _. W/ STD. 9G' HOOK IN K,O: BLOCK KNEEWALL AI= O\/r= MA6ONR'I' WALL DETAILrE 5c,4LE: N_T.S. S2 f 'VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WAIL PLIFT CONNECTOR (SEE SCHEDULE) PREFAB CHIMNEY CAP SIMPSON ( -YP.) SEE £LEV. �aue " " S, ;,-, FLASHING HTT16 TYP. J e PLA SIMPSON H5 AT ( EACH JOINT TYP, 2'x4" BLOCKING SEE MANUF. ATTACH BLOCKING �IMPSON MTS12 +� £A. CORNER 7/8" STUCCO FINISH PER ASTM C. 926 " — SPECS. FOR MINIMUM DISTANCE) TO TRUSSES A34 ANGLE TYPICALPSON SLOPE RE -ENGINEERED APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 OVER METAL LATH. FIRST 2 LAYERS 3/8" EXTERIOR FINISH woaD TRuss�s THICK EACH- 3RD i yj 1 ; �2X TOP PLATE �Z PREFAB CHIMNEY / ,PREFAB CHIMNEY ASSEMBLY 5/8" 0 THRU CRICKET AS REQUIRED �* Q — _BLOCKING @ MID POINT WHEN CKET f _ �� .z CHIMNEY EXCEEDS 6 O" IN HEIGHT F — �r BOLT 'k: -' GALV. METAL FLAW 1 /2" SHEATHING OR O.S.B. \ I 2"x4" STUDS @ 16" O.C. MAx. SIMPSON SP2 @ EA. STUB? " LO O.C. MAX. /J ,� 2"x4" BLOCKING TYP. kGA1V. MTL. FLASHING SIMPSON HTT16 X �'O'O �/CRICKET TYP. FASTENEDRTO TRU�ESSWI H 8d COMMONRUS5 TOP CHORD WIRE NAILS @ 4" 0/0 BOUNDARIES T'I'i�lG�4L GI-IIM'I' DETAILS Ti'�'IGAL I-ITT1>'o TO 6" O/C EDGES & $" O/C FIELD ., u u j • f • -CONT. .. GREATER .. OPENING i .TICALZ111111111 SEE FDi PLAN FOR LOCATION . il[STD. _. Mal i11 Milli SC,4LE: 2-ROWS 16d NAILS STAGGERED 0N.T.S. O.C. STAGGERED z 16" O/C EACH FACE OR 3-a A 16d NAILS STAGGERED 16 O C TRANSOM -- SIMPSON DTC @ 16d NAILS 0 FOR 2"x10" OR GREATER HEAD o o FRAMING EA. BLOCKING 16" o/c TYP.BEYO�SIMPSON STC W/ TRUSS BOTTOM CHORD OR " -�~ EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5/8 88" 7 5/$ 7 50. /8 8 PLYWOOD 2X8 WALL TOE NAILS 0 EACH END (24" Q.G. MAX) o ABOVE ENTRY q — _ SHEATHING (1) 2"x4" CRIPPLE FOR f DOUBLE HEADER W/ 1/2" ❑ �❑ K.O. BLOCK OPENINGS 6'-0" OR y t W/(1} #5 CONT, LESS &22" X 4"2 FLITCH PLATE U.N.O. SOLID AREAS SWD AREAS B & FILLED CRIPPLE0"OR GREATER 1/4 MIN. SPACE ❑ GARE ROUSTEEL AND ❑ ❑ GROUTARE STEEL AND 2x TOP PLATE ANCHOR BOLT la&IJANp �3 ��K�INTERIOR WAL59, PLYWOOD FASENEDNO OTE: 2-16d NAILS SAW CUT TO 10 1/2" SAW CUT TO 10 1/2 FULL 8x8x16 BLOC; HEADER w (2) 16d 16" o% 24 O.C. OR EQUAL TO TRUSS MASONRY SHEATHING UNLESS N�TEb OTHERWISE BOTTOM CHORD OR BLOCKING WALL BELOW --ANCHOR BOLTS 0 24" ASONRY WALL CAN BE USED IN LIEU OF SIMPSON CL- , fl DOOR OPENING- -- -DOOR OPENING - - .S -DOOR OPENING—( O.C. MAX. (MIN. (2) �2"x4" STUDS TYP. STC STRAP PER BOTTOM PLATE) c 2x STUD 0 24" O.C. MAX. FILL THIS CAVITY WITH ® F#LL THIS CAVITY WITH , r#LL THIS CAVITY �' In SIMPSON HUSC48 UPLIFT CAP - 1302 Ibs) EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED GRAVITY CAP = 1262 ibs) SEE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO ❑ FLOOR GRADE TO FLOOR GRADE TO (J CONNECTIONS EQUAL @ 12" O.C. STAGGERED ❑ LINTEL ABOVE, LINTEL ABOVE. ❑ UNTEL ABOVE. 3/4" FURRING STRIPS SIMPSON SIMPSON SIMPSON FROM BOT. PLATE TO CONCRETE ❑ ❑ ❑ STANDARD 3" DIA. TEE L fNTEL5 AT ENTRY A35— oo A35 SP2 opFooR P.T. BOT. PLATE 2x P.T. T'LA X6 W1.4XW1.4 WWF THREADED 3" DIA. EXTENSION DOOR U�/TR, NUJ®1"I 2X4 TOP * UPLIFT CONNECTIONSN�N� OR ABERMESH 1ST COARSE 2ND COARSE 3RD COARSE 1/2' GYPSUM BOARD DD W/ DRYWALL SCREWS oo NOT TO �aGALE REQUIRED AT LOAD �'� PATE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE F09ORff**F1=iLUAP 3" DIA. �� \ OVERLAPPING BEARING WALLS - - - } IR 8" O.C. OR 4d Q- - -. -a< COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL I5 TO BE DRYWALL NAILS ��� � LOAD BEARING/EXTERIOR WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. DOOR JAMB �'� NAILED INTO Tod NAILS @ 6" WALL I• EADER DETAIL_ TYPICAL INTERIOR NON-13SARINC-s WALL DETAIL J MA50NRY LAYOUT 3-1/4" LONG X 3/16"0 TAPCON. TRANSOM STAGGERED SCALE: NT.S. INTO BLOCI(®SPACING PER MANUFACTURE FRAMING SCALE: N_T.5_ S2 �2 SCALE= N.T.S. TRANSOM FRAMING J2 1 X4 P.T. SEE SECTION AA/S1 AND z 1 " DETAIL BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES FORM CONCRETE INSET TO 1 2" DRYWAL 1 X 4 FURRING DETAILS CRATE A SOLID BASE FOR BLOCK lo SIMPSON SP1 REFER TO PAGE SDW2 FOR WALL ABOVE. o MIN. EXTENSION FROM EXTERIOR " / " Tir�IG4L C�,4iR,4CxE DOOiZADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYWOfl DOOR JAMB W 1 NCHOR BOLTS 0SCRAP MATERIAL FACE OF BLOCK WALL IS 1 1/2" %4 X 2-1/2 S.D.S. SIMPSON SIMPSON 35 24" O.C. MAX TR4C< MOUNTING DETAIL r<"NN T'Y1`'ICAL S�GTIC3I�I TI-��Ll EU11�I�DLU MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. @ 12" O.C. RECESS A35 SCALE: N7.;�, FACE OF BLOCK WALL IS 2 1/4" 15 TO DRAIN LINTEL 52 SCALE N.T.S. �2 3/16"0 X 3" LONG TAPCONS STAGGERE 1X • 2X4 P.T. 16" O.C. 2-ROWS INTO MASONRY QA" PLATE THROUGH 1x4 P.T. & 1x8 P.T. LI X 8 P.. 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS WALL CLEAN -OUT GARAGE DOOR -TRACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALI:'?'k N ,4 1-1 f 2 " D ETA I)_ FOR WATER SHED. SCALE: T.S.J- 2 3/16" x 3 -1 /2" TAPCON ANCHOR BOLTS 0 24" O.C. MAX. SIMPSON SIMPSON _--GARAGE DOOR TRACK 2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH DOOR JAMB W 1 /4" X 3" S.D.S. (MIN. (2} PER BOTTOM PLATE A35 SP2 GARAGE BOOR ROLLER _ TO ALLOW SPACE FOR FLAT �IASflNS JOL , CONNECTION ASSEMBLY TOP SPLICE 12" O,C. 2 ROWS STAGGERED, UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. A'l ` S{MSPON META 16 (SEE PLAN FOR SIZE) qq LL ppI CCT ON OF :::::: � ' MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END DOUBLE 10d 1X4 P. 2X4 STUDS 0 24" O.C. :: GA AGE 00 PRODUCT MEETS 1ilE SHAPE AND DIMENSIONS OF THIS DRAWING.; 2 1/4 DETAIL 2 X 8 P.T. 2—O (2)2X8BEAM TRANSOM OPENING PRECAST RECESS LINTEL (FILLED) #5 REBA DOOR OPENING • 1 /2" DRYWALL 1 X4 PURRING A35 SON SP2psON A35 s� �, 10d 8 O/C DOOR JAMB W 1/4" X 3" S.D.S. 1 2 ANCHOR BOLT @ 10d NAILS @ 4" % " STAGGERED (2) '` PER BOTTOMXP AITNE 2x4 P.T. `�a 1 X'' SECTION e PLATE 3/16"0 X 3-1/2" LONG TAPCONS STAGGERED X8 � NAILED INTO l . OTTOM SPLICE STAGGERED Q 16" O.C. 2-ROWS INTO MASONRY 1X8 �`a� TRANSOM NOTE: OVER STUD THROUGH 1XS P.T. & 2x$ P.T. TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 PLATE LENGTHS MUST BE �� 1 X 4 FURRING DETAIL SEE SECTION AA/S1 AND WIRE NAILS @ 4" O/C BOUNDARIES AT LEAST 8'--0" LONG, TYPICAL 1 /2" DRYWALL BB/S1 FOR ADDITIONAL 6" O/C EDGES & 8- O/C FIELD T'01�' �-'L,4TE 5�'LICE DET,�lL � fi DETAILS . SCALE: N.T.S. DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C. CJ 2 SIMPSON SPI 1Od @ 12" O.C. 1 4 208 P.T. WITH 3/16"o X 3" LONG TAPCONS o—' LINTEL A35sQN SIMPSON A35 A SIMPSON LSTA12 @ 24" STAGGERED @ 16 O.C. 2—ROWS INTO MASONRY 2X8 DOl}BLE 2 TOP PLATE ,s C�AR,4e�� �NTR�` EOR�I DTI I _ MOUNTING BASE SHOWN POURED CONCRETE BASE FOR IN POSITION BLOCK WALL. RECESSEDBOTTOMBOTTOM „OF MOUNTING BASE ANDCATI:R iA-TDGORIONARD GflRAGE FLOOE A R. FINISHED 2x6 MOUNTING BASE THIS DRAWING. PARTIAL INTERIOR ELEVATION ,--8x8x16 C.M.U. I 6C,4LE: N.T.S. ; -.}' GARAGE FLOOR MOUNTING BASE NOT _ SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK IS MOUNTING E3,46E DETAIL POURED IN PLACE CONCRETE SCALE: N.T. GARAGE FLOOR SLAB S. � , , "NOTL C] ,�r� �� a. �N � , - . x STAGGERED (FOR SHORT--1 /4 DETAIL a. ; .: d` SIMPSON META16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD SPAN PROVIDE 2 STRAPS ON � Q -a � � ' ° - EACH END MIN.) 5UIi.,.DOUT e OVEfR SIZE DOOR- 2X8 P.T. BOTTOM PLATE FRAI" ZING DETAILSLINTELS AT ENTR'1� FOR DRAINAGE ❑ TI-IU1' I--_ }-I�i'I�jI�, P _ ��s�122 2x BLOCKING @ EACH END W/ 10d WINDOW ROUCE;H OFENINC�S cc � A�3D1�E ENTR'r" Kf'=F DOOR U,1/TRAi�(5p1'''I EE I_ I ilJlN J_ SEN50N E_ 04ela x 3" ®4" O.C. FROM EACH HEADER NOT To SCAL�61 ANCHOR BOLTS @ 24" O.C. MAX. (MIN. NOT TO SCALE c.�2 NOT TO SCALE A� r�2 ❑ ALI 455A5 HAKIM, P.Es &7 i FACE TO BLOCKING (2) PER BOTTOM PLATE) SEE PLAN FOR FOOTING ".; TO THE SI=ST OF THE ENCxINEER'5 KNOWLEDC-sE AND BELIEF, TPIE SECTION DIMENSIONS (2) 2x HEADER 2 x 8 BUCK - CONNECT TO BLOCK WITH STRUCTURALI ' %'LANE AND 5PECiNCATIONS CLY WITH THE " 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 FLORIDA BUILDINCz C00E, SECTION IroOra FOR I20 mpH a SECroNc VARIES 2x BOTTOM PLATE W/ (1) 10d X 3 W/ 3/16" x 3 1/4 TAPCON " Ca15T, E>(FCGLIRE B 01IND Z0NE (2001 EDITION). f e 1" SOLID BLKG. AT TOP -0 8 /-1 MAX. M GARAGE ENTRY PINISI4ED 12" O.C. TO EACH HEADER FACE ( 1 1/4' MIN. EMBEDMENT INTO BLK.) T MAX. AN. ARCH BLKG. &BUCK Q -0 8 MASONiR''r DIETAIL. TH15 DRAlU1NG AND DESIGN IS VALID FOR TZ MONTHS AIR TEE BLOCK HEADER SOLID BLKG. AT TOP DATE IT IS S1C•sNED AND SEALED. 2 X (�INJ FRA� 3/16" x 3" TAPCONS 1 X 4 FURRING STWN. ARCH BLKG. &BUCK SCALE: N_T,5. I 52 51GNED AND SEALED FOR THE STIRUCTURAL I OWN OF TH1t WALL ,�,4EADER IDETA14 1 X 4 FURRING �-$� BUCK AT 8" O.C. DRAWING pN1.7. t..- /r � � 8d NAILS 0 8 O.C. AT BUCK 2 x $VERT. W/ (2) 1O BLOCK HEADER NAILS AT EA. END (4) tOd NAILS INTO LEAVE A CUT OUT IN O.S.B. SIMPSON LSTA12 C� 24" 2 x 8 BRACE/ BLKG. ON THE INSIDE TO ALLOW FOR PROVIDE 2 x 8 1BRACE PROVIDE (2) MIN. G", (2) 2x4 TOP PLATE STAGGERED (FOR SHORT INSULATION TOO INSTALLED STWN, VERT. BRACES WHEN TAPCON AT EA. SIDE SPAN PROVIDE 2 STRAPS ON 1/2' DRYWALL 2 x $ 45 DIAGONAL HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN � REVISED Q8--15-03 ENGINEERING, 6� EACH END MIN.) BRACE AT �E/A. FACE A)2 x 8 VERT. ON THE INSIDE TO ALLOW FOR CE LEAVE A CUT OUT IN O.S.B. 4 MIN. OF START 2 x 8 46 DIAGONAL 7/16' OSB OF ARCH EA. N 10d OF ARCH P-0- BOX 3400 - ,4 o � TVA - 3 1 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA. NBRACE(S) INSULATION TO BE INSTALLED 0 CREATED 01-02-02 PWOM _ (813) 61 0 r 6 - (sm) POLY -CELL IN THIS AREA 120 MPH ©THESE DRANBNCS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENUNEERING, P.A. AND INS BUILT UP PLWD_ BUCK - (4) 1Od NAILS INTO 7 16" OSB SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHOM ED USE IS PROHIBRl D. — 2003 SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILT O PLWD. BUCK RCH PANEL ((2} 2x HEADER W/" ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO X I�L�"YWOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG, (FULL WIDTH OF WALLS} START OF ARC ��- L ENNAR HOMES WALL RAMS p TA I 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 1 Qd NAILS 4` MAX. RAI). _ INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 1Od NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 L ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. SCALE TEA DIY9�6 DRAWN "��` PER INSTALLATION DETAILS START OF ARC PER INSTALLATION DETAILS EQUAL. EQUAL D� iI/E2J02 N: /BLOCKS%STD 2C1O1 WALL �•-.� t PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD. ARCH U�-T•,�IL !ALL HEADER DETAILS ! �^, DETAILS OR THRU 1-1/2" THK. OR MORE BUC ARG-I DETAIL rAA WITHIN 6' MIN. OF START` OF ARCH NOT TO SCALE 52 SECTIONS, DETAILS, NOTES SC ALE= N.T.S. cj2 NOT TO SCALE 52 DE J05 NO. f'M - 5027 62 TRANSOM OPENING A.F. . --T7'-4" PRECAST RECESS LINTEL FILLED 5 REB DOOR OPENING iLll-n . ,_ �r-. I I I I I I i I I.. .-TfT-ffT--. _- 1 1 1 -1--- - .I L 1, _ . Ll L o� as 0 eaa 4m ca r BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SEE STRUCTURAL SCHEDULE FOR NOTES AND NAILING SHEATHING DETAIL SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER 0 24" O.C. 2"x4" OUTLOOKER 0 24" O.C. (OPTIONAL — SEE ELEVATIONS) SIMPSON H10 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' 1 0 EA. OUTLOOKER OF TRUSSES ® EDGES OF SHEATHING TYPICAL TOP CARD BLOCKIN OF TRUSSES 0 EDG FOR FIRST FOUR ROWS O}HI F Tip PLATE S OF SHEATHING TYPICALI 2"x4" CROSS BRACE I SIMPSO H1O OR EQUAL ® EA. UTLOOKER { AT RIDGE FASTENED W% 7/8" STUCCO FINISH PER ASTM C. 926 xl E 2"x4" CROSS BRACE s�S� I`ca�" °' 4" MAx. +n+i � EA. S D--� AT RIDGE FASTENED AT EACH JOINT 24' MAX (2) 10dx3 "L" BRACE TO EXTEND AT LEAST "INIMUM 2"X4" CROSS APPLY 3 LAYERS W/ TOTAL TN1CK1��'S� �%8�' AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) BRACING (SEE PLAN OVER METAL LATH. FIRST 2 VYERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK. (2) 1odx3" I 7/g" STUCCO FINISH PER ASTM C. 926 FOR LOCATIONS) 2x6 FRAMED WALL - SEE WALL SECTION FOR SPACING 1 2" CDX PLYWOOD OR 7 16" / / APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8' 2"x6" P.T. SILL " I OVER 'PAL LATH. IRT,AY!*RS 3J$ ABLE TRUSS II11CK. 2) 16d PER JOINT 2"x4 PANT dI L . III. `Is" O.C. OSB SHEATHING ATTACHED W/ 10d THICK kGFI. 3RD LAYER 1 FOR THE FIRST ( FRPM LA. END 12c3WS OF TRUSSES . TOP & BOTTOM NAILS 6" O.C. EDGI S AND 12" Q.C. 2"x4" PANEL BLOCKING 0 48" O.C. ( 1 /2" CDX PLYWOOD OR 7/16" OSB ATTACHED W/ 10d NAILS 0 C Q.C. ATTACHED W/ (2) FIELD 16-d TOENAILS (2) 16d NAILS HFIRST 8' 0" OF END WALL SHEATHING FOR THE FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD • q, 2"x4" BLOCKING ,. •' ATTACHED Wj (2) 16-d TOENAILS 10dx3"0 3" O/C THROUGH --N � -- "T" CHORD INTO 2"x6" P.T. PLATE ON1lNU0US BOTTOM CORD BRACING 1 "x4" MIN. /8" 1 1; b -vLtNG DENSE 2"x4" ON TOP OF PANEL G'' ,J "WALL BOARD FASTENED BLOCKING, FASTEN WITH 2"x4" "T" ON TOP PANEL NTH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" 0 4" O/C F STEN WITH "X" BRACE SEE CONTINUOUS BOTTOM CORI B END JACK }ACING Iv 0. MAX. 6� < uj w CORNER JAC .„ 7) 9 U _ z 0 0¢� c� I d DRYWALL SCREWS COMPLYING WITH BLOCKING, A MOISTURE BARRIER NOTE: ASTM C1002 FOR FIRST 8'—O" 1Odx3" 0 4" O/C FROM END WALL Cr�D 4'° 01C TYPICAL 5/8" OR 1/2" CEILING DENSE SIMPSON META20 OR EQUAL CRO56 5RACING DETAIL J 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CORD GYPSUM WALL BOARD FASTENED 0 4!