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HomeMy WebLinkAbout7845 Merchantville Cir.r- City of Zephyrhlls Building Department Construction Notes Finish floor height shall be minimum 8" 'above crown of road (City of Zephyrhilis 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 21.0.8(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 I 1 11 Lill - 111 _1_1 1' 1_ ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDINri CODE, NATIONAL ELECTRIC CODE AND a CITY OF ZF.PHYRIIILLS ORDINANCES REVIEWED JUN 16 Z005 FOUNDATION PLAN ENGINEERED PLANS ON FILE FILL CELL W/M,4$ONRY MIX TO COVER FIFE. (AFFROX. 3 COURSES) NO VERT. REBAR REQUIRED FOUNDATION NOTES: I. SEE SHEET SN1 FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. LATEST DATE IN PROCESS REVISION DATE DESCRIPTION 06/2'1/03 0-I/20/04 E.Ko. *13'i11 O FOOTINCc 5C;HEDULE O MIe- • SIZE REINROR IWI DEPTw FI 2'-O'x2'-O' (1) 5 • 6' O.G. EACH WAY 12, DEEP F2 3'-0'x3'-0' (1) 5 • 6' O.G. EACH WAY W DEEP ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. ►� i m 0 X Q o (� m � v l'� z 1s oOo� 40 � 0� d; 4 @ 1 rL CL N 0 m a) ad p r 0 N t0 It 10 J N J a } m UJ W Q WZ pKu © U V O0 Q DATE 10-24-02 SCALE , AS NOTED DRAM BY MT AUTOCAD FILE NAME 1991 ENSINEER OF RECORD DANSCO ENGINEERING, P.A. SHEET DESCRIPTION FOUNDATION PLAN ❑ SAMUEL A. GREENBEWa, P.E. 034245 ❑ THUY H. HUYNI4, PE. %0122 ❑ IRWIN J. SENSON, P.E. 049i58 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. STRUCTURAL NOTES: 0 PROVIDE (1) 05 IN PILLED P. LINTEL AND (1) 05 IN PILLED K.O. BLOCK ABOVE 2� PROVIDE (1) 05 IN PILLED P. LINTEL W/ 2' RECESS 3O (2) 2x8 BEAM W/ 1/2' PLYWOOD FLITCH W/ (1) SIMPSON LSTAI8 * EA. END. PROVIDE A (3) 2x4 SPACER COLUMN e EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. DIMENSION CONVENTION ALL & EXTERIOR OPENING DIMENSION OUTSIDE FACE OF 8" NOMINAL BLOCK 4" FRAME WALL U.N.O. ok FLOOR PLAN NOTES: 1. SEE SHEET 5N2 FOR COMPONENT 4 CLADDING DESIGN PRESSURE TABLE. 2. SEE SHEET SDWI 4 5DW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING:, ELECTRICAL, AND 1 IEGHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING: THE FRAMING INSPECTION (PER FBC 105.-Io). 4. *-DENOTES EGRESS WINDOW > NALL LEOE N ■ INDICATES I=ll I CELL W/ (1) 05 VERT INDICATES TOP OF MASONRY ® &-o-- mi INDICATES SHEAR, WALL INDICATES INTERIOR BEARING WALL. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, T14E STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. s 30 A- NICHE (-) 8' AT FOYER (A)!N�ICHE SCALE: 1/4' = 1'-0' 8' TOP OF WALL 21/4' CASING EA SIDE `E1WALL @ KITCI-IEN iLL 3� Y LATEST DATE : IN PROCESS REVISION DATE : DESCRIPTION : 06/2'1/05 0?/20/04 EJN.O. 0I3'11 FILL CELL W/MASONRY MIX TO COVER PIPE. (APPROX. 3 COURSES) NO VERT. REBAR REQUIRED WIND 53 PLF TAB. IT-T AFF. SCALE: 1/4' = 1'-0' 2LL ISSUANCE OF PLANS FROM THIS DES&M OFFICE SHALL NOT RELEYE THE BUILDER OF RE51P NSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING: CODES PRIOR TO COMS CEt W OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESKsNERS OFFICE FOR CORRECTION BEFORE COMlFNCE SIT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION aF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLIED SHALL BE SUBJECT TO ADDITIONAL FEES. F ANY MODIFICATICNS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DES&M OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. ❑ SAMUEL A. GFMEN5ER3, P.E. 