-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING WITH 8d COOLER NAILS OR 1 1/4" LONG SCALE: NTS, THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2"x4" LEDGER MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH ASTM C1002 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES WEL IFT CONNE �4 I f' F -V N CHORD SLOPE OF ADJACENT TRUSS) FOR FIRST 8 -0ALL 0 4" Q�C TDYPICAL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. USE SIMPSON META20 (OR BETTER) CONNECTORS SE CT I C 1/2"0 ANCHOR .BOLT @ 48" 0. - SE T I O REQUIRED MIN1Ml 1"f PERMANENT TRUSS S CiNC LA1� (OR EQUAL) © MASONRY OR SIMPSON H10 (CAR EQUAL) I MINIMUM 6" FROM PLATE SPLICES CONNECTORS @ FRAME WALLS & SIMPSON H5 G ,T.S. @ HIP JACK TO FRAME WALLS. CJ� W/ 3/16"x2"0 PLATE WASHER SCALE: N..T,S_ AS PER HIB 91 SCALE: N �,13 SCALE: N.T.S. �.3 SEE STRUCTURAL NOTES AND NAILING 2X4 "T" BLOCKING SCHEDULE FOR SHEATHING DETAIL 2x4 BLOCKING @ 48" O.C. BACKNAIL W/ (2) 16d NAILS z"x4" OUTLOOKER 0 24" O/C "L" BRACE 16d NAIL 7/8" STUCCO FINISH PER ATM C. 926 ATTACHED W/ 10d NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" @ 4" O.C. TYPICAL IOVER EATH 3A LAYER. OYERCK.3/8� PRE-ENGINEEREDo1/Ei�LAP T♦2U$6 i:3RACIW- OVERLAP f1 TOP CORD 1IMPS LOCKING FOR FIRST FOUR R W I ON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES' OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I ® EA. OUTLOOKER GABLE TRUSS WEB-1• % 2"x4" CROSS BRACE DOU5LE "L" 5fP�ACING DETAIL AT RIDGE FASTENED 4" MAX. AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST SCALE: N_T_5. (2) 10dx3" 90% OF WEB LENGTH (SEE TABLE) j� ABLE; TRUSS L�& I 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 W/ 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" O.C. EDGES AND 12" O.C. 2x4 BLOCKING @ 48 O.C. (D 0.148", L = 3") OR EQUAL (D = 0.207", L - 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FOR THE FIRST (4) ROWS OF TRU I FIELD MINIMUM (2) 16d PER JOINT FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS „ " ATTACHED W/ (2) 16—d TOENAILS INIMUM 2x4 TRUSS BRACING "L" BRACE I 16d NAIL. NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4 PLY, PROVIDE 1/4" DiA. SIMPSON HGA1O 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 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLACKING, FASTEN WITH @ 4" O.C. TYPICAL " 10dx3" ® 4" O/C TRU55 3fi2ACINC OYEi�LAff DETAIL OF THE THICKNESS OF THE LAST x 7" LAG SCREWS OR EQUAL 5/8 OR 1 /2" CEILING DENSE TUD WALL (SEE TYP. SEC.) LAMINATION 5) FOR "PLY, PROVIDE 1 /4" L 3) EACH 30d COMMON NAIL MAY BE (SPACE AS SHOWN FOR 3-PLY) GYPSUM WALL BOARD FASTENED 5G,4LE: NT.v, REPLACED Wj (2) 16d COMMON NAILS. WITH 8d COOLER NAILS OR 1 1/4" LONG GABLE TRUSS WEB 6) REFER TO NDS SECTION 15.3 DRYWALL SCREWS COMPLYING NTH 51MPSON SP2 0 (ONE INTO EACH OUTSIDE FACE OF FOR ADDITIONAL INFORMATION ASTB.U.C., SAME NUMBER OF ROWS, FROM END END M FOR FIRST 8' -0" EACH STUD SINGLE "L" BRACING DETAIL �O SAME SPACING) FROM WALL ®4" 0/C TYPICAL DBL. S.P_F.TOP PLATE 5CALE- N.T-5. TYPICAL NAILING SCPEDULES FOR BUILT-Uf' COLUi`'N6 � 5CALE: N.T,5, 5 C T ION___ ABLE TRUSS 4 ABLE TRUSS 83 83 "L" BRACE W/ 30d @ 4' O/C SCALE: N.T S CJ 12 (SE SCHEDULE FOR SIZE "L" BRACE W/ 10d 0 4" Q.C. AND LOCATION) 12 (SEE SCHEDULE FOR SIZE >17 ND LOCATION) 7 MAX. S3 TOENAIL W/ (2) 16d NAILS $3 10dx3" O/C ® 6" O/C TYPICAL 2" 4" OUTLOOKER ® 24" O.C. W% (2) 10d PER JOINT .L" 5RAC:ING REOUIREMENTIS l STUD SPACING NO "L' BRACE (1) "L" 2"x4" BRACE (2) 2"x4" "L" BRACE (2) 27xC "L" BRACE 16" 0'0" - 4'-5" V-S" - 8'-0" 8'-0" - 12'--0" 12'-0� - 24" U--0" - 4'-0" 4'-0' - 7'-0" 7'-0' - 10'-0' 10'-0" - 14'-0- CISSOR GABLE — (2) 2"x8" (1) 2"x8" FULL #2 HEIGHT S.P,F, @ EACH VERTICAL AND @ DIAPHRAGM BLOCKING NOTE: V2'x4. RUNNERS 6 $3 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, s3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF CABLE, I 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH I 10dx3" NAILS ®4" C}/C. b ! - ... .. _ I...:... ........ .. .....-- ....... .. b ONT. BEARING DBL TOP PLATE STUDS 16 O.C. ALTERNATE PION-DROf=1 CaABLE END DETAIL ONT. REARING " SIMPSON SP2 5C4LE: N,T.5, GAk3LE END 5FR ACING DETAIL SIMPSON HGA10 0 EACH STUD MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR IMND SPEED SPECIFICATION roCALE: N-T_5, ���� � END �3�:�C I �IC� DETAIL MEAN WALL HEIGHT UP TO 30'--0" -SEE STRUCTURAL NOTE FOR WIND SPEED SPECIFICATION SCALE: � S'��U�l- '�`' Cxi�EEI��EI<'C�, �°�- �°2�� N_T_5_ ❑ TI-IU1i' I-4_ HU`1'PlH, F'.E. %0I22 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL ❑ Ii#�1IPI ,)_ I:3EIoISCI�I,4��� 2�L / I - ­— "x4" OUTLOOKER ® 24" O.C. ❑ ALI A55A5 HAKIi, F'.E- 05618we • 12 OUBL.E TOP PLATE SCISSOR TRUSS 45` t SIMPSON H2.5 OR EQUAL TO THE 5EST OF T44E ENGINEER'S KN+ EDGE AND 5 LI , THE TOP CORD BLOCKING FOR FIRST FOUR RO ® EA. OUTLOOKER 1 STRI,ICTLl1:'2AL PLANS ANT? SPECII=ICATIONS CO%IPL Y" WITH THE MAX. OF TRUSSES EDGES OF SHEAIHIN TYPICAL 2X4 CONT'L" BRACE FASTENED W/ FLORIDA BUILDING CODE, SECTION 1606 FOR 12O Mf 4,H 3 c�. , 12 GAB (2) 10d 3'0 24" O/C. CMID HEIGHT GUST, EXPOSURE 13' IIJIND ZONE (2001 EDITION). 1 7 MAX, ( 2X4 KICKERO 8'-0' O/C. LE TRUSS GUNGHE TRUSS VERTICAL TWIS DRAWIAND DESIGN IS VALID 12 McNT'�!6 A-7ER �" 2"x4" CROSS BRACE � REVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2X4 BRACING 0 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST -^ ^- -� ., SIGNED AND SEALED FOR TPE 5TfPUCTURAL P®RTJON Tk CONTINUOUS TO FIXED LOCATION ATE EACH JOINT W 90� OF WEB LENGTH (SEE TABLE} (2) 2 X8 L BRACE FASTENED AoCREATED 01--02— ORAUING ONLY'", 2X4 LJ�3GER / OZ ATTACHED Wj 2-10d ® EA. TRUSS (2) 10dx3' SIMPSON #3 WITH 8-8d WITH (3) 16d PER SIDE I SIMPSON LSTA12 TYP. �""� (NOTE: BRACING MAY BE PLACED ON EITHER � FROM LEDGER TP BLOCKING @ 48 R O fc BLOCKING TOP OR BOTTOM! OF THE BOTTOM CORD) ' . ' i ABLE TRUSS " I GYPSUM WALL BOARD 1/2" CDX PLYWOOD OR 7/16 OSB L. ) , 4 aN %%-.' f- 19 Lo� I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. +E e �q ENGINEERING, o CHORD LEDGE (MATCH ADJBOTACENT I EDGES AND 12" O.C. FIELD SCISSOR A L t C i PD.BOAC 34M - r am.® E)- 3 y,2 f CHORD SL4 OF ADJACENT SCALE: N_T.S.� '�{Oi a t81311645 016,6 m feBi3� II SCISSOR SS) A5 PER HI$ 91 0lSTURE BARRIER 2"x4" PANEL BLOCKING 0 48" O.C. 120 M P H £S .0I0 @THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A- AND T?E I, FFOR THE ROM EA. FIRST (4) ROWS OF TYP. BOTTOM CORD SIMPSON HETA20 OR EQUAL ��� ���� CLIENT ON THIS PROuFCT. ANY REPRODUCTION'OR UNAUTHORIZED USE IS PROHIBITED. — 2003 COSMETIC DROP CEILING FRAMING ATTACHED W/ (2) 16--d TOENAILS ®6'-0 O.C. TYPICAL 2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 " CJC I CJCJ0� T6W1O C ( I I�C I DTr� �,,, 1/2" CAD ANCHOR BOLT 48" O.C. STRAIGHT STRAP 0 4'-O" 0/C SEA -SEA -SEA- LENNAR 0 L ALIGNED WITH GABLE WEB. I IUDs @ 16 O.C. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NT5 ATTACH TO TRUSS W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1 /4" TAPCONS. 0ATE W/02 T A fVB61 N: /BLOCKS/STD 2001 j _ & CT I O 2T LNOTESTRUSS R,4DWOOD FRAt ED Cz,4�LE END BRACING DETAIL II SCALE: N:rs- �3 I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL.. NOTES FOR WIND SPEED SPECIFICATION SCALE: NTv-. DE J08 NC. I=T-1 m 5027 �� jr 1= IC;;Ui E 1. L. 51- I i N3 ALL,4T I ON ►* 4r#' UNACCEFTAE3LE IN5TAI_LTION ♦! DO NOT DO T� 4{e ,,, #5 REBAR (TYP,)010 to to T. 90- HOOK (TYP.) ♦41�*♦ FIL CELL INSTALLATION 5CALE: N,T.5- ASPHALT SEALANTI EXTEND MIN, OF b OUTSIDE OF FLASHING DID FLU r-ICsURE 2. LUALL f TEXTURED, PAINTED EXTERIOR WALL FINISH =S FL,45HINCH IN5TAL.L,4TI0N WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET: EU (REQUIRED SLOPE ALL LEVEL VALLEY LOCATIONS) ___., TEXTURED PAINTED EXTER, WALL FINIS WA!! 6' X 18' H GALV, FLASHING CONT-- PLASTER STOP — ROOF SHINGLES 6' X 18' H GALV, FLASHING CONT,, ASPHALT BASED SEALANTILASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FL 145H I NCH DETAILsi NOTE: THIS DETAIL IS REQUIRED E"l AT ALL VERTICAL WALL INTERSECTIONS LT WITH ROOF VALLEYS & ROOF CRICKETS, ELA&HING DETALAT C;RICKETZKNEEWALL INTER5ECTION FILEREP (SD4)KNGSTN,FLSHDET/SD (NO SCALE) v v v v v v v v v v v v vv .v��' v"" v v v v v v v v v v v v v v v v lv'v Dd 117v17 DDD<7DDDDD Da ��7DDD DDDDDDDDD�7DDDCIDD DDDDDDDDDDDDDDDD DDv7DDDDDDDDC7D7DD4DDDDDpD HOLD EXTERIOR - DDDDDDDdC7pDDDpD DDdDDpDC7pDDD4�"T�CYDDDdO�7DDD�D DDDDDi1DDDDC vvv DDD�/DDDDDDDr7DDdDDDDDDDD�IDDDFINISH �j� ABDVED DDDDDDDDDDD DDDDDDDD7DDDC7DDDDDdpDDDDDDDDD DDD ROOF DDDDdDddd �7 C7D C7DDD dDDdDDdddDdDDDddDDddODDD DD�/D D D D D D D D D D d D D D D D d D D D D D D D d D D P D D D D D D D D d D D D D C7DD DDC7DDDDDDDDDDDDDDDC�DDDDDDDDDDD©ODD D _..._.FLASHING CAULKING AJF'HAL I SLALAN 1: 6 TO 12' EXTEND MIN, 6' ABOVE PER PLAN FLASHING SPECS, 6' HIGH �ZN DIVERTER NOTE: IF RETROFIT FILLED CELL OR UPLIFT STRAf> CONC)ITION3 FLASHING , ` EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, GALV, 'L' FLASHING TYPICAL, EXISTMCK U-BLOCK W/ I 'S COW. 2-45XV IN CONC. — —_ — — FILLED CELL DIIFING FELT DRILL 3/VX5' MIN, 44OLE 14"* SET SAR IN EPDXY ---------- DRIP EDGE CAP TO PREVENT LEAKAGE — — — — — — — — — — — — >- "t✓Xk+' EMBEDDED INTO — — -- — — — — — _, _ _._. — — cK EXISTINGU-BLOCK LINTEL SAU.1l — - —_ -_ — — FILL GILL FULL {�4%IGF T W� cJ' E Ci�T I ON — — — — _ u- NCJN-SHRii*�G GROUT SC 11 NTS I —_— —_ ASCIA Q A � I '5Xfo' EMBEDDED INTO EXISTW. FOOTIW, UPLIFT CAPACITY - 595 FOR I STRAP 3 = 1,P W FOR 2 STRAPS DRILL �< X5 MIN. HOLE SET BAR IN EPDXY I -PLY PRE-EWSINEERED Tf4'W FIGURE I CORNEA' DETAIL 81MPSC3N I_m STRAP —EXISTING FOCTIN15 F-LA5--I ING IN5TALLAT I ON -K.� (5) 1ia'x21/4' TITENS RETROFIT FILLED CELL DETAIL ` `, = N T.S. 53.1 KT�. BOND SEAM 0 e O ° NAIL SHINGLES W/ 11 OR 18 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE. ° 0-�\t�`�'�� o �aur5 '�r`�e e �`° C3�1Mm t00Q'r �� e 0r�y� 3 \,,e r <1 Spa ce5 �Q EX�er re ut �f e \50 e �e5 6f ed9 � 4 `V dr�P Q�ck9e�i5 use 5HINGLE DETAIL F'ROL"7UGT CONTROL NOTICE OF AC C E 'TANG E MIAMI - DADE GOiJN7Y, FLORIDA MAUEACTURER - 6 5 ROOFING F'RODU67`5 COMPANY, INC. PRODt1GT AGGEPTANGF # EXPIRATION DATE: FREHALT 2000 0I-0505-03 O6 1 14 / 2006 FIREHALT 2000 AR 01-0505.03 Obi 14 / 200b LANDMARK 30 0I-0505.03 0611412006 LANDMARK 50 AR 0I-0503.03 06 / 14 / 2006 LANDMARK 40 01-0505.03 Oro / 14 / 2006 LANDMARK 40 AR 01-0505.03 Ob / 14 / 2006 ❑ SAMUEL ,4_ GREEN€3ERG, FE_ #34245 ❑ THU`I' H. HUYNH, Frz. #(O@l22 ❑ IRUJIN J, IBENSON, FE. 04e-158 ❑ AL I ,455,45 H,4KIM, F E. o-156 TO THE f3EST OF THE ENGINEER'S KNOWLEDGE AND SELIEF, THE STRI1GTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA 5UILDINC� CODE, SECTION €60rc FOR 120 t-1 3 SECOND GUST, EXPOSURE 'B` WIND ZONE (209PI EDITION). TF+IS DRAWING AND DESIGN IS VALID FOR €2 MONTHS AFrER T14E DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF TW[5 DRAWING ONLY. 11 a + p ,a Q.U.C. NOTE EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO STUD 2"x4" PANEL BLOCKING 0 48" O/C �T2ND FLOOR FRAMING - SEE & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STU 12 " FOR THE FIRST 8'-0' OF END WALL DECKING SECTION J/S4 PRE ENGINEERED WOOD TRUSS 0 24 O.C. MAX. }-R� EA. END. (TYP.} TOP &BOTTOM &7-1SIMPSON LSTA24- 111 STRAP W/ 7 JOIST x 1 1/2" NAILS TO STUD CHORD ATTACHED W/ (2) 16d TOE NAILS PROVIDE A M&N. OF 1 3-1 Cd & 7-tOd x i 1/2' TO BAND ,JOIST 0 EA. STU 2nd Fl.00R WALL HURRICANE ANCHOR CAA EACH TRUSS ROOF COVERING BOX NAILS 0 1 1/2' O.C'. BAND JOIST 2'x BOT. PLATE SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (MAX) ABOVE FLOOR SYSTEM W/ (2) 10d 0 8" O.C. 15 LB ROOFING FELT UNDER 90 LB FELT HOT STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STUD FLOOR SYSTEM 2nd FLOOR WALL MOP (TILE) 15 LB ROOFING FELT (SHINGLES) -~�-d R19 INSTIL. MIN. OOR J(XSTS -SEE FRAMING PLAN 1/2- CDX PLYWOOD OR 7/16 O.S.B. *(1T Alt (2) lild 4 6" O.C. 10 SIMPSON HETA20024" O.C. W/ 10-10d ,• X 1 1/2" NAILS INTO BLOCKING JOIST & BEAM/GI tiDER MIN. 4" EMBEDMENT IN CONC. PROVIDE: CONTINUOUS " GYP WB--�~ DRIP EDGE 2'x4 CROSS BRACE 0 48' O/C FOR TOOMCASONRY BELOW B.U.C. I SIMPSON MSTC40 1/2 HIGH STRENGTH OR 1/2' G THE 1ST 2-0 OF END WALL W/ (2) SIMPSON A35 0 24' O.G. " 5/8' GYP WB W/ 1 3/8 1Gdx3 0 EA. END INTO 2'x4' BLOCKING , - �, DRYWALL NAILS OR DOUBLE 2"x S.P.F. TOP PLATE ASClA BOARD 1st FLOOR WALL --� DRYWALL SCREWS 7' O/C SIMPSON SP2 0 EA. STU Q OOR TRUSS/JOIST NOTE: EXTEND SHEATHING TO BOTTOM CEILING & W O/C WALLS R11 INSUL MINOF OF BAND JOIST (1) ROW OF 2x BLOCKING 0 MID HGT. 1/2" MIN. PLYWOOD SHEATHING NAILED 2�(j �.00� FRAME CONNECTION PROVIDE A MIN. TA 7 1 /4"x 1 3/4" TAPCONS SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO FOR WALL HGT. _<W-C. (2) ROWS OF 2x W/ 8d COMMON NAILS 0 4" O.C. BOUNDARIES, 1 3" O.C. (MAX) 0 MASONRY WALL STUb & 7-•10d x 1 1/2' To BAND JOIST 0 EA. STUD BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6' 6" Q.C. EDGES, AND 12" D.C. FIELD. PARALLEL TO MASONRY WALL SCALE: 16' O.G. 2X S.P.F. STUD MASONRY WALL APPLY7/8' STUCCO FINISH PER ASTM G. 926 C6. IMf=CJON MS TC 40 FIRST 2 LAYERS �"TTHIGK EACH. THICKNESS 3RD7LA8YER 1%8" MTli�lt� LATH. . CONNECTION DETAIL Z1�I� FLOOR FRAME CONNECTION ,� 2NL ��.00�:, ��2,41'"IE CONNECTION 3/4" PLYWOOD DECKING GLUED SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (ALT. TO �4TT`Iro CONNECTION) SCALE: N.T.5. AND NAILED W/ 8d COMMON 0 2"x BOT. PLATE STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STUD €(�D 1ST Fg„R, SCALE: N.T.S_ �j 6" % EDGES AND 12" O.C. Flan w/ (2) Lod & 6" O.C. 6C,4L_E: A/V = V - 0' REFER TO DETAIL J/84 FOR ADDITIONAL INFO REFER TO DETAIL J/S4 FOR ADDITIONAL INFO x BAND JOIST (SEE PLAN FOR SIZE) 2 WOOD 'I' JOIST, PRE-ENGINEERED (� NOTE: SIMPSON HTT16 CONNECTOR SEE DETAIL J/S4 FOR FLOOR TRUSSES OR CONVENTIONALLY LAP SHEATHING TO BOTTOM OF (SEE PLAN FOR SIZE) WALL STRAPPING FRAMED FLOOR SYSTEM �S4• ETAL SEAT PLATE BAND JOIST TYPICAL 2x STUDS 0 18" O.C. ,-SIMPSON LSTA24 STRAPAW/ 7-10d x 1 1/2" NAILS TO FLOOR SYSTEM 2'x EDT. PLATE STUD & 7-10d x 1 1/2 TO BAND JOIST 0 EA. S.P.F. (16' O.C.) W/ (2) 10d 0 6' O.G. 1/2" GYP WB SIMPSON HETA20 0 24" O.C. W/ 10-10d 2X BLOCKING UNDER ., 2'x BLOCKING BETWEEN JOISTS 1 2" HIGH STRENGTH OR �_ " ALL BUILT-UP COLUMNS ° B.U.C. OR CRIPPLE STUDS 2 x BOT. PLATE / X 1 1 /2 NAILS !N BAND JOIST &MIN. 4" 12d 0 10" O.C. EA. SIDE W/ (2) 10d 0 6' O.C. SIMPSON I.STA24 STRAP W/ 7-10d x 1 1/2' NAILS TO W/ (4) 16d INTO BAND JST. 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' JOIST INSUL ON EXT. ! OR CONY. FRAMING ETAL SEAT PLATE DRYWALL NAILS OR f I i BLOCK WALLS 8"x8"X16" CONC. KNOCKOUT BLK. 5/8"0 ANCHOR BOLT THRU FLOOR E i DRYWALL SCREWS 7" O/C a „ W/i#5 ROD CONT, FILLED SOLID W/GROUT SYSTEM INTO BELOW L.LV�MIN. (1)) SiMPSO►� STHDI4RJ 2X6 RIBBONS, EACH W/ 4-16d CEILING & 8 O/C WALLS STD. 90" HOOK ND BEAM %d CRIPPLE STUDS W/ NAILS INTO EA. FLOOR TRUSS 00 38-16d SINKERS (SEE DETAIL) SIMPSON HETA20 ® 24" O.C. W/ 10-10d00 X 1 1/2" NAILS IN BAND JOIST & MIN. 4" 00 EMBEDMENT IN CONC. ARCHITECTURAL00 FINISH II «:Qa. 0� BETWEEN BLOCKINGV M SIMPSON HETA20 0 24" O.C. W/ 10-10d 1x WD FURRING �I a X 1 1/2- NAILS INTO BLOCKING JOIST & MIN. 4" (1) SIMPSON HETA20 0 24" O.C. 0 1$" O.C. 0 FLOOR DECK W/ 10--1 Od X 1 1 j2" NAILS EMBEDMENT iN CONC. 8"x$"X16" CONC. KNOCKOUT BLK. (1) #5 VERT. IN FILL CELLS INTO BAND BEAM AND 4" MIN. ° PRE -ENGINEER® FL W/1 ROD CONT. FILLED SOLID W%GROUT BASEBOARD (SEE FOUNDATION PLAN & NOTES) EMBED INTO CONCRETE FLOOR MOIST TRUSSES I 'I STD. 90' HOOK-y __# (SEE DETAIL) NOTE MIN. 2500 Psi CONC SLAB FIRST FLOOR BLOCK WALL 0 IF F10�t JOISTS INTERFERE WITH THE PATH OF LSTA24 STRAP, BUILD OUT THE STUD W/ 4'x4" INSPECTION PORT AT 2x4x24" ATTACHED W/ (6) 16d NAILS UNTIL �v 6x6 W1.4xW1.4 WWF EACH FILL CELL TYPICAL STRAP CAN CONTINUE UNIMPEDED TO BLOCKING r OR FlL3ERMESH hh ## BELOW. 5l1�CFaON PT T I & CONNECTOR NOTCKI G TI VTOO CONNECTIONTRUI �OO 5�5_ STRAP ALTERNATE FLOOR CONNECTION � =—� � �� a : D 0 MASONRY 1ST FLR. SCALE- 3f4'=I'-V S.d. SCALE: 3�,d•=I'-�� �� \ \/\�\ o FINISI-I R4D� " �� ° - K.G. BLOCK 0 MASONRY 1ST FLR. \ r ao AL BLOCK — WALL " P THING NAILED ` - a. �\ LAP SHEATHING TO BOTTOM OF 1/2 MIN. PLYWOOD SHEATHING / / 2x STUDS 016" O.G. W/ 8d COMMON NAILS 0 4" O/C BOUNDARIES, - (3) # 5 REBAR �//�(SE � DETAIL_) O BAND JOIST TYPICAL 6" O/C EDGES, AND 12" O/C FIELD. ON 3" CHAIR 2 2x TOP PLATES CAPACITY ALTERNATE L/54 DETAIL � SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (2) ROWS OF 2x BLOCKING W/3" MIN. CLEARANCE 4" 1'-8# () TRU STUD & 7-10d x 1 1/2' TO BAND JOIST 0 F.A. STUD ®THIRD POINTS - SHINGLE ROOF- TRUSS SPAN 30' MAX UPLIFT - 3575# (SPF) 54 1/2"O x 8" 'J' BOLT 0 24' O/C ADD (1) 2x4 STUD 0 EA. TRUSS BRIG. UPLIFT = 4160 SYP 2'x BOT. PLATE - b � AND w/ 2-OX 3/16 PLATE WASHER TYPICAL 2X STUDS 0 16 O/C FOR 30 < TRUSS SPAN < 40 JOIST ( ) W/ (2) 10d 0 6" O.C. 2)--2x6 BLOCKING BETWEEN TRUSSES , W/ (4) 16d INTO RIBBON NOTE' (2} 2x4 STUDS FOR 40 < TRUSS SPAN < 47 HILTI 1/2.0 KWIK BOLT !I 7J8" STUCCO FINISH PER ASTM C. 926 /- i^� j BE S MIN. EMBEDMENT MAY APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' 2 5T O � WALL SECT i O `1 J STRAP BE USED !N LIEU OF ANCHOR O� METAL LATH. FIRST 2 LAYERS 3/8' THICK �- TILE ROOF- TRUSS SPAN 25' MAX PRE-ENGINEERED WOOD TRUSS (2)-2xs RIBBONS, EACH w/ 4-16d BOLTS. 3` ADD (1) 2x4 STUD 0 EA. TRUSS BRG. 24"O/C MAX. NAILS INTO EA. FLOOR TRUSS EACH. 3RD LAYER 1/8' THICK. , , SIMPSON SP1 ®EA. STUD FOR 25 < TRUSS SPAN < 32 DETAIL ro 6x6 W1.4xW1.4 WWF (2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' SCALE: I1/2' = I' _O' S4 HURRICANE ANCHOR PER OR FIBERMESH " � 2X P.T. PLATE UPLIFT SCHEDULE SIMPSON HETA20 0 24 O.C. W/ 10-10d ! X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" ° TRUSSES NEERED FL I+- • .I EMBEDMENT IN CONC./\/ GRADE NOTE:/\\�\�`�\� I _ I \ ' � (1) SIMPSON LSTA12 0 24 0/C STAGGERED (TYP.) DBL S.P.F. TOP PLATE IF FLOOR JOISTS INTERFERE NTH THE PATH 6 MIL VAPOR BARRIER OF LSTA24 STRAP, BUILD OUT THE STUD W/ EE FLOOR PLAN NOTES SIMPSON SP-2 CLEAN POISONED AND COMP. FOR REQUIRED CONNECTION 2x4x24' ATTACHED W/ (6) 16d NAILS UNTIL SOIL (95% MODIFIED PROCTOR � � iv --1/2' MIN. PLYWOOD SHEATHING NAILED STRAP CAN CONTINUE UNIMPEDED TO BLOCKING PER ASTM D1557) ° ' " 2-ROWS 16d NAILS STAGGERED 0 PACER BLOCKS SPACER BLOCKS / BELOW g„ ' .. �.: 16" O/C EACH FACE OR 3-ROWS W/8d COMMON NAILS 0 16d NAILS STAGGERED 0 16" O/C 4" O/C BOUNDARIES, 6" O/c "` " ` FLOOR � �0NNECTION (3) #5 CONT. 16d NAILS FOR 2"x10" OR GREATER HEADER EDGES, & 12" O/C FIELD. PROVIDE 2x4 .ALEf`� t� NOTE: STD. 90' HOOK 20' 16" O/C TYP. 2x S.P.F. STUDS 0 16" Q/C BLOCKING ® ALL PLYWOOD SEAMS. SEE WALLSTM C *MASONRY 1ST FLR. SCALE: ��'-I'-Q>' jL. K/S4 FOIR CAL ADDITIONALCTION EACH PLY APPLY 3 LAYERS7/8* STUCCOISH W/ OTA THICKNESS67/8' INFORMATION ALTERNATE FOOTING � OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK OUBLE HEADER W/ 1/2" EACH. 3RD LAYER 1/8" THICK. ® WOOD 1ST FLR. SCALE; 3i.� ° I'-�D' S S 2 MORROW FLITCH PLATE SIMPSON SP-1 2 ROWS 1 /2" DIA. ANCHOR 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 " " IS NEATER THAN 24' BUT LESS THAN OF CRIPPLE STUD HEADER W/ (2) 16d 0 16" O/C 40' ABOVE GRADE 8 x8 x16" FILL K.O. BLOCK W/ (1) NOTE: UNLESS NOTED OTHERWISE #5 CONT. & SOLID WITH GROUT SEE TYPICAL. WALL SECTION C/81 SEE SHEATHING SPECS ON FLOOR � u '... NOTE: FOR ADDITIONAL INFORMATION 2x4 STUDS TYP. T SEE: TYPICAL WALL SECTION 8"CONC. BLK. COi�NI�: J/S4 FOR ADDITIONAL (1) ROW OF 2x BLOCKING 0 MID HGT. T*rf=1C,4�, "T" ,AND CO�:i� ER DETAIL6 N INFORMATION FOR WALL HGT. S 8'-6". (2) ROWS OF 2x TYPE "S" MORTAR BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6* S' �� �. S ASONRY WALL (DESIGN AS CANTILEVER) (1) #5 VERT. IN FILL; CELLS j� (SEE FOUNDATION PLAN & NOTES) 1/2"0 x 8" "J" BOLT 0 24" O.C. P.T. BOT. PLATE ALL. 2-5`TCR� WALL 5ECTION " " SIMPSON SP1 0 EA. STUD W/ 2"Ox 3/16" PLATE WASHER TYPICAL 0 4pOR SCALD: 3�4 ° = I' -�" CONC SLAB z /�4 x4 INSPECTION PORT AT FLOOR TRUSS/$EAM _ 54 7 f EACH FILL CELL TYPICAL ���' 6x6 W1.4xW1.4 WWFC'J 2 x STUDS 0 16" Q.C. fF'=R t0 J/Sh FOR ADDITIG)I�EAL IN`1,4TI®N OR FIBERMESH 2X P.T. PLATE 6x6 w1.4XW1.4 WWF d a. OR F-iBERMEsH REVISED 08-15--�03 A_ ❑ SAMUEI A. G�Et�taER�x, E. +�3245 IN Ili! a F a GRADE -- _ a T,I�r' 4-I. NLlYN4-},_ �tomlZ2 ®CREATED 01-02-02 �o P.O 80X 3� - �OLLO A ®III �A 33012 6 MIL VAPOR BARRIER /�\\ \ `\\` :- = �. p \\ SEE PLAN FOR REQUIRED CONNECTOR n IJIN Ja SEI`ESON'{ ° ® L �1 , F.E.F� 0 SI50 I G I V f i I i �. ES 4510@71EIE DRAiMNGS AND DESIGNS ARE THE ,1mT PROPERTY OF DM= ENG�MURG, P.A. AND THE \/\// �j • • �/ �� CUENT ON IRIS PROC7 ANY REPRODUCTION (H2 UNAUTHORI7FD USE 15 PRDHI� CLEAN POISONED AND COMP. � � � �\N � � � /� [l ALI A55AS HAKIM, PIE—, 45(o186 3 SEC. GUST SOIL.. (95% MODIFIED PROCTOR a° a a d Q � - � PER ASTM D1557) ��r� (3) , CONT. ON 3" CHAIR LOAD 3 ,4 '.i1�C / >C�' i?f 4ic i2>��"1 TO Tf-E SEsT o>- THE �INMR,$ KNOW WGE AND BELIEF, t4-!I" J� (3) #5 CONT. ON 3" CHAIR " " " W/ 3" MIN. CI-EARANCE LENNAR HOMES /� t �^�, $TR�IC:IURAL, PLAINS AND SPECIPIG4tiON3 COMPLY Illl'Ci-I i4-Llr STD. 90' HOOK " W/ 3' MIN. CLEARANCE 8 1 -$ $ f-k�� HEADER DETAIL �`" FLORIDA IBUILDIN, CODE, SECTION 160 ? FOR 120 MPN 3 SECOND 8C�� 1�tOTEp ,�°a GUST, E»c 1111ND XONE (200f EDITION). i'A1"fF'A 1�IY631 (SEE DETAIL) 2O SCALE: N.T.S. �.�' THIS DRAWLNfs AND DESIGN IS VALID 1=oR 12 I DT i/ZtfD Iv: /Lots/sT 200 ast ALTERNATE FOOT INS INTERIOR 2-5TOR-T- FiA�IE 5ECTf ON, H DATE IT IS Wx AND sI�,�LI=D. TW5 �R T� SCALE: �%"=I'-O° S�. SCALE: 3�4"=I'�O' GJ SZ*W AND SEALED FOR TNT: STRUCTURAL PORTION OF THIS TYPICAL 2-STORY SECTIONS 4 DETAILS DRAWINGS ONLY, 84 Ill i—I 5.7' —1 i VFTRI.u1�lCb NII `abTumTAt.uJT. 1�6—`116Lii SCISSOR TRUSS REFER TO SECTION 1 A ON SHEET 53.1 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 / v 2" x 4" RAT RUN BRACING @ `ICI J1K (-BUSS o 24" O.C. ON TOP OF BOTTOM / 1 /4" TO 1 /2" GAP BETWEEN �. \ CHORD FOR (4) TRUSS SPANS II TOP PLATE & TRUSS \ \ ATTACHED W/ 2-16d @ EACC TRUSS JOINT o SIMPSON / Ej PSON A44 W/ 8— 10d @ 48" O.C. 2" x 4" BLOCKING END NAILED W/ 2-16d @ 24 O.C. (MAX-) WOOD FRAME EXT. WALL y " 2" x 4" BLOCKING (TURNEDa SIMPSON SP2 @ FLAT) NAILED TO TOP PLATE EVERY OTHER STUD W/ 5-10d NAILS , SIMPSON A44 W/ 8— 1 /2" NOMINAL PLYWOOD OR 1Gd @ EACH TRUSS O.S.B. NAILED W/ 8d NAILS @ WOOD FRAME EXT. WALL 4" O.C. BOUNDARIES, 6" 0"C, WOOD FRAME EXT. WALL EDGES, & 12" O.C. FIELD SIMPSON SP2 @ 2x8 STUDS AT 16" O.C. SIMPSON SP2 @ 1 /4" TO 1 " EVERY OTHER STUD EVERY OTHER STUD ,r L GAP BETWEEN 2x8 STUDS AT 16" O.C. TOP PLATE & TRUSS SIMPSON SP1 @ ZE EVERY OTHER STUD S.B. NNAILED W/OMINAL Y8d PLYWOOD @ K.O_ BLOCK W/ (1) ) I 1 /2 NOMINAL PLYWOOD OR O.S.B. � #5 CONT. & FILLED 4 O.C. BOUNDARIES, 6 O.C. u, NAILED W/ 8d NAILS @ 4" O.C_ 2x8 STUDS AT 16" O.C. EDGES, & 12" O.C, FIELD BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP1 @ t SIMPSON SP1 @ 1/2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD EVERY OTHER STUD 48" O.C. W 2" DIA. x 3 16" I K.O. BLOCK W1 (1) PLATE WASHER (TYPICAL) K_0. BLOCK W/ (1 ) #5 CONT. & FILLED #5 CONT. & FILLED 1 " x 2" P.T. FURRING STRIP I 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" I PLATE WASHER (TYPICAL) 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) { ii 1 " x 2" P_T, FURRING STRIP 1 1 " x 2" P.T. FURRING STRIP NON-5EARING EXT. <NEE -WALL 1 MASONRY WALL. (DESIGNED AS CANTILEVERED) SCALE: 3/4' = t'_0= NON-5EAfRING EXT, <NEE -WALL C SCALE: 3/4' = V-08 i z NON-5,4RING EXT_ 'KNEE -WALL 1,4 SCALE: 3/4" = i'-0' S� REFER TO SECTION 1A ON SHEET S3.1 FOR X--BRACING, AND TOP f SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS / CHORD BLOCKING INFORMATION EI SIMPSON H10 OR EQUAL 2x4 0UTLOOKER @ 24 O.C. \ @ EA. OUTLOOKER WOOD TRUSSES SIMPSON A34 CONNECTOR i�\> \\ 2x4 RAT RUN BRACING ° W/4-8d x 1 1 \2" INTO BLOCKING AT 24 O.C. ON TOP OF f TOP CORD BLOCKING FOR FIRST FOUR ROWS \ TRUSS SPANS ATTACHED BOTT. CHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL ��� MAx (2} 3/16x1 3/4 TAPCONS INTO PRECAST NOTE: MAINTAIN MIN. � 8d © 6"0/G 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS 2 x 4 "1 ON TOP OF PANEL 1 7/8" EDGE DIST. ON PRECAST) W/ NT - 16d AT EA. TRUSS AT RIDGE FASTENED BLOCKING, FASTEN WITH 1 2" COX PLYWOOD OR 7 16" OSB JOIN 2 x 4 BLOCKING W/(2} 1Qci TOE AT EACH JOINT W/ 10d x 3" @ 4" O/C � / / NAILS @ EACH END @ 24" O/C (TYP) / SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. 2x4 BLOCKING C� 24" O/C (2) 10d x 3" i BRACING W/(3) 10d x 3" o ° ° o EDGES AND 12" O.C. FIELD W/ 2 - 16d TOENAILS @ EA, END @ EACH CONN. ®24' o/c j CABLE TRUSS 1 \2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL � °MIN WB W/ 1 3/8 DRYWALL NAI LS OR I DRYWALL SCREWS 7" 0/C CEILING ARCHITECTURAL FINISH j RIDGE G "L" BRACE TO EXTEND AT LEAST & 8" 0/C WALLS 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) INTERIOR HIP VAULT; SILL 2 x 4 24" O.C. 4N 4 F.-I 17Z 2 x 4 PANEL BLOCKING @ 48" O.C. 6:12 SLOPE CENTER 0 EXT_ WALL CONN. a 2 x 4 NON-STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. FRAME KNEEWALL INTO BOTTOM CHORD. 10d x 3" @ 3" 0/C THROUGH NON - LOAD 5E,4RING LOCATION • 2 x 4 P.T. CHORD INTO 2 x 6 ' P.T PLATE tER TO DEraiL A/51 t=O O. MORE INF, SIMPSON A34 MOISTURE BARRIER W/4-8d x 1 1 /2" INTO BLOCKING & (2) BOND BEAM 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF)-=45--65- EXT. WALL CONN, a ,�I-T_ NON - LOAD � EARING LOCATION .� � BRAGINCH S REQUIREMENTS STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" 1" BRACE 16 O'0" — 4'-5" 4'-5" — 8'--0" 8'-0" — 12'--0" 12'-0" •�- 16'-0" 24" 0'-0" — 4'_0" 4'-0" — 7'-0" 7'-0" — 10'—O" 10'--0" — 14'-0" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" FULL #2 HEIGHT S.P.F. @ 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. � LONG DRYWALL SCREWS COMPLYING .: ❑ SAMUEL A" GREENBERG, PE. #3424r, , WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ T�Ui �` ����' ��. a�122 FROM END WALL @ 4" 0/C TYPICAL U5P LTPA @ 48" 0/C (TYP.) I ❑ UJIN Je BANS®N;, $�'9a 3 1 /2" DIA. BOLT @ 24" O.C. ❑ ALI A55A5 MINIMUM 6" FROM PLATE SPLICES N,4KIM, F.E. 616( W/ 3/16" x 2" DIA, PLATE WASHER REFER TO DE'1AIL A/81 FOR MORE INFO. NOTE: N"5" 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Ao SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. CREATED 01-02-02 ENGINEERING, PA. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH G,45LE END DETAIL AT HIf S! AUj....T � 120 MPH� @THESE DRAWS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND ' E 10dx3" NAILS @ 4" O/C. ST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PRONIBHED, - 2Gt73 3 SEC. GU J SC, L • 1�1:.5_ TO THE f3r=sr OF TW INEER'S `IcNOWLEDGE AND 5EL1 F, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE I; FLORIDA BUILDING CODE, SECTION 1606 FOR120 MPH 3 SECOND SEAL LENNARHOMES GUST, ExPO5URE `B' WIND ZONE (2001 EDITION), SC ALE NOTW DRAUN THIS DRAWINCx AND DE51GN 15 VALID FOR 12 MONTHS AFTER THE TAMPA DIVISION DATE IT 15 SIGNED AND SEALED. VATTr= 1/2/o2 N: /BLOCKS/STD 2001 "aIGNEO AND SEALED FOR THE STRUCTURAL PORTION OF TWI5 DRAWING ONLY.FRAMING IN COielN CT 1 ON T, DALES DE J05 NO. I=M - 502-f 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 F2x4 OUTLOOKER ® 24" O.C. 2x4 OUTLOOKER ® 24" Q.C. • • • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' I OF TRUSSES 0 EIS OF SHEATHING TYPICAL OF TRUSSES g EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL 2x4 CROSS BRACE ® EA. TTAOKER SIMPSO H10 OR EQUAL 0 48" O.0 ® EACH JOINT I 4° MAX 0 EA. TLOOKER W/{2) 1Qdx3" SEE STRUCTURAL NOTES AND NAILING 2x4 CRASS BRACE , 4' MAX. "L" BRACE TO EXTEND AT LEAST SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS ® 48" O.0 ® EACH JOINT X j 90% OF WEB LENGTH (SEE TABLE ON SHEET �• 2x4 I UTLOOKER 0 24" O.C. W%(2) tQdx3 "L" BRACE TO EXTEND AT LEAST I 907 OF WEB LENGTH (SEE TABLE ON SHEET 53) ATTACHED W/ 10d NAILS �+ 4" O.C. • S3)ATTACHED W/ 10d NAILS Q 4" O.C. { VERTICAL WEBS 0 GABLE END , • I @ ARE 0 16" O.C. VERTICAL WEBS 0 GABLE END TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' � I ARE ® 16" O.C. 2x4 PANEL BLOCKING 0 48' O.C. I /� 1 /2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES o EDGES OF\SHEATHIING TYPICAL SIMPSON HID OR EQUAL. 1 /2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-�-O" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. 2x4 CROSS BRACE �. \ 1 I 0 EA. OUTLOOKER 2x4 PANEL BLOCKING ® 48" O.C. r,,�2) SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12' C.C. FIELD " ' •,' FOR THE FIRST 8'-0" OF END WALL EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16•--d TOENAILS i 0 48 O.0 ® EACH JO!N r ..- _ W/{2) tOdx3" 1 ,d kX. FROM EA. END TYP. BOTTOM CORD t6d ONE 01d EACH SIDE OF "T" BLOCKNG2} 16d. ONE QN EACH SYDE OF T" BLOCKING I ATTACHED W/ (2} 16—d TOENAILS 2) 16d DBL. 2X4 HEADER I "L" BRACE TO EXTEND AT LEAST DBL. 2X4 HEADER • 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)� 2x4 "T" ON TOP OF PANEL SIMPSON H10 I ATTACHED W/ 10d NAILS 0 4" Q.C. w BLACKING. FASTEN WITH OR EQUAL ' • 2x4 "T" ON TOP OF PANEL SIMPSON H10 • 1 Odx3" ® 4" O/C SIMPSON SP2 I VERTICAL WEBS 0 GABLE END BLOCKING, FASTEN WITH ARE 16" O.C. 10dx3" ®4" O/C OR EQUAL SIMPSON EQUAL I OR EQUAL i SIMPSON DTC 016"O.C. W/(2) 8d �e I I SIMPSON DTC 016" O.C. W/(2) 8d TO BOTTOM OF GABLE & (4) 8d INTO 2x4 PANEL BLOCKING 0 48" O.C. 1 1/2" CDX PLYWOOD OR 7/16" OSB TO BOTTOM OF GABLE & (4) 8d INTO � 2X4 W/ (4) 1Od 2 x 6 SILL PLATE FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. 2x6 SILL PLATE AT EACH END e FROM EA. END TYP. BOTTOM CORD I EDGES AND 12" O.C. FIELD 2X4 W/ (4} 10d ATTACHED W/ (2) 16—d TOENAIL I AT f*ACH END w.,.. (2) 16d, ONE ON EACH SIDE OF 'T' BLOCKING C.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE .- • C.J. SILICON 1/4" GAP — (2) 16d • BL 2X4 HEADER W/ 1/2 . DIA. BOLT �+ 48" • O.C. & 6" FROM PLATE - 2x6 P.T. SILL PLATE KNOCK —OUT BLOCK W/ (1) #5 CONT, " KNOCK —OUT BLOCK W/ (1) #5 CONT. x4 ON TOP OF PANEL SIMPSON H100. SIMPSON RTC ifi"O.C. W 2} 8d W/ 1/2" DIA. BQL7 ®48" 2X4 SPF FRAME WALL SPLICES W/ 3/162X4 SPF FRAME WALL BLOCKING, FASTEN WITH OR EQUAL • • /( O.C. & 6" FROM PLATE STUDS ® 16. O.C. ONC. LINTEL W/ (1) #5 CONT. x 2" WASHER " CONC. LINTEL W/ (1) #5 CANT. � 1Odx3" 0 4" Q/C TO BOTTOM OF GABLE & (4) 8d INTO SPLICES W/ 3/16" MAX. •. MAX. 16 O.C. 1 SIMPSON SP2 2 x 6 SILL PLATE x 2" WASHER u U OR EQUAL SIMPSON SP2 Z!:2• OR EQUAL OR EQUAL SP2 I I MANUFACTURED WINDOW W/ OR EQUAL I MANUFACTURED WINDOW W/ 2X4 W/ {4) 10d DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA1$-.-----FRAME. SEE DET. 8/S2 FOR DBL 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 ---- FRAME. SEE DET. B/S2 FOR ILI Qj AT EACH END C.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 INTO DBL 2X8 ON EACH SIDE OF WINDOW KNOCK —OUT B2X4 P.T. SPACER LOCK W/ (1) #5 CONT. 1 CONC. SILL ii I I CONC. SILL LJJ 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW <[ 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW I 2x6 P.T. SILL PLATE (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN i I OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 1 2X4 SPF FRAME WALL 36"} W/ 1/2" DIA. BOLT ®48" STUDS 0 16" O.C. I I 2X4 TOP PL. I O.C. & 6" FROM PLATE MAX. _ _ MASONRY WALL (DESIGNED r' _.MASONRY WALL (DESIGNED SPLICES W/ 3/16 2X8 P.T. W/2 ROWS OF 3/16'0 — MASONRY WALL (DESIGNED AS CANTILEVERED) AS CANTILEVERED) x 2" WASHER x21/4' TAPCM& 012' O.C. (MAX,) AS CANTILEVERED) I I I 2X4 P.T. SPACER I RE —BAR BEYOND —SEE FILL CELL (t} ROW 2X BLOCKING SEE TYPICAL GABLE END BALLOON 1 RE —BAR BEYOND —SEE FILL CELL FRAME DETAIL FOR FRAMING DE' I ON PLAN ON PLAN I MID —HEIGHT FOR WALL AILS B2X4 SPF FRAME WALLEYOND WINDOW {SEC. A/S6) � � STUDS � 24" O.C. HEIGHT < 8'-6" AND (2) ( 2X4 P.T. W/ 1/2.0 ",1" MAX. ,3 ROWS 0 1/3 PTS. FOR 2X4 P.T. W/ 1/2"0 V I II BOLTS 24" O.C. p ILI WALL HEIGHTS > 8'-6' BOLTS ® 24" O.C. 2X4 P.T. SPACER 2X4 P.T. W/ 1/2.0 J. j SIMPSON SP1 I I II SEE SECTION A 51 FOR TYPICAL II OR EQUAL I / SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOR TYPICAL FOUNDATION AND BLOCK WALL BOLTS 24" O.C. SEE SECTION A/S1 FOUNDATION AND BLOCK WALL I I FOUNDATION AND BLOCK WALL FOR SLAB DETS.A DETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 II DETAILS 6 FOR SLAB DETS. I FOR SLAB DETS. K s I \//\\/f 2 >a a u is `C''I(FICAL ALTERNATE BALLOON FRAME GA5LE AND LTERNATr 5,4LLOON FRAME 6 GABLE END OVER WINDOUJ ; ALTERN,4TE 5AL.LOON FRAME G,4115LE END OVER WINDOW C NOT TO SCALE 5� Nlr, -GE MALL DESIGN NOT TO SCALE CJ FLI.1,31-1 W,41_L D 81C�N NOT i0 :5C,4L1= a a THIS DE51GN IS FOR A MA60NR'Ir HOME WITH A GABLE ENDWALL 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 TRANSITION FROM MA50NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MA50NRY" TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION 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 PROVISIONS GIVEN IN SECTION 211-. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PR0VI510NS GIVEN IN SECTION 2111 �y THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILINC-;) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF COIF CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM, DIAPHRAGM. DIAPHRAGM, c F] SAMUEL A. GREENBERG, F.E. 034245 �] THUS" H. HUYNH, I.E. 0122 i IRUJIN J. 5ENSON, RE. 041:�15I c t ALI ABBAS HAKIM, RE, '561 , TO TWE BEST Cr- TF-4EE E sINEER`S IQ�fOWL.EDGE AND BELIEF, T14E I STRUCTURAL PLANS AND SPECIPICATIONS Co -PLY IUIT� 4 TWE PLORIi3A 13dILDIN43 CODE, SECTION I&f2lro FOR 120 MPH 3 GUST, EXPOSURE V WIND ZONE (2001 EDITION) THIS DIRALUtWx AND DESIGN IS VALID FOR 12 MONTi46 Api°ER THE DATE IT IS SIGNED AND SEALED. � CREATED a5--2z—a2 SlfGZN4EloNGAN0oNLsYEALEp f:ORT4 4ESTRI.ICTUR4LPORTION THIE'. �N�iN�R6N, MO. SOX 34W - APMLO MEACH - FLORDA - /� �y M - ( )64b 0166 FAX - (813) 645 120 M ii go +4$10 OTHESE D" ON�SPRUJECT.AND 1M ARE TRE JOINT ANY REPRODUCTION �2R UNARTUTHOR E➢ USE IS PRffiIS�ITEA � AND THE aoo3 3 5EG. GUST SEAL LENNAR HOMES SCALE NOW TAMPA 01*0610NIRAW B.vm OATS 5/22/02 N11/1IL]CKS/M 2001 15AL .00N FRAMIWG DETAILS OE JOe NO. PM A 5021 15 , ,. .;., A, I I �j tl i:: I - - - 1 I— I III. I Llirflll111 I I . il.,_II I :d. MODEL: 11 0RW ____ 4 (25.: G,A._ -IEl SKIN} MODEL: 12QRW4 `2 GA. STEEL SKIN) OPTIONAL DSB GLASS OR 1 /8- ACRYLIC LIT% (SEE SEC;T!Fi f3 (1) INTERMEDIATE STILE � 30 kA WN. END STILES ATTACHED TO DOOR ATTACHED W/ TOGESIVE ( ((TOP & I30T)ALONG CENTEf71 AND URETHANE ADHESIVE (7 SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA_ MIN. STEEL A TOP, BOTTOM & CENTER). SKIN COATED WITH G-6C GALVANIZING, BAKED --ON PRIMER AND A BAKED --ON POLYESTEF In TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. a n n i n it 1 I �`' LOCK POSITION Fl (BOTH SIDES) TWO PCI NT LOCKING .. r- ONE 3" TALL x 20 GA. 50 KSI MIN, U-BAR PER DOOR SECTION- END STILE SUDS BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LO•,,K ON EA(H SIDE ! or b66R. WSIDE 1zQ>4LT 3" TALL U-BAR 20 GA. GALV. STEEL K 50 KSI MIN. 3" T 7 fj GA, GALV. STEEL TOP ROLLER BRACKET, EACH 8RACKET AiTACHM W/(3) #4gs"t'" SHUT Mktw SCREWS, LAP JOINTS. v. STEEL 14 GA GAL END HINGE, EACH FASTENED TO END sF4taF5 1°%(4) ##1 4x5/8' B" H MFTAL SCR iSc .4 3 SEtF �[° l 1 i4" � TAPPI NG SCREWS. ' TALL x 20 GA. GALV- 'EEL U-BAR. ONE U-BAR R SECTION, EACH U-BAR ATTACHED TH TWO 1/4"x3/4" SELF TAPPING TREWS PFJ2 Sf1LE LOCATION. 0 0 0 n CD z w R.. 0 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET, EACH FASTENED TO WOOD JAMB WITH (3) 5/16"xl-5/8" WOOD LAG SCREWS, TRACK CONFIGURATION DOOR HEIGHT "L" 6'_6' 70, 2 GALV. STEEL TRACK 7-0" 76 MIN. TRACK THICKNESS: -060" -82 8 -O 88 TYP. 2-1/2"x12 GA. GALV_ STEEL TRACK BRACKET- (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14x5/8" SHEET METAL SCREWS LOOK OPTION 13 GA. GALV. STEEL BOTTOM BRACKET - ATTACHED WITbf TWO #44x5/8n NOTE I SHEET METAL SCREWS. Ott a DOORS UP TO 7'-0" HIGH CONSIST OF 4'' SECTIONS (SHOWN}. yr\ O DOORS OVER 7'-D" HIGH CONSIST OF (5i SECTIONS (1 01- SHCSWN), ALUMINUM EXTRUSION FRONT FRAME WITH U_V, �1/4„x3/4" SELF & VINYL WEATHERSTRIP, COATING ON OUTSIDE SURFACE TAPPING SCREWS. ACTION A -A (St I VIEW) 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE n r, VERTICAL JAMBATTACHMENT (C-90 BLOCK OR l � 11 OPTTOI TAL 10 SCREW SSB GLASS OR 2,000 PSI MIN CONCRETE COLUMN)' WINDOW L1TE 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC LITE STOP MOULDING BY BOOR INSTALLER (TO SUIT) (C-90 B BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE SECTION -B 2x6 YELLOW PINE JAMS' 20 GA. MIN- GALV, STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER PSI M[N. Ci7NGRECE}. WASHERS 1NGLUDEq WfiH8x3/4" PAN HEAD SCREW REQUIRED RE (10 SCREWS PER L .D / TTF' SLEEVE ANCHORS, 1-1 4" O. MIN. WASHER'S 20 GA. GALV. STEEL INTER. STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH lNTE BRACKETS FASTENED GA, N ATO GALV. S OD JAMB MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES STIL TRANSFER LOAD. ONTO VERTICAL TRACK. WITH ONE 5/16"x1-5/8" LAG SCREW ONE SNAP LATCH ON PER TRACKF DOOR- 18 GA. GALV. STEEL CENTER HINGE INTER. STILE FASTENED TO INTER. STILES W/(4) e OUTSIDE 2" GALV, STEEL T#14x5/8 SHEET METAL SCREWRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES S. OUTSIDE KEYED HANDLE 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 WITH ONE 1 4"x5 8" BOLT & NUT 4 1 4" 3 4" SELF TAPPING SCREWS PER END HINGE STILE Elio STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR . / OR TWO 1/4" DIA, RIVETS. x OUMDE KEYED LOCK• 2 DIA. SHORT STEM, 10 BALL STEEL ROLLER. INSIDE HANDLE (,CZCK BAR LOCKING AAME CONFIGURATION OUTSIDE KEYED LOCK DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. PREPARATIQN OF JAMBS HY OTHERS_ SECTION C-C SNAP LATCH LOCK OPTION TESTS LOADS: +37.5 P,S.F. & -48.0 P.S.F. 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 8'0"H 1/2"x3" LAG SCREWS ON 24 CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK COW ft,&v Padlcb Camp."y All F64H. Rse«. d. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING The pr qem tS dBpiCW fiemin ate the sale D aOeliV SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. the C opoy Bu dmq Produda Campaes:and moy n reProd-d . _q farm viM- if9 wr,ttsn Po,mrss�on. MODEL: 11 QRW4 (25 GA STEEL SKIN MODEL: 12ORW4 (24 GA STEEL SKIN (5) INTERMEDIATE STILES FOR 16' WIDE DOOR. 20 GA, MIN: END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM AND URETHANE ADHESIVE (ALONG CENTER) (TOP, 80TFOM & CENTER). GLASSOPTIONAL SSB OR A /EE SECTION YLIC ITES B)AVAILABL E C,�_, �■ ■ re u ■ �Ir�rrlr '■�"'� r.aai�■.J.■l� �■l■iw. ' � � _�.�r n �rr�rrrri�� �rar■■i�. �� �� ■■Mlili' 'i1rMl��l� �..�I �rl�rr ri 1 • .100- NOTE 1: DOORS UP TO 7'-0- HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). I 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 KSI 3. T 2" THICK INSIDE ELEVATION FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE SSB GLASS OR ---� MOLDED INSIDE 1 /8" ACRYLIC LITE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) VIEW "B" VIEW "C" LOCK POSITION BOTH SIDES TWO POINT LOCKING 3" x 20 GA. U-BARS. U--BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) VERTICAL JAMB ATTACHMENT C-90 BLOCK OR �,,Q_00 PSI MIN CONCRLLL COLUML 3/8%4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR OTAPCON SCREWS O� N16-3/4" CENTERS0 PSI MIN, R( 0)R 00 /4 x" PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED 2x6 YELLOW PINE JAMB WITH TAPCONS, ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OPTIONAL 10 SCREW TRANSFER LOAD. WINDOW LICE 12 GA. GALV. STEEL TRACK SECTION B-B BRACKETS FASTENED TO WOOD JAMB G 5 REW INTER_ ; 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) VERTICAL JAMB ATTACH�H EK (WOOD FRAME BUILDINGS): #14x5/8" SHEET METAL 1/2"x3" LAG SCREWS ON 18 CENTERS_ 1-•1/4" O.D. MIN. OUTSIDE KEYED SCREWS. WASHER REQUIRED, LAG SCREWS MAY BE COUNTERSUNK HANDLE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE- HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 14 GA, GALV. STEEL END HINGE. EACH FASTENED TO END QUTSIDE KEYED LOCK 1 STILES W/(4) #14x5/8" SNAP LATCH LOCK OPTION METAL SELF J &HEET (4) / 3/4R END SLIDE BOLT TAPPING SCREWS. STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE 3" TALL x 20 GA. GALV. STEEL U-BARS LOCK SIDE EACH SIDE INTER. - STILE IN A 2-1-2-1 PATTERN (LE. TWO U-BARS OF DOOR. = ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED INSIDE SLIDE BOLT WITH 1/4"x3/4" SELF TAPPING SCREWS LOCK OPTION PER STILE LOCATION- OUTSIDE HANDLE SECTION A -A SIDE VIEW) I I I ) -13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. OUTSIDE KEYED LOCK LOCK BAR LOCKING 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. x c� TRACK CONFIGURATION w DOOR 0 HEIGHT L O n 6 2" GALV. STEEL TRACK, -0 �g s:.060" MIN. TRACK THICKNES 7 -6 82 � w s t� TRACK . A. GALV. STEEL CK BRACKET P. 2-•1 " 12 G G L SEE TY 2 x / S PER SIDE 4 TRACK BRACKET' ( FACTORY ATTACHED). () z w nrN #14x5/8" SHEET METAL SCREWS 0 0 0 1 /4"x3/4" SELF TAPPING SCREWS. 14 zCA. END HINGES 1d CA 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 WITH ONE 5/16 x1 ^-5/8 LA C r SNAP LATCH ENGAGES PER TRACK BRACKET. 7/16" 1,D, ROUND PUSHNUT 18 GA. GALV, STEEL CENTER HINGE ONTO VERTICAL TRACK. FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) ONE SNAP LATCH ON #14x5/8" SHEET METAL SCREWS. EACH SIDE OF BOOR. 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV, STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND WITH ONE 1/4"x5/8" BOLT & NUT f4) 1/4"x3/4 SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4" DIA. RIVETS_ END PREPARRATION OF JAMBS BY OTHERS. STILE 2" DIA, SHORT STEM, 10 BALL STEEL ROLLER. HANDLE JAMB CONFIGURATION SEOON NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF STILE RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF THIS DRAWING. TEST LOADS: +36.0 PSF & --37.0 PSI" MAX. DOOR SIZE: 16'0"W X $'OH MANUFACTURED / PURC0SED SHEET SHEETS DRAWING NO, RE LOCK BAR MANUFACTURED 1 1 10198fl I ENGAGES IN TRACK ON DES. BY CHECKED BY EACH SIDE DESCRIPTION OF DOOR, MWW MWW Clopoy Elwld'mg Products Company AIL. Rights Roamed. The arrangements depicted herein are the sole property of the Ctopoy Budding Products Company and may not be reproduced in any form w,thout its written permission, NUA I R 51 NO LE HUNG H I NDON SGHEDULE TESTED PER ANSI/AMMAINY�1 OA 101 /152 GALL 51Zt= MANUFAGTURER 5ERIE-5 # DE510N PRESSURE (i'SF) DESIGN 5UGTION (PST=) IA25H (1/2 325H) q00 +75,0 -80.0 225H ado +75.0 _bO.d 325TI Goo - +b3.2 W-=-...... /� €/ 33 I 3 2 5H) ( GOO + -r5.o -& O.O 23 qO0 - - - +� s 335H_.--_5- I;�45H I/2 345 H a00 --_ -_ s+bS.q�:�-__:�: ":_V-�- =_ .: ::_ �•=-:���: 2. 345H aOo- IA55H I/2 3551 E) CIOD =__:+ 4d --- = 2-55H aoo 355H GOd IA65H (1/2 365H) q00 265H q00 565H 400 -. +2b G +15.0 O.O 20205H q00 30205H q00 +75.0 402C5H qO0 +`75.0 20305H GOO +'15.0 -bO.O 30305H �i00w�_�-`E-�+r✓-b.l^�. ��-�__:•=..-�-: Y-:=_5b�;_s �10305+ t C100 =='+43.2 _ 20405H q00 + 15.0 -50.0 30405H G00 -:_.- .•t__.. _.. __..__..- ;. .._,.-T_ :::- 40405H q00 2050 H TOO 30505! I GOO�q.2 :. 405osH ado _..._ .. - 30605H q00==-=+42.0_='-42.0==`, 40CbGeH q00 NUAIR HORIZONTAL ROLLER HINDON 5GHEDULE TESTED PER ANSI/AMMA/NL�LI�IDA 101 /152 GALL SIZE MANUF,AGTURER 5ERIE5 # PE516N PRESSURE (PSF) DE510N SUCTION (PSF) 2020HR OH2 / 0H3 +50.0 -b0.0 5020HR OH2 / OH3 +50.0 -80.0 4020HR OH2 / OH3 +50.0 - = - ... . 5020HR OH2 / OH3 +50.0 6020HR OH2 / OH3 +50.0 -_ _ -51 f .. . 2030HR OH2 / OH3 +50.0 3a3O1HR OH2 / OH3 +50.0- 4o30HR 0H2 030HR OH2 / 01-k3 6030HR OH2 / OH3 2040HR OH2 ! OH3 +52.0 -80,0 3040HR OH2 / OH3 YE 4040HR OH2 / OH3= 5a40Hi2 OH2 ! OH3 3fi.f=_=:_-::.=. _ .-E- ...._....-._._..... _.._..__..-...- .. T.. 6040HR OH2 / OH3 205t?}-IR OIi2 / OH3 •+�a0.0 ��_�T:`��-7-F'�==N:--: 3050HR OH2 / OH3 -__.�_. _..._...r-� 4050HR OH2 OH3 +2b.1;=�.�_ -=--;-s-26,i:��•�';�'����-,. 5050HR OH2 / OH3 NUAI R 5L I D I NO C LASS DOOR SCHEDULE TESTED PER AN51/AMMA/NNAPA 101 /152 GALL 51ZE MANUFACTURER SERIES # DE51GN P E55URE (PSF) DESIGN 5L)GTION (P5F) 5068 SOD 200 +30 -64,b 6d68 560 200 +30 -55.0 8068 Sep 200 +30 q0b& 5CD 200 +50 -55.0 THERMA-TRU DOORS EXTERIOR DOOR 5GHEDULE T•E5TED PER AN51/AMMA/ NI -"PA 101 /152 LOCATION CALL. SIZE R/0 SIZE MANUFACTURER DE5GRlPTION DE516N FRE55URE (F'5F) DESIGN SUCTION (i 5F) OARAOE 28b8 (2/8 x 6l8) 34 1/2 x r32 1/2" #100 FLUSH STEEL, +25.4 SERVIc� DaOR +25.q -�.-� POOL ATN. OL B 24b 2/4 x 6 8 12x8212 32 / / II ONE LITE STEEL FR.ETLG # i 80 L 25.q -34 7 _. DOOM 2668 /6 x 6 8 f2 / ) 2t/ x82I2" 3 2 / #118 ONE LITE STEEL_ >=RENGI-1 +25.cf _ BREAKFAST TO 2668 (2/6 x 6/&) 32 1/2 x 82 I/2" #128 TEN LITE STEEL FRENGi-I +25A -34.7 LANAI DOOR +25.q -34• f EXTERIOR (2)2068 (4/0 x 6/80 51 1/4 x b2 1/2" #1085 15 LITE 5T�L FRENCH +24,-T -52-4 FRENC-H (2)2668 (5/0 x 618) 63 1/4 x 62 1/2" #108 15 LITE 5TE.J_. IFIRENGH +24.7 -32A DOOR (2}28b8 (5!4 x 618) 6T I/4 x 82 I/2 108 I LITE STEEL FRE 32. f2)3o68 (6/O x 6/8) `TS 1/4 x 82 I/2° # l08 15 LITELLTE STEEL_ f=1�ENGf- i 24.7 - § 32,4 I FOR 8' „ H UNITS O IOIH 15 i^1 x q& 12" I MAIN ENTRY DOOR 3o6b (3/0 x 6I8) 3b 1/2 x 82 112" #208 STEEL 8 PANEL +25.q (2)2bb8 (5/0 x bl8) 63 1/4 x 82 I/2" +243 -32.4 (2)2868 (5/4 x 6/8) 67 1/4 x 82 1/2" +24.7 -32.4 (2)3068 (6/0 x 61P) -15 V4 x &2 €/2" +24, t 32.4 (2)3080 (610 x 5/0) -75 114 x ct8 1/2" +24.7 -32.4 MAIN ENTRY DOOR 30bb (3/0 x 6/8) 3b 1/2 x 82 1/2" #FG-60 6 PANEL. EIBERGLA551G +25.q -34,7 (2)2668 (5/0 x 6/8) 63 I/4 x 82 /2 " +24.�7 -32A (2)2;%8 (5/4 x b/8) 67 1/4 x 82 112" +24.7 -32A i (2)3Ob8 (6/0 x b/8) 75 1/4 x 82 1/2' +24.7 - -32 4 (2)30b3 (6/0 x al0) 'F5 114 x 'T� 1/2" MAIN ENTRY DOOR 326P (3/O x 6/8) 38 1/2 x b2 I/2" #FC-60 6 PANEL FIBE[2GLA551G OR #FG-2000 I LITE FRRENGH F1BET2GLASSlG ; ( CUSTOMER GHOIGE ) +25.a +24.7 -34.-F I -52.4 2. O 2 26b 5/ x 6 8 14x82 „ 63 I 1I2 (2)286e, (5/4 x &/8) b7 1/4 x 82 112" +24.7 -52.4 (2)3068 (6/0 x 6/8) -15 1/4 x 82 1/2" +24.7 -32.4 (2)3080 (6/0 x 8/O) 75 I/4 x q8 I/2" +24,7 -52.4 BONGO OVERHEAD DOORS, ING. OARAOE DOOR 5C HEDULE TESTED PER ANSI/AMMA/N!^1H0A 101 /152 GALL SIZE TEST L.-OADS PRESSURE (PSF) TEST LOADS 5UGTION (P5F) DESI&N LOB PRESSURE (P5E) DE5167N LOADS 5UGTION (PSF) b x -f (OR 60-100H) +37.5 -48.0 +25.0 -52.0 cl x -T (OR G0100f-i) +3-I.5 _4E3.0_ +25.0 -52.0 Ib x -7 (OR I&O-700H) +36.0 -37.0 +24.0 -24.5 NOTE, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSOO 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, EXTERIOR HINDOWS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMNIA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA I-Y T E ANUFA T R RMA LABEL IDENTI ING H M C U ER, PERF'0 NCE CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE 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 LIP 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 AoCREATED 01-02-02 120 MPH 3 SEC. GUST �7 I ni uClL�ua� u,t�TJlbllT[IIITi i7Bl i ��>:1�:_���-ffUG� I � i T �� � �� 1 �--� rs a HEADER EXnRa t . : ' INTERIOR INTERIOR • PRESSURE TREATED �CK IP (MIN. 2,J' 4 V . aHIR4 • AER I iLt ffiv- ft W@ WITH v 9 • tifNlkM�! 3 i(PANDING FOAM a - IF PER CODE DCIER{OR JAMBS FAQ.: • J i'H[�ts�k-t-i IF NECESSARY, _ SILL USE SHIMS ! INSTALLING TO • _ KEEP IPLUMB & EVEL • - PRE -CASTE TAT. Pa Um d CONCRETE Simi. rT, • SEALANT BEAD SILL JAMBS IF NECESSARY. USE SHIMS WHEN INSTATING TO KEEP PLUMB 3t HEADER • INTERIOR PRESSURE TREATED BUCKSTRIP (MIN. 2V AS SHOWN) SHIM AS NEEDED WINDOW ASIENFR FiLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - iF PER CODE LEVEL 6110F. _ A , PRE -CAST A CONCRETE SILL • SEALANT" BEAD SILL I FAST THR s INSTALLATION DETAILS FOR FLANGE WINDOWS IN screw embedment aft is maintained in the buckstrip. Window F'"IBLE HEADER PLYWOOD fasteners should be located a maximum of 4" from each corner J J FLASHING SHEATHING WINDZONES OF 150MPH OR LESS (DETAIL A) and maximum of 18" O.C. It is recommended that fasteners no 1J Duct€gtnvs IZtuo: be set in a bead of sealant. The exterior joint be installed through the sill of the window. The actual size Of RESISTAWEATHNTFASTSER WINDOW t?I~l+iben tie buckstrip and masonry must also be sealed. the buckstrips should be no less than I I' X 21". Duckstlips BARRIO I FASTENER Buckstrips shall run the entire length of the rough opening. A • buckstrip,is not necessary at the sill if it is re -cast. Al} gaps should be installed using minimum i" X 241' masonry screws, Qat�DR ; WOOD rY P g P y, FACADE ! ....: .. �; r FRAME must be sealed. Buckstrips should be pressure treated yellow to maintain la embedment, and be 18' O.C. --I -.<% HEADER pine, spruce or comparable lumber, In accordance with the • p P P INSTALLATION DETAILS FOR FIN WINDOWS IN � DRYWALL Florida Building Code, a taper, or bevel on the buck is WINDZONES OF 150MPH OR LESS (DETAIL B) OPT�G� M N ) az,d 0y l3ld if the window frame is fully supported by the buckstrip at both the interior and exterior. Installation fasteners for windows s ou d be a INTERIOR FILL INTERIOR VOID WITH minimum W nail or 14' wood screws, with an embedment of .,. MINIMAL EXPANDING FOAM at least I". Fasteners should be located at a maximum of 4" IF PER CODE If usin .-43! thick wood buckstrips: from each comer and 18" O.C. for screws and 9" O.C. for Installation fasteners should be a minimum 6" X 24" masOnry nails. It is recommended that all screws or nails be scaled to screws, installed through the window and buckstrip, into the prevent infiltration of air and water. Product may be shimmed IFoNEEC Y, SHUS masonry. Window may be shimmed as necessary, provided a _ ! O INSTALLING 70 as necessary. minimum screw embedment of 14" is maintained in the Flexible flashing should be installed in a KEEP PLUMB & I:llasonry. Fasteners should be located a maximum of 4" from weatherboard fashion. The top layer should overlay any layer LPL each corner and maximum of 18" O.C. It is recommended that beneath it. The weather resistant barrier sbould then cover the • RESISTANTE fasteners not be installed through the silt of the window. The flexible flashing at the header. The application of the weather BARRIER FINISHED actual size of the buckstrips should be no less than 4" X 2g". resistant barrier will vary based on when it is installed. If it is pR IBLE WF, ER SILL installed after the window, it should be tucked under the sill FLASHING • If using 11)" thick or greater wood bucksh-ips (not shown) flashing and overlap the jambs and head flashing. .IAMBS { ER Window installation fasteners should be a minimum #8 X 1" WR WICA'N ExrERIDE rBcxvRAt. FACADE MR wood screws, installed through the window into the buckstrip. V � IA70N + WINDOW Window may be shimmed as necessary, provided a minimum FASTENER INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, SINGLE FILING WINDOWS 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 6" X 243" 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" 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 4" X 2k". If using I� " thick or greater wood buckstriDs (not shown): Window installation fasteners should be a minimum #10 X 1i " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, providedd a minimum screw embedment of 1t' is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximum of 181' 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 23&". Buckstrips should be installed using minimum jg' X 24" masonry screws, to maintain W embedment, and be 18" O.C. i The window depicted in this drawing is intended for use on typical construction. It is the AMFRICAN ARCNIT&M—RAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MAA-UFA_NMs A s6UFAr b the may be specified project architect. Wind and d pressures vary y y p design Cesare within each state and wm�ER Pce J � P r5' county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLs(800) 282-6627•wWvr.NuAir.ccm load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SE PLIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, AWNING - - - — A02/3 ATW WINDOWS 1N WINDZONES OF 150MPH 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, Buckstripsshall run the entire length of the rough opening. A EXTEMOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, BUCKSTRIP (MIN, ?J' spruce or comparable lumber, In accordance with the Florida INTERIOR AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the - a Q • SHIM AS NEEDED interior and exterior. v WINDOW FASTENER If usin t thick wood buckstrips: f i • Installation fasteners should be a minimum6" X 24" masonry screws, installed through the window and buckstrip, into the i <1 FILL INTERIOR VOID WrTH MINIMAL EXPANDING FOAM masonry. Window may be shimmed as necessary, provided a PtDCTERLOR - IF PER CODE minimum screw embedment of I- " is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer JAMBS FRS and maximum of 18" O,C. it is recommended that fasteners not be FA5E" THROUGH installed through the sill of the window. The actual size of the SUL buckstrips should be no less than 4" X dtf IF NECESSARY, USE SHIMS If using li " thick or greater wood buckstrips (not shown): INSTALLNO TO sIu HED a Window installation fasteners should be a minimum #10 X I" " KEEP PLUMB & • - wood screws, installed through the window into the buckstrip. LEVEL - - - Window may be shimmed as necessary, provided a minimum 4 : ' ---. _ • fl screw embedment of 14" is maintained in the buckstrip. Window - 'JIAT POUF fasteners should be located a maximum of 4" from each corner and © CONCRETEPRE LL CONCRETE SLL nmaximum of 18" O.C. It is recommended that fasteners not be • SEALANT HEAD installed through the sill of the window. The actual size ofthe SILLI buckstrips should be no less than 121" X 2-"- Buckstrips should be installed using minimum -Ig" X 24" masonry screws, to maintain l4" embedment, and be 18" O.C. The window depicted in p this drawl intended 1 s e drawing is inters for use on typical construction. Et is tll 71A1*9 [WAJAMEX CAN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MAAUFAC7UkL5 ASSOCIA'rtUN may be specified by the M&WBER project architect- Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc, meet a minimum of 110 mph (R30 DP) wind Tampa, FL*(800) 282-6627a Www,NuAir.com toad requirements (per AAMA 101); please check local building codes for exact requirements. BARRIER EXTERIOR - FACADE RIGID FLASHING (OPT:, 13Y OTHERS) - HEADER SH'pNG SERIES INSTALLATION DETAILS FOR NON -IMPACT, FIN, BORIZ. ROL- AM DIIZ✓3 AIR LER WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) WINDOW r__--FASTENER Window Installation: !j WOOD Installation fasteners for windows should i ! ='' FRAME be a minimum 12" 4d nail or 6 x 1 j" drywall screw, / ! ^ • HEADER with an embedment of at least 12". Fasteners DRYWALL should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. I 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. 0 1" ! SEALANT BEAD , OSEALANT BEAD IF FLASHING IS NOT ADHESIVE depicted this drawl s intended for use c truction. It is the The window depl I drawing 1 Ater on typical ohs mARCHGAN MAN'UVAMRA responsibility of otters to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES AssocuTTON maybe specified by the project architect. Wind and design pressures vary within each state and MFMWR county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-6627`mm.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. a1L.1* • SEALAWNF BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE FLEXIBLE PLYWOOD FLASHING _ HEADER SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FI=�CE IN WINDZONES OF 15OMPH OR LE2001) SHEATHING & 950 SA HUNG WINDOWS WFATH RESISTANT— WINDOW -FA'aTENER Window Installation: BARRIER Installation fasteners for windows should EXTERIOR FACADE -^; ~;. WOOD FRAME be a minimumA", 4d naiI or 6 x 12" drywall screw, • �. HEADER with an embedment of at least 12". Fasteners / DRYWALL should be located at a maximum of 4" from each RIGID FLASHING-- / (OPT., BY OTHERS) comer and 18" O.C: for screws and 9" O.C. for INiEItIOR FILL INTERIOR VOID WITH nails. MINIMat ING�F� It is recommended that all screws or F PERnails be sealed to prevent infiltration of air and ' • water. Product may he shimmed as necessary. IF NECESSARY. • USE SHIMS WHEN Weatherproofing; �_ Q_ INSTALLINGTO KEEP PLUMB & LEVEL Flexible flashing should be installed in a ! WEATHER weatherboard fashion. The top layer should overlay F1D(IBLE SIR FLASHING any layer beneath it. The weather resistant barrier BLE SHED SI should then cover the flexible flashing at the D(TE1Ri0R WEATHER FLASHING RES leader. JAMBS BARRRER - The application Of the weather resistant EXTERIOR barrier will vary based on when it is installed. If it FACADE` is installed after the window, it should be tucked AN F ISTEENWER under the sill flashing and overlap the jambs and SILL head flashing, • SEALANT BEAD OS£ALAW BIRD IF FLASHING IS NOT ADHESIVE The window depicted in this drawing is intended for use on typical construction. It is the AMF CAN barriers, etc, vapor barn ' i flashing, a ' 't is l• Additional of others to determine if m applicable. Po MANUIIA TORAL responsibility Opp �ASSOCII be by the architect. Wind and design vary within each state and ASSOMC:4RFS On may specified county. All products manufactured project pressures by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL*(800) 282.6627*www.NuAir.wm load requirements (per AAMA 101); please check local building codes for exact requirements. FLD11BtE HEADER PLYWOOD SERIES FLASHING SHEATHING A02/3 ATW WEATHER WINDOW RESISTANT ER BARRIER i ! ExrfRtoR ' E FACADE ; WOOD FRAME HEADER RIGID FLASHING (OPT.. BY OTHERS) DRYWALL INTERIOR WEATHER II FILL INTERIOR VOID WITH BARRIER MINIMAL EXPANDING t�.' FPERCODE IF NECESSARY, ! USE SHIMS -- K� 9 & 1 LEVEL • FLEXIBLE F1iJJtl iff HASHING FINISHED SILL EXTERIOR WEATHER ! JAMBS BARRIER ! - - EXTERIOR •I - FACADE y WINDOW FASTENER SILL • SEALANT BEAD OSEALANT HEAD iF HASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FiN, AWNING WINDOWS IN WINDZONES OF ISOMPFI OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum W, 4d nail or 6 x 1 j" drywall screw, with an embedment of at least 1�'. 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 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. 11FIf The window depicted in this drawing is intended for use on typical construction. It is the MANUFAN etc. i rbarriers, ' iAdditional ash n va ARL7iITECIP)ItAL responsibility of others to determine f it is applicable- fl g, po ANRoi�xu MN may be specified by the project architect. Wind and design pressures vary within each state and MweeR county. All products manufactured by NuAir Inc, meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-6627*w=.NUAir•can load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE PLYWOOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, FIXED FLASHING HEADER NG PW &DPW WINDOWS IN WINDZONES OF 15OMPH OR LESS (per F13C 2001) WEATHER WINDOW RESISTANT ASTENER Window Installation: BARRIER f EXTERIORInstallation fasteners for windows should FACADE s; FRAME be a minimum *, 4d nail or 6 x 1 j" drywall screw, HEADER with an embedment of at least *. Fasteners RIGID FLASHING , DRYWALL should be located at a maximum of 4" from each (OPT., BY OTHERS) 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 FILL INTERIOR VOID WITH water. Product may be shimmed as necessary. MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTALLING 70 Weathetproofing- KEEP PLUMB & LEVEL Flexible flashing should be installed in a FLEXIBLE weatherboard fashion. The top layer should overlay FLASHING FINISHEDany layer beneath it. The weather resistant barrier ! SILL should then cover the flexible flashing at the HER rucbrnwu RESISTANT ! _ header. JAMBS BARRIER The application of the weather resistant EXTERIOR ! barrier will vary based on when it is installed. If it FACADE ' is installed after the window, it should be tucked F IASSTE�NE R under the sill flashing and overlap the jambs and SILL head flashing. • SEALANT BEAD ()SEALANT BEAD IF FLASHING IS NOT ADHESIVE The window depicted in this drawing is intended for use on typical construction. It is the ' UIAN ARCOITEMRAG responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MAN MANUFACTURES ®ASS(ICV.TION maybe specified by the project architect. Wind and design pressures vary within each state and 1 mameeR All products manufactured b NuAir Inc. meet a minimum of 110 mph R30 DP) wind county,P Y P ( ) Tampa, FLO(80D) 282.6627*www.NuAlr.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, HORIZ. ROL- OH2�3 HR LER WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) ..CI 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 • INTT321oR PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, BUcKslRlP (MIN. 2ir spruce or comparable lumber. In accordance with the Florida a� • - As SHOWN) Building Code, a taper, or bevel on the buck is acceptable ifthe window frame is fully supported by the buckstrip at both the v. SHIM as NEEDED interior and exterior. WINDOW ! FAs11�ER If using " thick wood buckstrips: <1 installation fasteners should be a minimum 6" X 24" masonry FILL INTERIOR VOID WITH r• � ! MINIMAL Ex PANDMTG FOAM screws, installed through the window and buckstrip, into the - IF PER CODE masonry. Window maybe shimmed as necessary, provided a JAMBS minimum screw embedment of W is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner 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 NO FASTENERS buckstrips should be no less than 4" X 28". NECESSARY. SHIMS THROUGH SY. SILL (FUSEM If using 1,� " thick or greater wood buckstrips (not shown): Window installation fastenersshould be a minimum #10 X 1i " WHEN: INSTALLING TO • KEEPMB •- wood screws, installed through the window into the buckstrip. _- LEVEL! _ - Window may be shimmed as necessary, provided a minimum ! screw embedment of 11411 is maintained in the buckstrip. Window • tmAT; POLIR133 fasteners should be located a maximum of 4" from each comer and APRE-CAST SILL CONCRETE SILL maximum of IS" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the ! SEALANT BEAD SILL buckstrips should be no less than 1�" X 2j". Buckstrips should be installed using minimum 76" X A" masony screws, to maintain 14" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the FWAIIAMexicAN ARCHmiWMA1, responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. nssocw ONRPS may be specified by the project architect. Wind and design pressures vary within each state and MrWE;R county. All products manufactured by NuAir Inc, meet a minimum of 110 mph (RIO 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 900 IPW&DPW INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, FIXED WINDOWS IN WINDZONES OF 150MPA OR LESS (per FBC 2001) Buckstrips must beset 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 EKIERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must ! IN1ERioR PRESSURE TREATED be sealed, Buckstrips should be pressure treated yellow pine, • BUCKSTRIP (MIN. 2r spruce or comparable lumbar. In accordance with the Florida .4 AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the window frame is £ally supported by the buckstrip at both the v SHIM As NEMW interior and exterior. ! WINDOW 45 ER If using thick wood buckstrips: :Q FILL INTERIOR VOID WITH 13 1 Installation fasteners should be a minimum I e X Zs4 masonry MINIMAL EXPANDING FOAM • - IF PER CODE screws, installed through the window and buckstrip, into the 4 �: , rrtRIOR masonry. Window may be shimmed as necessary, provided a minimum screw embedment of l�" is maintained in the masonry. JAMBS 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 FASTENERS be no less than +" X 2x'. THROUGH RILL If using li " thick or greater wood buckstrips (not shown): sF NECESSARY USE SHIMS Window installation fasteners should be a minimum #10 X li" WHEN ! wood screws, installed through the window into the buckstrip. INSTALLING TO _ KEEPPLUMB& ! ! _ = _ Window may be shimmed as necessary, provided a minimum _ • Q - screw embedment of 1i" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and 4 PRE CASrA • 'jIAT, PouRgb CONCRETE SILL maximum of 18" O.C. The actual size of the buckstrips should be d CONCRETE SILL d no less than 1�' X 2s'. Buckstrips should be installed using SILL minimum'16' X 2.4" masonry screws, to maintain • SEALANT BEAD Ia' embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the P ty Opp flashing, vapor barriers, etc. fEMMAK�IM-WRAL responsibility of others to determine if it is applicable. Additional flash' 1 AI MnnvrACTUkLS AssocunoN 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 (R34 DP) wind Tampa, FL*(800) 282-6627*www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 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 Iength of the rough opening, ! INTERIOR except door sill. AlI gaps must be sealed, Buckstrips should be INTERIOR r PEXTERRESSURE pressure treated yellow pine, spruce or comparable lumber. In BU KIP accordance with the Florida Building Code, a taper, or bevel • on the buck is acceptable if the door frame is fully supported AS S by the buckstrip at both the interior and exterior. NEEDED DOOR FASTENER , If using " thick wood buckstrips: Installation fasteners should be a minimum -11, X 24" masonry screws, installed through the door frame and buckstrip, into the ' I masonry. Door may be shimmed as necessary, provided a , ---- minimum screw embedment of 14" is maintained in the MINIMUM masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. The width of the RECOM- MENDED buckstrips should be no less than the frame frame of the door. AFTER INSiALLAnON, SEAL ps E If using A " thick or ater wood buckstrinot shown): JAMBS HORIZONTAL JOINT BETWEEN TRACK Door installation fasteners should be a minitnum #10 X 1AND JAMB wood screws, installed through the window into the buckstrip. EXTERIOR Door may be shimmed as necessary, provided a minimum ' screw embedment of I�' is maintained in the buckstrip. Door A FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM NECESSARY. fasteners should be located a maximum of 4" from each corner a USE MMi N I S1TO and maximum of 18" O.C. The width of the buckstrips should . KEEP PPLUMB & r1m be no less than the frame frame of the door. Buckstrips should • SEALANT' BAD TRACK be installed using minimum i" X 24' masonry screws, to maintain 1 j" embedment, and be 19" O-C. The door depicted in this drawing is intended for use on typical construction. It is the AN ARcxrrE CMTE rruxAL responsibility of otters to determine if it is applicable. Additional flashing, vapor barriers, etc. T11o4IR MANUFACfURL'S essures vary within r ASSOATON maYbespecified by the project architect. Wind and design pressures n eachstate and MEMBER county. All products manufactured by NuAir Inc, meet a minimum Of 110 mph (R30 DP) wind Tampa, FL •(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 r 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 li" screw. ! Installation fasteners for the track should be a • SHIM FAOR AS ASTENER NEEDED minimum 11" masonry screw. All fasteners should have an embedment of at least 14". Fasteners should be located at a maximum of 4" from each /J corner and 18" O.C. for screws. 'l It is recommended that all screws be sealed to prevent infiltration of air and water. Product may be shimmed up to k if necessary. MINIMUM � TI. JAMBS MENDED Weatherproofing: ! II AL1,AA ER Flexible flashing should be installed in a HORIZONTAL JOINT weatherboard fashion. The top layer should overlay EXTERIOR BETWEEN I BB any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. FILL INTERIOR VOID WITH The The application of the weather resistant SSARY, MINIMAL EXPANDING FOAM A. USE SHIMS d will vary based on when it is installed. if it - IF PER CODE INSTALLING T`O" 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 rr AMBkICAN AxcNTTRcTuRAm, responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc- MANUFACMR6g ASSWAT ma y to be specified b the project chi in and design tar test Wind a pressures within h �:Ar>w+HRk y p y p 1 gn pr vary thin each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind TaETtpa, FL*(800) 282-6627•www.NuA1r.com load requirements (per AAMA 101); please check local building codes for exact requirements. N A 11 6. 0 THERMA-TrU RJSTALLA?I[;N KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smal(er on each side and 1/4' smatter on the header than standard Therrla-Tru rough opening dimensions, Use only a maximum of 1/4" thick shirrs. 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 screws, 'deck screws, and nails are insufficient anchors, and should enot bey substituted for woad screws, Be certain of the number and placement of all screws securing the fro.me to the rou h opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CUNT, AT OPENING SIDES AND HEADER, ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE OFO1 1/4" NBEDMENT INTO THEI MASONRYA JAMBS, INIMUM 6" 6 SPA( EVEI 6" 6" SINGLE DOOR P a u SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES " C 0" -)" -;" {iI I11 Il I it I I II I EI 111 {I1 v E ff3' t&"6 DOUBLE DOOR W/ SIDELITES " 6, .PACE VENL 6 I r — u• ` T-• _ 1' u u AoCREATED 07-02-02 120 MPH 3 SEC. GUST DOUBLE DOOR SPACE -VENLY " IT -'ill , 1 , I;I ) ­�, - i A- r; R , 11 iF i0r]T.T.= , . ,.L ,�; a . -F. SUN? t1S G is 9/16r W. TYP. AT NZio/StIt. SEE CQLUNtf 'A' FaR i AT 14£AD OR ILL %�/ o ter. ,-_aC fir ri •ems D56-tin1AN. CL tF! t! ii w 3G 1 jdr rir wi nt ')2r 4 WINDOW VVIDW idAL Ei g/ATIOAi TES190 UNIT • . .. ........ 2 !e 1P 7�1 WOW PUCK ^• ..- ..,. ............r., . ..-....,«.......r... It 10 S.t•1.5 ' � MUST SUSTAIN IMPOSED ' Ili" MIN, WOOD GM390 LOADS S 1/2,. FROM CORN$"$ �a tI1aI't�uaT $11 S" ANNEALED GLASS H tAx FAN FRAME CLEAR ADRESivs 2C WOOD BUCK f38pDltiil Z;DMFOUtIQ I`1EAVY I3UTY RAIL 4 1111.0 MAX 9/tL"-RANN, OLAffi3 �;» ° WOOD ENDED TEST UNIT idl'ri i. "S PRODUCT 15 095WHIR) AS PER YK soFLUiitOA OUILVINa coot t1 1 B 2 St !< 9CIif�ULR OHLf1W 1994 COMM FAR 1d 111•-i1AK COUtm Ail 201 f1.4Si1 A IIWRI.ORtO CODE. • 7LI►" tx t=OR ANr3talt S A�PAcuRo Pi��{I~E3RNIANCE SUMMARYSUMMARY.SO FAR "Ila iMS A8' M,ASC9 7 USIND C DNOtftt'd LOMI;- a WAAO BUCK$ By OTHM% MIUS? 99 A11CR A10 PROPERVY TO PAMM YA17" x >< IR'.1�.1 LOADS 10 THE SMVCT0RE. tWOOD SUCK TE86R9t!l:Smer PTL»#091 12"ti-47 CRIC S $HALF. 9lA AS t.ISTEn= SPAGEt1 A5 5HGYtt9 tiN p>wiAII.5, TEST LOAD 5L»1/S. - 75»t/2" �Yf7CRIOR I�99DMgNT TO got: MATERIAL SMALL 09 9EYOND WALL #,875 }S TEST i.itA45t «9A.5. •9/.,5 P5P O4014C)NG OR silk O. I ifESl6N1.tIA11S1 +b3.0 «bR.t1PSF CLtEAR ADIiSStVE WATEA 1Ni3f11'ItATlT1A1 i'$rarCa S►S PSP a9CDINa COMPOO140 . -•- ^^"- TESTS* GLASS1 / fiL- • 31t8"-ANN. MAX. JAMB SKEW SF'AC1Nt"» 15-9/4" ?G !ti»9/4'• s �' A: ,; sa" o�are° elrx ° NON -IMPACT RESIts iv •b PL_AN WINDOW-. 1,09 ITY 2t Ii HEAVY bUVY 2 1 t499T1NG RAIL f S SF9R#i+fAii. .197' 1Ys" MIFF. WOW tH13Efl 0 5w112" 0110" CARtt1ERS & 4D MIDPOINT �+;t?NF€Gt!€3A IQ8#S .2LAS3 T 8E EQLIAta t)N i,10yi1'FO AtiO FI MUST 5U51'AIIV I F1iR: � cluArixirY ASSt:iiltrRttili sa�.7li}t�tt uAri�/saFr>asR/Ri:teAm€s TYPICAL AKIMS WOOD. SUCKS NOT IiY LAWSON INDUSTRIES, : L•733 1 zrtAtiC WAif Ds�-ts p LOADS IMPOSED OY GUZING SYSTEM AND MNSFER. � t Y'RatII: g -7b THEM TO THE SUILOING STRUCWRE, b9S3-T6 - 3 L 760 $ FRAME JAt3S ;$Y OR E$Y, ti06376 tt.tD $,M.tt. WpCtC SIICKs 4 t-? 1 t'f%�1 itAli. 1W MIN, 41t►A3:lSMBtit! 2 x tP,� l L 772 i V9tiT RIECI tits RAIL 6i16;•7& 0 S 11fr FRO CORNERS blball 9Ucit 2 >t tp t'.i L•7sl v VERRr TOP MID $DTTaii RAIL soly3-TS •- _ a!e tR fit lift WOAD BIXK d • , 's daps STILL: so&3"TG I'IEACIIr? & S1.L. SSC`t'(©iv . . L-7as t ALT. S1LL 3EC'I'iliid A5 Rs:Rd. GtAxiNG EERA AL NUN AALYR. F08R11� �.» ..»_._..••.... ;:;� �:+ts .�r 9 L••767 SCRI:LtS 5 0 }C 3/4= t'.it. R'Hii.Ltt+S NgT s ::` it .kK, S PS"ACfi A2 RE00. FRAHE YVBNi Ass4Rl01.Y 0 i Jtt, RAIL StS,I. SCREV6 9 9 3i W. P.N. PI1141.tPS t 1 H18.WINDOW SYSTEM l3 Q9slatft AND TISTED TO CCIVL,Y WITH YNE # ". 'I' Its ANC1=f ilh� i1 SEE ELW4/CHARt FOR SPACING i6 Js'€121t?PINi3 V1tIV1. 1/11 1#IAi $ULD FLORIDAPIQIR6NI VILOINIS OF ODTHE iI&F 41 CHAPTERUNTY COITION OF R 23. SOUTH L 170 ASt Rt fiii. VEfi7 JAHB Rhtl. u �laW9l)Il,lilNtl Ctlt7$ (s.FaB.C,I CHAPTER fi Ct1AF+i$€t St'J. CHApT9R E5. _ g*jt Y. .;ISD' t7020.6001"91 UNDER THR:9PROFIC CONDRIONS Sttt W14 t!N'3Hls GRAD wi. 3116-ANNEAUD QLABCa-HD RAI ta1llrlt3OW COMPAMTWE . ANALV819 01NAHT t7aSiCiN WAL1 o Mwf12 'lrAPACIi'1Y P� �;? N �, �atfltRva i�tx7ive 19-its. a33 1a.a 7tl+tl2 to w 1 ,N.,,N f a7i3 Y ♦ . i bits 31 " 131 ' 117,s ' N.2116 .. SS*11!! a3t.3 tJl►.3 t4•.ua 63.3 47aa7 37 tsR 67a K,9.i s3 .a ix3 <•'to"ax td"»1Yt ¢aa•�s/a t3� 24#4 "INNl1.. H114 All ­134 93sve "8i y tlka iP+116 a3,3 xa3.6 to»a� to a"a1a ia6.c USA .s -va 674. 76,6 t� 81y tt. a ♦ 70 2b.V2 7 ttlJ4 61.3 ••" 137.7 ST ate„.., its '53.tis 81A 6t6 f 6-1/2" MAX. ��...3 1TYP.} 0 r . t- Z. � ck r 4.4 E L VA7I N 5IN FRAME -1/2" STYP 1. SINt4LE IMIG W NODW 6•1/2" MA1t. ITYP.t % 6 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rongh openings are 1/4" smaller on each side and 1/4" smatter on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4' thick shins, Predrill the jambs and headers using 1/9" drill bit, Predrilting increases structural performance. i Use. only 2-1/2' wood screws 08 and #10 when securing the pre hung frame to the rough opening buck, Drywall screws, deck screws, and bails are .Insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the Pro, to the rough opening buck, Consult the architect or engineer of record i concerning Tastening the buck to the rest of the building structured CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER, Wx I x BUCK STRIPS WILL DE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME 1 x P,T, BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' EkBEDMENT INTO THE MASONRY .IAMBS, 6" 6 SPA( EVEi µ i " 'iA }NS L2 AYS+ttlf5 . AS REfili. FIN UAfi. 1IIrATRtERSTfIit'plHti X t7634.400t.7i ?. Z x WODp At3Cit5 5HALL t49 tbISTA#.I.SD tNDT'9Y LAbtSQN 1Nb.) AND kNCitSlffEti Na: tiiPARCNI tIE61s WUiCA7Efi NO. OF - - ' I3 1=VS OD5 AS R£tIF. Fi1i SEAT. VEATkRxSTIItPPIRI'i d87` .384' SO THIAT.T1M OVIL0104 RESISTS THE SUPERMPOS40 LOA05IN ACCORDANCE t ANCHCliiiRtiilt 1A%3 IfITi1 28Y wO0t3 61i3;ii9 OR wi10O SPRl4ClitRir 14 PVS-DD4 A5 R40p. I JN SGAt. li4AT11FRST#1Pt�i .. .i07' •310' <79 t-&Qst1»5? , ' WITH I1RfauIREMERtTB uI: t D�• s,1t.8:t ... ,T ANCHIM D911011040 W rMS LAYOUT ARE AS PER TEST UNIT, OTHER 1" MIN. PENETRATION' Ih1TO ,WOOfl 15 � � ttilONCI iNOT ISC RT THR1 118Y WOOD SLICKS INTO MASONRY OR DIR1"OXY INTO VASONRY •16 � ^ W IN TATRLY♦ L AtICMDR Cili1C17rfIN8 ROOT DESCRIBEb IN THts W1AW1NrR ARE 1R1f1El�NfEAEd _ AWDI ION O ON A SITE SPrtCRNC BASIS, • IwI/4 MIN. EMBED INTO MASONRY 17 1. �1?E 8/ Y£MT �ttT PAC riUiOE P1.AStIt: AT:$'Ut:' Z;RDit pI9S & ItipSP .. 51a ArIiS: l-76: s . V£tiT RttLLER ROUSING RO.ASTtC AT' VA011.I~ � - EACH VENT CORNER SEALED WITH WHITE COLORED SaLANT. 19 t-764 t: vENT RaLLEtr/YNN t L sIU, ?RACK iNSi:!'IT RtRA58 6Q63�tb 6 ° I I � � ' itEt at t<-78R L741 # R/ VEHT VENT LATCH 51169»TdY At I1t FROM tEttps Y `E� t 8P. L••75 R E varr LATCH SPRING " t �r �" Wi - i--i jZu X 1/4" DIWN HOLE) AT 1-3/4" FROM EACH END i3/#" ZVF�w2 = P 14OL) AT 2'= FROM EACH END 4F VENTd »..._..,., ... » ...,. .. . ,....�...... APPttEIMASt:OMPLS`l1MV4 txtR+.�,#WR1QtlauCx Y!I'Tt ..r..y� rIIDQ I ° ' WIDTH SINGLE DOOR e J" TYPICAL ANC9049 rYPICAL.kNL'Httil,S i vaia TTPI FYP{ � 846 LL 1.414 F€tAME HEAD mme 1,34.3 ,-� o .46E L 0622 Z06R TYP.. TM. .Ir-•„-'- I vur Top/BOTTOM HAIL, a 3/r Ltkfta I P. r7 Y WAiR'ONVI)IMS, A EISR--APINGLAW WAiTx AmV46'.W L+XT. 0) 114r. { ++ 36" 48" tilt" 72== 24" 4 solo 67.0 4 0.0 , 0 7.0 6 p 0.tl ... T'.0 6 1. SQ.I.1 V.... 6 60.0 s4.z 24.?' 361, 60" 72" 35" 4 50.0 67.0 4` 50.0 64f9 E .. 60.0 64.3 6 ..�.� 42.9 .. 3611 48" i3{I" 48" 4 610. 6TA 4 60.0 50.7 6 30.0 36.5 6 36.1 .. 36.1 3711 53116" t4" 26" 4 90.0 6 510 _ 67.0 G 60.0 50.1 t3i 3,7.{{'/=//�� 63' Vail 70 �1O �f) 3808" .y4y 5r0.0 58.8 . 6 .50.0 60.1 58.6 39.6 37t' 531lt9=' 4 4. 46.0 A = NO. ..8 aF A-=NDR5 PER HEA13 A' SILL ' 0 A C1 € , S I Ca fI�ln C PA T N 8S A 7' 00 00 M-4136OF 07-2145 TPSTAwt n 7 "X 401' (O ) DESIGN LOADS = 4.50.0. 43.3 P8F WATER INFIMATION'TOST,` 7.5 PSF 1-9-ST9a O1-A89 = Doll A{+ NI:At.m a ib ahmS. NOT BY LAWSON IR16 I i%{Si inn nIrtijQ 1$v MIL WOOD 401"D MUST sus'rA10IMPt3$e4b ' AS SHOWN ON 9b6VATIDRt I GADS #SKIS 5t1 OF A aRt6 S) Pi3R � ' tJiVt6i TYPtCAt. A#IGItDI1S JE" Ndt108ti 17N ANCt!SOi11dR �'�-•�.,.+ �•• MA �Ori txri=.1 DiST +. tY"att#Yt, WOOSi.EH9Ea CLEAR ADHESIVE gLASs ,. ♦ iTYF.F TYP, 0 1 4",FftAM CORNERS VDDINa CQMPOUN MA St11M IEIIIL�JHGGti XcomPLtAN pE 4 o IVP INT gg�{ pp AS<CEPtAiIdl~1� �) , 1/40 $ III .,,.... iTYDP.R' $ { 3, s +° , ♦; . ri 1t28" a« 4 • �1CTAj soa ('9>ir oEOU1. WOOD c ` t+ H ' BELOW tRMRPAVCH fist ifi! Ill Xq .filtdti'C a j _. < .<.. ce OR 2BY , 3 am e MA RAIL P PLAN VIEW FL� f•-••ar16*a TAPCON IJ& 03 4" FROM CORNERS TEZI MR • .t+ t x tP,T:t iE57 W DD 01ICK TEST 114" 14AX SHiM ORGH lS� MA:t. x (;LIAR At7Rt�&t'Vk�,� , inHT R V 2p i ' • iFl • t '• � A � i°�8Er3. 1p t 4 2 = 1t4•• 14At{. 7«7!8" rirN< SHIM 1f RD S1H,S. Fit (#!t CORtdt K _ 1SU"iSib WbOpp ElZ9 E9"s • � d" f1it7R•7 Cnttllt$ . C NS P to PROM CORNERS 2 /X1 µ(/1�'.ib+J�,V i'iEER 4 Sill'.: S1~CT ° RSiL1 FfiR1�EA ALUM' r 'NO�', t --ROLL Fi MEO " 1, THIS WINDOW $'Y$Tet4 IS DI:=1410 AND TESTED TO COMPLY Vim T14a ALT.HEADER 4j SILL SLGTION DEAD.„ -„ AgOUIRCHENTS ©P TH9.199R DAVE COUNTYPOITION OP..tttE SOtRIN «.»•-m•�. -. ••«. EsLtJR111A DUILWNtt CGDE tS,F.a,L',1 CNAi7"YHit 4; CkAP7'1ER' 33. CNAPTtwR 58. DS9 ANN. GtASS UN09R 7HS SPECIFIC COUDITtONS VHOWU ON Tin DRAWING. t4J 2, W 0I12 it tlOAt1 A1}Ctt>S SZRAI.I. tlRtFi$YA4t:9ti INOY':OYf:A WR WWIANtY AOMIVE ANCHORED SO THAT .TIN HLOLVING R6SiSTS,Tlt6 6UMAJIMP0290 LOADS IN 91EOIfitIG COMPMO ACCMANCE WIiH RRQt3R vM9NT5 t7N'1tt4L:S.It.O.C. 9 3e ANCjjON DESCRiBED 114-YUM LAYOUT ARE AS PIM TEST LOT. OTHER lATt3 tLAa s l?RNER CONDITIONS 10 1! ENOIN9908 R SEPARATELY. F€kE`I) L, ANCH04 lOtiai�iDHS TIOi Df 5CRt1t1'D !N TIi1S tiHA1V1Nc! ARI+ Ttf i1>; etltitrts D Rra.r» PARtaltasis I"W4AaIIS N01.ttr 00 A SIT£' SPECIFIC DASIS; ANCHORS PCR JAHO FRAME 51LL - LOSS --� ist F' TYP, I .9�a 6s! £ i.stfl �-,.., FOLUP Homm caiil�iEii SILL MC1t �( 7j a t.w_ .... < RIBW.�6 ; QBR-y 1.094 FIXED MTG. RAIL � MEETING RAIL JAMS STILE a umtElPXTttf3tR3 or MrtH00WS 49 .D"f a� ^� M� • 1 � ! � � It= I '000 OUCK . C t VRAIL Ng &iftQIMARY PTL••199012"S-07 , 513••1/$" X I4_1/J." IITYP.1 EVA7t0�E >s+ "11.0. .610 PSP FLANGE MAME trYp t r61AT'II7�i T�sTt 9,5 PSP SINGLE "Ume Y1tm0w SS1 NEALED ICR EW SPACINM 15"3/4" & 17-WW' 1MMOT aESMANT OnC•ANhtERiF,t7SL1tS9.It0 RAIL wWOW COWAHAA`I1VE ANALYStt3 CEtwr 59It3N WAD DAPAGN- P8P Xtrt WtMM hYODO i3APAGNSi1><i%liAOt?BtICl4 TAPCONStkY1tO DgUM WaTRt 1f6d$N1' 47Y•-OF 00im ya N1t1Us7m ttTY. W man POSiTIVE tiE OF PASitivf; Nt:¢A'"ve wull "Z pw 6l,J 04A 6" xca.6 ?4•t/x 63.3 7x9.'J aSa 14L a33t _ t'13,7 a"1.,l1111 I3R ".., ,"...a", ...Y....... 62.3 1lLA 53•t/G 67,1i . • 74.4 56,t 670 b1,I ' 06A t4rti8 adi3�' �� ytl:a.Z d3 3 'na, 1b3.6 63.3 2214 96-It2 a }a•3/8 tgi 63.3 " •• .uf ., 4T4.@ "., i jai M . < s177 < ' ' 131 6?,D }1f,,,N If 14L1 V4.9a 6],3 Qt,3 633 it;.* >rtt+isa - ax3 MI . ".111110.. 127A 67.3 76.1%x 6211 13a,3 63.33 49.2 6L2 aixL 9 • ••i1• Iia-t3/6 151 073 " '47e• • •. ,I.• .• r'u •••s?� . " y4 �i &313 6" aa.lJti 1"0.M.M aria i1tA 11 ..1... ,, .6%3 fn•.If a7.3 ° ia•�i>: fa! 6'sr • 147.9 Y... 1. ,„.. j6f az� 46.tt a3.s stta 37 s6 . $2, ..., l93 1at1,9 tot ...... ".. 03 ...«... . 92A `0.110 62.1 i3.a N".3113, 514 3.a 69.9 64A tl+t/tt. 93,3 317,5 433 "fi,4 I6+1tt $12 isj,4 63.? 'I t) ' fi3 119.ti .," . 62 Ill .e... • w{,"w #i to) y7 6%3 tow) ' 613 It8 6313 ".r. 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ItOY BY LAWSON Nta- 1ri-t4N Waaa E486O MUST SUSTAINIMP45EO ' LaAaS 1.114" As SNOW" a" £LEYATWU t tN t ISCC SEkEaUL aEtaW FOR $- V-ANN t: t1A%. fTYFd It 10 5.F1 S. NUf►atR OP ANCHORSi ::LASS • � � ttYAJ rYA ST1 t1'a" film WOOD Lt109D ' 6LCAR AI?JICSiVt fit." sluff • + • s- A • k% v FAOH I YRIitRS tlEOBill CONFault MAd. + + tTYPa .. :tt IF' T,1 31tr a TAPCGN 03 sfoG9TflUCDc f1 3 7 ISICSCN6DULtaELOW O 4!4'• Rsl "Ax. , f=Oa NUMfttA aP ANCetn SIM .�`�"" �.�..�-+.»Lass'- •-••.. iS • E N •a � E ' + w t Pt xs o to 1 CLEAR Aa+ti Sava 3 x aft tr3 t4 A a �` + .a it 5 a 3i16•-AHra aEitaReGegJu+4lJtrD �'`� v •" me GLASS WaOa eVpr t 6a0^ 31S37V tltRtMOM IEPT1Ttatlet �; J I/ e PT T9 N • PLAN VIEW 311 ErFLANr > . -. 'd 3116`• 6 tAPCaN Ix OR gX WOOD BUCK C � 41... LO}L" • " + A t" lrRoti tORNE1tS $'#'AND ti RAIL 9. W + e s A• • T o x1' wftlttQ Q!1 in ItdttY B .' + '' , + • 161tf x AQFER Sx FL-:fl92 t2.8=47 x` = r a TEST S13t:, 83-T!G" X 77.-114" tryP.1 I 21 Nt-HAR. 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' a Its to -Its •. f6YR it' A a%r sfa - itwIia 03 24L9 . #T.i 1f9A fit >iara___0+ 361t1x + A W 11a, ftMl.t • 6rt•♦ rN♦,• A. #b.3 tOi,T •. 311. to �j •t " #Ly I:kr p� I1f ♦Ni+M a 06,3 ;1� ,M.NN as• A7,1 ilia 871• •Vt call at.? *- 69{T 8f;! #i a dIGT 1r+1I6 Ada ,f#tf liar . I93# #iIt ;rJxo f1•Itr xL!' « 1201 • •. i " ". 9 a1 tl3,y 11.1 NNH + BWt�# Isl • •• ie� ` as #t,� aaw�. .. N R � •N'•N• a, . ills , N '$sus" •,; ' • It -Us L17 2at9 #12 �lis1 F? " i 179A 1 ♦INN l:34 yy �1Y�.. 94 ay ,tit ".».. .1 +f414 ," H IL•ra1 •NNNt ,0}y If1 NN..N. �i1.3 aha 63.3All ,HN .NIN., • _veal • aL3 RT ♦ 1 #i ,.NNNNi., till J29.tt HI.•.t1. !�L ii `TfT.ti# ° !11 #li 1;T!+• 4 • !J1 tf3„4 ^'A}� t0o7 #�') DtA , ` 10"'„'^'"f7 ' • - #1 ITC ` #li .ttl to ?Rs xs..�rit Ais era eta tl#-1 . H.t rf,< 111!# rear • 1fOJ i3A y • tis#r d" H1A 'a6+t�l A" Jlls 111M Uf rLs "its ar 9s.uA Inz ins ° to A" etc + i 9MAI ftif + fitA St,3 3t,+ I tJIEt :/yHIt, .♦ t r 3, - ON A SITE Upg: WN 8ASt5. + W0C30 am ' It to S H.S. IMT OY LAwSM IND. Iva" 0. W00D t:H06D tttJSr SUSTAIN 1HPOSED + ► S SNOW" ON CLt:VATtaH LOADS Is8Re SCH6tlUL9 91. W FOR Lt311" + STANDARD MBBTw RAIL NUH$ER O11 ANCKdR91 Va -ANN. DLA58 Cta6AR An1t5SfVE . ajl,�ati aam+QUN tVL" SNtff itA a . a 0$6••3mm»ANNI±ALE0 QLASS { • ri'1♦ :ei : + .. FLAME FRAME arPAt1K Qi "#c WOOD -BUCK ' - STANDARD RAIL + TEST UNIT ttTtlli�bt1t31D• F WfWMANCE SUMMARY LG 9 j e .. , lilt • .. " S1Epi3i11ENtL�: I�3'LrtBl15 iT•t1»97 . i' t t1aTa TEST l zru S3" x 141.114" ' #a lit {pp,} + TOST I.OADSt .11.0 ,r?7.0 PSF OLi91t#I4 LOADS: •St.9, •gia9 PSP ' Waaa DUC11 l{ 375"LA'Z'ING . I3 D6P:HtalTtt WOOD DUCK WATER INFILTRAltt}N VttSMI `• 91% PsP TEST&OdLesst HAX, " 3A"a >'ECR6W SPAON0,19.7ilr+p.b • a ® e ape' • 1114• a TAPCDN w y»�ats+;caNEissrLAM • Yl1N > • �. Nn."'IIAC'C•i'AiV'�' e •+a . .�a. • •• a 1X� �K • • � tyne....,.»......r..r.11t1NArw.. •r..wrr.ryl ii. W if am' -i1�FAlti �♦,1, a•m NJo+ilataT• .6 1tll�At t it "at fits VITRO I C¢tILMOCAPAMN-Ptaf � I r.3 9" s9•iii ' �•„ "' tFCOl18 t1twnOnHt m TAPBOFlDi it%WQAC aUCtD (►, SN L ri t0 it-,, te", #1,1 tti tnffltJtva ktaAtivt pDunve NaaAYat �+3T1•+t3a :r•»r tat N zi " its" tat i 413.w. 3t a .007" Ib ]+liei • • " - E�1 A;3 . tt14.i'"' " Y 1TMf/! 6}.'l. ,.n .wtwt,t N' i2� » 7`.a „ N#T.?�. i « a• $tL" MAX. pi6H.?�ari Y'1 a ;Nf fbf situ • 64! its• e. +. a 10Si'1.9 r0-Bti i!J.. f73,,,, H !1t Jl90 +f113 ' 2tr t _ 0 1bi"ltlN t�OGitCitU8i1 • • SLY ""tat " t23 pfM7 , ea ` • - a *e p0 6" pttaf9COAttHfi$ J1Sb Oat iii -°'om •ia ' 62?"' .• A! p - ♦ "I>�" T IfIP.T.1 9f;v{r ' sia p !tJ + Iasi !xi , ., 61;t a t•718" JtftL Ea YIOOF pUCH » ' ' I s t!T is sia tT1A .«..r.N . 6XT tt;NN ti.Ti# #9A aft ut Mel,tN .H l i r°f TAftmq Ai,T. F EA�bER' s'BILL > !"i:YldN Ar," , AM " s2a t I&I� #9 : " tTJ ' " Comm 61 H)ER 621 w.,•.. .Hl. • •• bJ.7 12}A lU es.l sale Iii' t � ��ar:��•rtw''3 • � ,,�1is", lit slew •>a >'ay } is t n}w» , T. 'TNfS Wrl1DDW ?lYs11S 1?SSltltttfil A#q fi$SY1fa tp WNFL1f iiJTri rlitl ` 2e.tn ' Si>t TIT? •3p?'°" sr,T R>:CtIMM UTS OF TtiEtN6 OV& DADE COU14" 101'l1OR OF T1iB SOW" 7t�Tr4 tti sz• 4i 1 PLORIDA 8tRLOIR12 t009 #6,F.Ii,,C# CtfAPTRR %4CNAPTda ty CHAPTER is, iT ISR7 � " t4i al.a tat o fi i t1a 6 to ITSR TNt 6Ffi6 fk CO"OIfIa"S &tiaWN nN 7titI aRAWklt{.:. Ora ftoa +lax • ' Ii9.si j!1 2. ' 1 it OR x x Wang DUCKS SHALL aR INSVALt M INOT BY LAWSON tND.1 HO-atrAprNTHti13lNatrATCBM Dr I71 III a:a eta r AMD ANVItREO 80 THAT,TR6 DttN,01N4 849I013 THU SUPEAMPOSED LOADS AatNOAtFcn IAHa • i4i0,1. r,td """6y,! ` III ACCORaANCtiwtTttF16ODtl1CMlhYrSOil IV%'0,0.L"e A}7otx µ7 teal 1. AJICHOR 910CMEti IN TtaS LAYOUT ARq As fogTEBY UNIT, OTHER CONDITIONS TO at fUdif#EA6D S4'PAFtA7Ct•Y . # �.f ' NAl i •" • • « , t. ANCHOR CONDIT SNOT ORBi$NOCq WT#IIs DRAWINn ARC TO at t3tOlNEBtttD -. ..-. ,•Ike �J 6>i! 7tt OttA SITEStM'QASIw TO Sim 1f9$1ilo" COOMEt • � ��IlsaTFtf�fT z It iP.>!d W= OUCK NOT a3'Y t:AtA5Ol1 W. t is S A&t ttaP05Eb r K 114.7.1 LOAD$ WOOD sum N SH114 MA3! 5l4 li la. CLEAR ADR931VE ♦ilfill" sto tnatD COMPOUND wl uts"" ...._.._. _ .._i PLAN VIEW ZI le S IL TMrb WINDOW SYSTEMS OWUNED AND TESTED TO CO"PLY WIT" TK ' Of THE SOUTH !• ACQUIRINEOTS OF TNC 199t. CAGE COUNTY EOITiktrt #LniltDA SWLO11•iC1 CODE iSJttD 4# CHAPTER t. CHAPTSR 23. CHAPTER35. (�+ MDER THE $PACIFIC CMIOITraHSa SHOWN ON TtaB GAAWING- 22. 2 x WOOD Sat O SHALL NE INSTALLFt1 INOT BY t.AWSD" Inks# AND A)a 9a to . SST THAT piE BL4fLt!>llt3 Rrt5t5TS THE SUPER VOSED LOADS IN At t tlittlA ICE WITH RE(tualt• Curs DP 1994 S P,D,C. 3. ARE AS PER TE$r UNIT, DT#M Y 114LIQT R{- A L�3/4� ITYAI 6tYOUT CONDITIONS t�ISS4RISK A A#C M CONDITIa14 NOT DESCRIBED IN THIS DRAWING ARE -to BE ENOIRt£#T60• F1N FEMME SM13LtE RUMI WINDIDW. of YP J rsax. iTYP3 tNd A SiTE SPIC0FIC BASIS.. 0c 1q tI 10 5.11.5, '1'h" too, WOOD emit 1 M5-1/01 t•HQPDO#TM L'tl$HfI1t$ ALTx s ILL SECTION I:a ttao 1alttgt.RMt7iVt3;NiNFJt71N +HNr N. rj813-8tnm4ANNEAIXD QLASS ' FIN FRAME ,23E WIrlUD BUCK STANDARD RAIL ` esT UNIT PERI+DAtVlMGE SUMMARY RBFEfIi»NC6: p'tt»!$gr..l2"lE-57 TEST Stet:! 64r-114" K 64" TEST LQADSt-62.00, «62.00 P5F O9SIGN'LQAVSt .1.1.33i-tL7.33 pop Wl4TIR INFILTRATION TffSTi ' 9.4 PSF TIST90 OLAISt �MAX. JAMS SCREW9}I cal ID b 44ill" , nse�Rrfit+�lla e#�I.em #1ar� VtlltiDOW CO RFtA AMLYt31t3 MAW tJ1�KtCfA>tt OAPAt#�iY-P� wlam. 1t;iGI�T naslrnt t�OATiVE ,HI.NW, +{ H.NI,N♦la.♦H. «. ♦Nita• �,.� as a9ti tta,a a , N ,N."N,N, • I3t N.t IN . SiN11# G3D .. ai, • HNrrN 1 N. ,.Hf. ?6-tdt . y ` 36,1ltt , •. N i al•T •1,i� IMN, �Ii fit ,; NN wi sl-ui I9•tlit aT 3 I3I,R �r6"^1ili .sa•ruas .HM H liar HtNN.«H Itit 17 � ""�♦ �i.1 ss-tra _ � N. x:�. Lit it1•tt>< 5a bi? .. laL9 � si,t�ri <ea A6A ..fi♦, if h♦N,H .,. OitlN 37 iTl •. Qk ttN " W. barn s3�ai tiaa •. eae 7#"ili 7s�tf+. ax ; S1Ntla N toS.t1.lC, 4.1stt•AxtltlletiR6tpte;iiiaw«r Ifs" ION Waco Diego - s �$-ur PRO" COMERS W SUCK1 AHCt�t18 JKit tAJat I~A►UER . &i S L' i 0 NOT vt8lea fipmtooa ambe ) 2 s atx • raDrJ araalrtRs 0lIIDBEp evtu 3/16"ANNEALED GLASS FIN FRAME 2X WOOD BUOK ! SAW DUTY RML T98T UNIT PBRFORMA IGE SUMMARY RSi°a"CEt trtLp189112-11-47 TEST $1Zer SL"1J9" X 75"1P2" TEST LOADSt 44,5, •9L.S I+SF VISI 1tf LOAO$r -0.0, -63.0 PSit WAIIM WFILTRATION VESTt 9151r5ft USTSO GLASSf " MAX. <1M8 SCREW SIR t 15-314-1Z 1Q"5J4" -t -f - . FsLAC14 Vttttf LLs " WWIIDTH . is-91 6";TYP. 1 Sl IS• ILsALEt1 � dt.A$0+HD HAI xt , HEAVY DUTY a•u2" ttAlt. i tt6&TITJiiRAIL AHAi.Y�T� TYPIDim . m {ttJJAA CAPACM-PEP t 7lt tit%atr It vDicTlVEC wailm t1 .4 ,a. 3soat , 21. is call ' 9axR / Ali D flii{DiY , It,tJ$ -Ia2d LTA".?f. DI• 7tL J1AX, te. tw S,i•LS, 2 .E/3 3s.si'n w w i 3 .131" T91 WL WOOD Cusco I}l N H , Q�ts-tt2"t9}aHCtiRNFdtS , a":a 1SiL' } gOftlOP01"T ><i:tli iha 10At .a 8^ �,a, �. �; ""• - �ftrs xs•i ataf ��� P'e W • S4..3 ,...r,-. 9•.: ;+~I..tS o-Y.i# aJa •N+ "!0%1°"0 dJ.+" ,� • t v . py H2t'•J wriw'xN„" .».1^4 4 .N , ••�644@@1jlj • 7lAut A11 aw 36 7 * 3► iii Utz 0 ERS tda00 GVdt 2 it;F TJ ' •lairs t HEADER &SILL Sl;GTI UN WOOD avf it - .1.„. ,-_ is -ill A3 �a attar 5#.EVAiWN ALT. SILL SECTION ' m ITT si-teat L:1 ' 10 +" 9tiliG#.t= #1fIS W10EGtiW 6TYP t/Ait aLa SYt:Tf;H IS i1L'3tGfR;D An TS$'J� TO C.Y utlTiF TfiE ��� � A7,9 ..H t01Jt I -t MIS tap "a 1914 DArOUKY t.'D 11* DF tim Salts !t-I/? 14.rdi + #9 3 tJt ! + uuma COW Ta,P.O.CJ ON t:, #HAP TA CHAPTER TS. 37 171 " iLi tax SPICiFIC 0 01TIONS SHOWN an nu �xQafd WCKS SHALL lit iNB7AL18p ttta3` BY iAttl itNO } A1ttl ANtE D S1•ua 6l a eta hg11 ;.OM311401STS TiMSMSAIMPO4g2tOA0r.VtACCtgOAta vAll'killwTNt93StHptTAYTtIm R1 RRttiENra afi 1994 S•It.OaC, xxeno aspen iArfa 'SCRt8iMI" WISLAVOW ARC AS PER TrsT'UNIT. tITHpR CITIONS NT"t�tftIKO INTIM DRYAW04 ARE To at tRoMEH£+2 6PECINC BASIS. WOO OtKK d 10 :1.tLS. 3JL l3rN. Ytaf =0 ROT DY LAWf 7N0, Nil sT visrAmwipO54f1O • 4 AS SHOWN 0 9I.CV 7Nit1 LOAD$ • dAt + 4 Ott ptffi tF 10 S.H.B. • i%^•SSttF SdGatt LM9to I5t a SMO"t "LOW FOR . NUMER OF ANCHORS} va »ANA OLNSS ' s {}s0MR4 CLEAR Atatt£SiVE a!t • SHN • . t . e r e ♦ a ampow ttwwR CotiPAtts DS8-3mm ANNEALtD G;.ASS FIT ® r. : RANGe FRAME +WORD spE1 • 1 i25" f2 xT ., vi TABtON . a �• Ix OR 2x WOOD � u. BIER Qtr ANet��fAat • 1�tMsj�ER STANDARD RAIL�Y3�;fC a ? �'" ` r TEST UNIT •6a'" PERFORMANCE SUMMARY 1 IV\, +• �• 049 t I REPEREtdCEt PTI-"1�93 tS•11•'b'F tt$AR ADHESIVE Ct•� TEST 5I7G 59.1lt1" 5t 6H" At'El4 tElf-- G@afltkn COMFnUNa z st lA.Yd' 13 ` a 1. W.t3 Tt38T #.aA05a -aR.00 . ♦ 6T $01asP DES[OR LOAUSt I.b33, "159 P5F aLAiOfD WO00 AI1{tS i s ,373" GLA2M 1 T3 ? 011PT" (gnu t / WOOD tti1CK r WATER IWILYRATION TEST, I's task iSSVCG GLASSt " w HAX.)AM4stA9W RPAC1UOs 18" le I3" + d Virg TAPCON MON-1M,MQ_T RESISTANT • °; a �t"FRattCOARMS " At i�1NV1i=W # • t WOOD BUCK t ' t�$TJNti RAIL• 04 B �144" �!lKfIIiIT d:/ . tta MAIL. 5taM t CLEAR Ai I lStY1: eEOiNNp tOItFUUNd if e 2 Stlt!•NA?L 4 s .ar• e • II THt! St 40 +Dy ° 'a i' '+. ♦ t1la^rROtI60Rf1L'at + " ` • x k IP.7.1 t?k1$itF}. 4.TgqlG^Mar, 0ts'a. WOOD SIM9 t iJI6"� TAFEfiHS a . • •. 1-IRONCORNERS ALT. H ADBR & BILL SIrCi'It' N I•II~AD E! & 4ILL SI*G't't[4j1 1. MI WINDOW SVSUA I2'QKSttlHEtl AND 11STBO TO COMPLY WITH THE AC0111ftMNTS all TM 194L DADtf COUNIM COtTIOJI OF THE SMH sLORIDA 8181LOM CODE tSLP.@A'Nt CIFAPISR A.61t 111"VI t 211 CHAPTIe 35. amou -rut � gum Commons SHOWN Off I" lw;W- is O3Q-3tARt•AtI I` LEOGLAASI8WREI6 WtNCDW CAMFA"RATitt6 ANALY513 CHART OSSION LOAD CAPACttY-ASP VM0DaC 9 t6 ' TA11$aH8 Tt}OTH ftOKI, = of 1OATttt; 1tCob71V am Cl PaftlT)Yt ktGAttYt 21l.I 03 t416111 7e•t!i � 111 ,wiN%t "' � • .N ��aw.a ••+,.�N.L,•ZNs t:l.T off• AW 74Aa.a»a .N :ii.�.a #i-ire N.y#.1'.3.♦ N af.t Will ". It -its ALL '� 20A aJ.i tt.'ro,s 4• N){• .N ". '2#•1rp ♦ ..a v.N iT.7 tiNt,.N., .a 9117?.. 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AtKMaR CONDITIONS NOT OCSCRIMO A VHS ORAWINti ARC TO at: Ett4l191CM IN A SITE SPICIPIC BASIS. • . 7 NNo 371h SirL MIAmWWOFWV AWS O'N �(5� W.8-0-STRI953HC t." MAit 3,tF4N fTYP.I fYYP.t §1 0 4 A 9 ELEVATION ITYPJ '* '6ry•°yHAX. �A KYtI }/I�\��//Fr.jL¢gA�� �b6�jy1�,F,ITTT��t�t�p�"gyp SINGLS tttING TfH@Sdo 120 MPH AoCREATED 11/11J02 3 SEC. GUST i?ATE �'if2UGTURAL GOMPOidENT GONhIEGTOF� (MASONRYIGONGi�'!E) 51MP50t�t STRUCTURAL COMPONENT f-+E"iA20 SIMPSON 10/0/20 STRUCTURAL COMPONENT META12 SIMPSON 1=L 414 10/03/2003 STRUCTURAL COMPONENT META16 5lMt'�.rON FL 474 10/03/2005 5-fRUrTU!�,A! GON,PoNT MET'f�2o 51MP5_0N FL 4'74 10/03/2003 '�TWUGTUR,AL. COMPONENT HTTI6 FL 5d�✓ 10103/2005 STRUCTURAL COMPONENT HTT22 SIMPSON FL 5«� 10/03/2005 �aTRUGTURAL COMPONENT LTTiq SIMPSON FL 474 ?�i05 STRUCTURAL COMPONENT LTi20B 5lMP50N FL 414 10/03/2005 STRUCTURAL GOMPOtJENT LTTl31 SIMPSON FL 4"14 10/03/2005 'S'iZUG7URAL COMPONENT MTT28S" caeMN FL 50;3 10/03/2005 STRUCTURAL COMPONENT H75ME5 �IltifR �i� FL 1423 12l30/2005 STRUGTl1RAL COMPONENT HT5M20 5IM1�50N _. E4„ t>� 12/30/2005 STRUCTURAL COMPONENT MTSMIb 5IMP5oN FL 1423 i2ts0l2005 STRUG"iURAL COMPONENT MT5M20 51Mia5oN FL 1423 12/30/2005 STRUGTURA!_ GOMPONEi�lT MG✓T4 M40 SIMi'SON FL Ia01 02/ISJ2DOb STRUGTUt:'.4L COMPONENT HD2A FL 503 i0/03/2005 STRUCTURAL COMPONENT HDSA SoMM!JSaN FL 503 10/03/2005 STRUCTURAL COMPONENT HDbA SIMPSON F-L �s� 10103/2005 STRUG"I1li2AL COMPONENT HL?8A 5iMP50N 1*L 303 i01d312005 STRUGTIJRAL COMPONENT HDIOA 51MP50N FL 503 3Dl03/2005 "=T'ZUGTUR�4L COMPONENT i4�'� SlMi�50N FL 503 10/03/2005 STRUCTURAL COMPONENT HDlS _ �aiMP50N FL 503 10/03/2005 STRUGTtli2,°d_ COMPONENT }-lC�T2 SIMPSON 1=L. 4-74 10l03l2005 STRUG"fifRAL COMPONENT HCT3 SIMPSON FL. 4"7�t- 10/03/2005 STRUCTURAL COMPONENT yOT4 51MP50N FL 4'74 ii7103/2005 STRttGTURAL COMPONENT L6T2 SIMPSON FL 1423 12l30l2005 5Ta�1hGTUP.AL GOMPOPtiWN"f' M6T 5lMP50N FL 1423 12l30/2005 STRUCTURAL COMPONENT HCAId � SIMPSON FL 1423 12l30/2005 STRUCTURAL COMPONENT HCAMIO gtMP�aON FL E423 12l30/2005 STRUCTURAL_ COMPONENT M5TAM24 SIMPSON FL laDl 021I5/2006 STRUCTURAL.. COMPONENT M5TAM36 51MP50N FL iG101 02lIS/2006 5Tf2UGTURAL COMPONENT HMq SIMPSON FL 1423 12l30/2005 STRUCTURAL COMPONENT HAS SIMPSON FL 474 i0/0312005 �a IRUG-[UfZAL COMPONENT A9044 SIMPSON FL 414 t0103/2005 STRUCTURAL COMPONENT f�HD2-`aD53 5lMPaON FL 503 I0/03/2005 gTRUGTURAL COMPONENT PHD5-5i?53 SfNlPSUN FL 503 10/03/2005 STRUCTURAL COMPONENT PHDb-5D53 SiMP`aON FL 303 t0/03/200'5 STizUG'fURP.i.. COMPONENT PNDB-5D53 51MP50N FL a03 i01D312005 STRUCTURAL COMPONENT LTA! 5IMP50N FL 1423 12130/20C� PRODUCT GA7EGORY SUB GATE-�012Y MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MASONRY/GONGRi=?�) U5i' STRUCTURAL.. COMPONENT HTA20 HTA20�IS U53� FL 821 1013{/2005 ST&'.,iJGTW?AL COMPONENT U5P FL S5a 10!31/2005 STRUCTURAL COMPONENT HTTI6 U5�' FL 821 l0/3i/2005 STRUGTEJRAL GOMPONEi'�T !-kTT22 U�aP i=L 82! 10/3!/2005 STRUG'fUi:AL.. COMPONENT L7Gia Ur�-P FL S22 lo/3t/2005 STRUCTURAL COMPONENT LT520S Ugp FL 822 i0l31/2005 5iRt1GTURAt_ COMPONENT MTS27�3 Ugp FL a22 10/31/2005 STRUGTURA!_ COMPONENT TDX2 FL Bib i0l31/2005 STRUG ("UI�AL COMPONENT TDX20 U5P FL. Sib i0l3lf2005 STRUCTURAL COMPONENT TDXS U5P FL 816 10/31/2005 STRUCTURAL COMPONENT LUGT2 Ugp FL 817 ID/31/2005 STRUCTURAL COMPONENT f1CAMl0 U5P FL g!q !O/3i/2D05 STRUCTURAL COMPONENT FA3 USP FL 822 10/3i/2005 STRUCTURAL. COMPONENT PAU44 U5P FL S2f ID/31/2005 STRUCTURAL COMPONENT PAUbb UgP FL 82I 10/31/2005 STRUCTURAL COMPONENT PHD2 USP FL 817 10/31/2005 5l'RUGTUf�'ftL COMPONENT Pi-iD5 U5P FL Si'7 !O/3!/2005 STRUGTUi2AL COMPONENT PHD6 PHDS U5P FL 817 10/31/2005 SiTZUGTUI?.,41.. COMPONENT U5P FL U' 17 10%3!/2005 PRODUCT GATE 'Y SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE OARS WOOD ENTRANCE LAW50N INS. FL 122Q 12/05/2005 INDOwS FIXED wINDOwS LAwSON kNS. FL 1230 i2/05/2005 iNDOWS FIXED WINDOWS KtNGQ FL 125 Oafi7/2005 lNDOWS FIXED WktdDOWS i3ETTER BILT i=L b7b PENDING iNDOWS FIXED WINDOWS FLA. EXTRUDERS (MILESTONE) FL 44 Oa/0212005 lNDOwS FIXED WINDOWS GENERAL ALUMIMWUM FL 255 Oal24/2005 INDOWS FIXED wINDOWS C�NI=RP�L ALUMIM\NUM FL 2b3 Oa/2512005 INDOWS I=iXEt? WINDOWS ORAL ALUMIMWUM FL i69VF 02/0412006 kNDOwS FIXED WINDOWS 51MONLON wINDOwS FL i�i8 Oa/Ia/2o05 lNDOWS SINC7I.E HUNG LAWSON INS. FL 1225 12/05/2005 INDOW�a 51N6LE i-fUNC-� KINGO FL 123 O�#/ii/2005 lNDOWS 51NGLE i-tUNG BETTER BlLT FL b63 PENDING iNDOWS 5lNGLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 O�i/0212003 iNDOwS SINGLE HUNG GENERAL ALUMIMINUM FL 254 Oa/24/2005 ENDOWS SINGLE HUNG GENERAL ALUMEMWUM FL IbaB 02/04/20ob ENDOWS SINGLE !-tUN,r-a 91MONLON WINDOWS FL 204 O`�/22/200a iNDOWS �aINCtiLE HUNG ENERGY 5AVlNGS PRODS. OF FL FL iG50 03/12/200b ENDOWS DDUISk.E HUNG ENERGY SAVINGS PRODS. OF FL 1=L Ig53 03/12/2005 lNDOWS HORIZONTAL SLIDERS LAWSON 1N5. FL 1226 12l05/2005 INDOwS HORIZONTAL- SLIDER'S SIMONLON wINC>OW5 FL 203 Oa/22/2005 1NDOW5 HORIZONTAL SLIDERS KlNGO FL 124 O�k/i7/2005 iNDDW5 k-IORIZONTAL �aLtl��25 SETTER B1LT FL b-t0 PENT?INC� INDOWS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 O�t/02/200a INDOWS HORIZONTAL SLlDE1Z5 G)r11ER,�iL ALUMIMWUM FL 254 Oa124/2005 INDOWS HORIZONTAL 5LlDERS GRRL ALUMIM\NUM FL ib�8 02/04/2006 INi70W5 MULLIONS LAS�iSON lN5. FL 122f i2/05/2005 tNDOW5 MULLIONS KINGO FL q57 !t/04/2005 [NDOwS MULLIONS FLA. EXTRUDERS {M1LE5TONEJ T=L a74 P)=NDIN6 INDOwS MULLIONS GENERAL ALUMiM\NUM FL 1252 l2J03/2005 XTERIOR DOORS SLIDING LAWSaN INS. FL 1228 l2ICi�/2009 TERIOR DOORS SLIDING KlNGO i=L i26 12l05/2005 RIQi2 DOORS SLlDfNC� BETTER �3lLT (Mi HOME PROT?J FL 5b! 12/30/2005 EXTERIOR C�OoiS 5Li171NG FLA. EXTRUDERS (MILESTONE) FL 45 Oa/02/2005 XTf=BLOB DOORS SLIDING GENERAL ALUMIMWUM FL 2b4 O�t/25/2005 EXTERIOR DOOi2S SLIDING 51MONLON WINDa]^ES FL f84 Oq/22l2005 EXTERIOR DOORS SLIDING Tf-iERMO-TRU CORP. FL iE70 fl/20/2005 XTERIOR DOORa 9WiNGiNG LAWSDN 1N5. FL 122q i2/05/20©5 EXTERIOR DOORS GARAGE DOORS cLOi'AY BULlDiNG PRODUCTS FL ';42 12/!2/2005 TERIOR DOORS GARAGE DOORS WAYNE DALTON DOORS FL �9Y�-f H104/2005 EXTERIOR DOORS SWINGING ,.LLD -WEN FL 4a8 i0/3il2005 XTERIOR DOORS SY1ifitGlNG ..LLD -WEN FL 33a io/3!l2005 XTERIOR DOOi25 SWiNC-71N6 PLASTi'i20 ING./NANYf� i�LA5TIG5 FL 132! 12/!5/2005 XTERIDR DOORS SWINC•aINC� THERMO-iRU CORP. FL If85 kl/21/2005 F; F. e C t I, Y "s c k 4 [ f z is l fi a } D AoCREATED 04 �5-04 NGINEERI 1 m = 14N5c; P-0. SOX 3400 - APOLLO ® FL m P -� (813)1645 10 r-,4)C (813) 6 q&10 OTHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF WNSCO ENGINEERING, P.A. 2 THE l �✓ iV CL12T ON THIS PRUCT. ANY REPRODUOMN OR UNAUTriOKED USE IS PROHIBI111. - 2004 ^' SCALE xa '1',. .moo D,�'M 4/5�m4 N: /BLOCKS/STD 2001 w t� • FLORIDA �'fi��l�t�CT APPROVAL A SUB GAT>= -GORY NIANt�Ac� i Ufa FL # EXPIRATION -- STRUCTURAL COMPONENT 5Pb 5 333512 5 LUMBER iRUg .t0lST FL PRODUCT GAIECORY CONNECTORS (WOOD) 51MP50N STRUCTURAL GOMPON�IT H2.5 51Mi'S0N FL 474 10/03/2005 STRUCTURAL COMPONENT I-+5 SIMPSON FL 4'74 10/03/2005 STRUCTURAL COMPONENT I-F7 SIMPSON FL 474 10/03/20D5 STRUCTURAL COMPONENT HIO 51MP50N FL 474 IOI03/2005 STRUCTURAL COMPONENT Hf0-2 51MP50N FL 474 f0l03/2005 STRUCTURAL GOMPDNIrNT Hlb SiMPSDN 1=L 1423 I213012005 STRUCTURAL. COMPONENT MT512 51MF'S0N FL 4-k4 10/03/2005 STRUCTURAL COMPONENT MT5I6 SIMPSON i^L 474 1O103/2005 STRUCTURAL COMPONENT MT520 51MP50N FL 474 10/03/2005 5"Tf2UGi'URAL COMPONENT i-lT516 SIMPSON FL 53S 10103/2U0�✓ STRUGTURAi COMPONENT HT520 SIMPSON FL 538 I0/03f2005 STRUCTURAL COMPONENT— SPl SIMPSON FL 4?4 I0/03/2005 STRUCTURAL COMPONENT 5i�2 gtMPSON FL 4i4 kOJ03/2005 STRUCTTURAL COMPONENT 5P4 SIMPSON FL 474 10/03/2005 PRODUCT CATEGORY HANGEi<'�i SIMPSON STRUCTURAL COMPONENT HU526 5lMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU526-2 SIMPSON FL 4?�F 10103/2005 STRUCTURAL COMPONENT HU528 54MP50N FL 474 ID/03l2005 STRUCTURAL COMPONENT i-i1152 PRODUCT GATEEiORY ANCHOR SYSTEMS 5IMP50N STRUCTURAL COMPONENT W)~DC� ANCHORS 51MP50N FL 402 10/OI/2005 STT�UGTUt�AL COMPONENT SLEEVE ANC-iORS gEMPSON 1=L 402 10/01/2005 STRUCTURAL COMPONENT DROP IN ANCHORS SiMPSON FL 402 i0/O!/200� STRUGTURA!_ COMPONENT THD TlTEN HD SlMPSG?N FL 2304 04-/D6/20Ob STRUCTURAL COMPONENT TTN TITEN SGRiwW SIMF'SON FL 2355 041301200b PRODUCT CATEGORY CHEMICAL TIES SIMPSON STRUGTUi�AL COMPONENT SET ;✓FOXY 51MP50N 3=L �402 10/01/2005 STRUGTiJRAL COMPONENT ET EPDXY 5IMP50N FL 402 10/0I/2005 STRUCTURAL COMPONENT AT ACRYLIC -TILE ADHESIVE 5lMP50N FL 2304 04/06/2006 PRODUCT CATEGORY CONNECTORS (WOOD) U5P STi�UGTURAL COMPONENT RTt"t U5P FL Slfa f0/31/2005 STRUG"iL1RAL COMPONENT RT20 �p FL 8i6 10/31 /2005 STRUCTURAL. COMPONENT RTI6 �P FL Sib 10/31/2005 STRUCTURAL COMPONENT R71b-2 USP 3"L SI6 IO/31/2005 STRUGTUfZttL COMPONENT MTW[2 U5P FL 820 IO/3f/2005 5T12UGTURAL COMPONENT MTWIb U5P FL S20 IOl31/2005 STRi1GTURAL COMPONENT MTl^1iS U5P FL S20 10/31/2005 STRUCTURAL COMPONENT HTWIb U5P FL &20 10/3!l2005 STRUCTURAL COMPONENT H-f w2C� 5PT22 U5�' FL 820 10J31/2005 STRUCTURAL COMPONENT U5P FL SE't IOJ3i/20o5 STRUCTURAL COMPONENT SPT24 U5P FL bE`t 10/3!/2005 STRUCTURAL COMPONENT 5PT4 �P 1=L 821 10/31/20D5 STRUCTURAL COMPONENT 5PT6 USP FL S2i t0/31/2005 STRUCTURAL COMPONENT A3 USP FL 820 ib/31/2005 STRUG'IURAL COMPONENT A34 MP4F U5P FL Sib 1013!l2005 STRUCTURAL COMPONENT U5P FL 821 10l31/2005 STRUCTURAL GOMPON?=TIT LSTAt2 U5P - FL 816 !O/3112005 STRUCTURAL COMPONENT L5TAI5 U5P FL Sk6 10/3f/20D5 STRUCTURAL COMPONENT LSTA18 USP FL 81b f0/3i/20d5 STRUCTURAL COMPONENT L5TA24 U5P FL 816 I D/31 /2005 STRUGTURfitL. COMPONENT L5TA3D I15P FL Slb ID/31/20d5 STRUCTURAL_ COMPONENT L5TA3b U5P FL 81b 10/31/2045 STRUCTURAL COMPONENT MSTG40 U5P FL 817 i0/3if2005 STRUCTURAL COMPONENT MSTG52 USP FL SI7 1O131/2005 STRUCTURAL COMPONENT M5TG66 U5P EL i517 10/31 /2005 STRUCTURAL COMPONENT MSTG"l8 USA' FL al-7 1013112005 STRUCTURAL COMPONENT KGG44 U5P FL 822 IOJ31/2005 PRODUCT CATEGORY MASONRY HANGEi25 U5F' STRUCTURAL COMPONENT Ni=M U5P FL 57S 10/Oa/2005 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUGTUl2AL COMPONENT CONCRETE LINTEL CAST GRETE FL 138 O�i/1b/2005 STRiJGTURAL COMPONENT GONGREiE LINTEL LQTT'S FL 1441 03/II1200b STRUGiUf�AL COMPONENT CONCRETE LiNT'EL wElKiwA FL 1415 03/II/200b 5TT2UGTURAL COMPONENT CONCRETE LINTEL COMMERCIAL FL 1774 03/12/200b STRLIGTURAL COMPONENT GONGR�iE LINTEL MARION MASONRY FL 2i55 O3/2912DOb PRODUCT CATEGORY 5tJi5 GATEGOiZY MANUFACTURER FL # EXPIRATION DATE ROL�IN6 ASPHALT SHINGLESC7AF Materials Gor. FL l83 Oa/30/2005 ROOFING ASPHALT SHINGLES CERTAIN TEED CORPORATION FL 250 Da/24/2005 ROOFiNC7 ROOFING TILES MONII=RL LIFE. TILE FL 5b0 II/04J20D✓ i�00FitdG CEMENTS-AI�i-iE5lVE5-GOAT{NG5 TROPICAL ASPHALT i�R03� CORP FL i483 Ol/Ob/200b ROOFING UNDERLAYMENTS TAMKO i200FiNG PRODUCTS, LNG FL 1744 02JlO/200b ROOFING GEMENTS�ADHESIVES-GOATINCCS TAMKO ROOFING i-'RODUGTS, !NG FL 14'7�i OI/Ob12006 ROOFING ROOFfNC-7 FASTENERS 5ENC0 PRODUCTS FL 227i 04/05/200b STRUCTURAL COMPONENT DECK --ROOF 1=NGL3rRT, INC, FL 226b 04/13/200b PRODUCT GATEGaORY UB GATEC�ORY MANUFACTURER FL � EXPIRATION DATE STRUGTl1RAL COMPONENT [ENOINEEREP PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE ROOF VENTILATORS SOFFITS KAYGAN LTD FL labs 04/05/200b ROOF VENTILATORS SOFFITS KAYGAN LTD FL 1146 t2/!a/200'> ROOF VENTILATORS SOFFITS GAMERON ASLHLEY E3UlLDIN6 FL 40b iII24/2005 OTHER MODIFIED BITUMEN CERTAIN TAD CORP-ROOFiNC� FL 4Tq 10102/2005 OTHER TYVEK HOUSE WRfti' DUPONT FL 2i�F5 P;=NDING OTHER GLA55 BLOCK PITTSBEJRC-�h! CORNING CORP FL 250 D�I/2�F/2005 I ri r u