034245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRWIN J. BENSON, P.E. •49158 v♦ Z w co w CIS w CISco w W cd r r 0 N C t0 M I IQ J N U J Q U J } W Q W - Z W Q DATE RELEASE DATE SCALE AS (VOTED DRAWN BY : MT AUTOCAD FILE NAi-E 1991 ENGINEER OF RECORD DAIVSCO ENGINEERING, P.A. SHEET DESCRIPTION : FLOOR PLAN 21 WALL I yq Lu KNEE WALL AT HIP (URO) NOT IL Wi • SCALE: 1/8' = 1'-0' ROOF VENT CALCUL AMNS: LINEAR FEET OF SOFFIT VENTILATION: 210 FT. TOTAL LINEAR FT, OF VENTILATION REQUHFED THROUGH ROOF VENTS: 16.96 FT. TOTAL LINEAR FT. OF VENTILATION FOR EACH ROOF VENT: 1% FT. NUMBER OF ROOF VENTS REQUIRED: 6 AA 3A ROOF VENT SCHEDULE Verify 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 equal System (5q. in.) Soffit Vent (sq- in.) RV i Ist Level --- --- Roof RV 2 Garage --- Roof NOTE. FLA61,1ING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL C44ANGE5 IN ROOF SLOPE OR DIiECTION, AND AROUND ROOF OPENINGS. EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 12 0 0 F Q5 12 12 OFF -RIDGE '� 5 LINE OF INTERIOR 5 p 5HINGLE VENT (TYP) HIP VAULT ROOF 1212 T.O.M. l T . 5 2 P' IFIFECpIVE ;pTEMF BANDMG -coo I@ETI�I FINISH FLOOR LINE AT SIDES GRADE LINE (ASSUMED) -LEFT FJ EVA110N SCALE: 1/8' = 1'-0' II� LINE OF INTERIOR S NIP VAULT TnM �Rh 110' THICK SAND FIN15W KEYSTONE (F APPLICABLE) RAISED 540 FIN15H TEXiURED BANDING Y NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE( F THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER 3/4' FRAME APPLICATION TO BE PER THICK FLORIDA BUILDING CODE 25042.1 AND A5TM C926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE LINE OF -O -rr HIP VAULT �r :• r T.• J �r MEN ■■I■ 12 5 LINE OF INTERIOR SHINGLE HIP VAULT ROOF T.O.M. TEXTUREED � TEMP. DIN) TIVE FINISH FLOOR LINE- '•' GRADE LINE (ASSUMED) SCALE: 1/8' = I'-0' SHINGLE ROOF — 5 ip Ir--- PLT. Nr. 6' TEXTURED TEXTURE Q 5 FRIEZE STUCCO BANDING (TYP.) TEXTURED 4 �� KEYSTONE (SEE DETAIL) (A3Wr W/ MISS MANF) SECTION AA SHINGLE `� C RC.C. VERIFY FASCIA CALL -OUT (TYPICAL) ---\, SCALE: iV = 1'-0' 6' TEXTURED KEYSTONE DETAIL SCALE: 3/4' = F-0' JONI OWN m NEW ON m In, mm 1=101m TEMP. GRADE LINE (ASSUMED) FRONT El EVA110N SHINGLE 2 5HINGLE 5 p R� T.011. 2'-0' TYR 19 NG DECORATIVE FEW � FINISH AT SIDES FINISH FLOOR LINE —� — GRADE LINE (ASSUMED) 0 OFF -RIDGE VENT (TYP) SCALE: 1/4' = I'-V TAM. TEXTURED DECORATIVE FINISH 6'TEXTURED '+ BANDING (TYP.) 8' TEXTURED BANDING (TYR) FINISH FLOOR LINE 12 125 LINE OF INTERIOR HIP VAULT TEMP. FINISH FLOOR LINE RIGHT ELEVATION SCALE: 1/8' = I'-0' LATEST DATE IN pF2DGESS REVISION DATE DESCRIPTION t 08/2'7/OS PRO V Im v�/ 4 J vis 108 Alili M AYE EAST. aM H. MIR C4 r— , In Ila ox Z �!R Lu w &A X; o� o iJ-.0. v, Z 0O c� aj Q 0 m ItO N 10 CO IV � � N V J Q U i J W Q,4@ W Q Z Q O W > U G W > V F- 0 Q DATE 10-25-02 SCALE AS NOTED DRAM Bl' MT AUTOCAD FILE NAME 1991 ENSINEER of RECORD: DANSCO ENGINEERING, P.A. SI-EET DESCRIPTION ELEVATION OP I 11-1 _ I II 1 1 1 --------T--------------- I I I --- ----� �e 1 OFF -RIDGE VENT (TYP.) I � �e WALL ( ` �Q I I I II II I I I KNEE ------ WALL — — — — — — — — — — — — AT NIP 4' (UKOJ ROOF PLAN ROOF VENT SCHEDULE Verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below: Off ridge vents or Soffit Vent Mark Location equal system (sq. in.) (sq. in.) RV I Ist Level --- --- Roof RV 2 Garage --- --- Roof ROOF VENT CALCULATIONS: LINEAR FEET OF SOFFIT VENTILATION: 210 FT, TOTAL LINEAR FT. OF VENTILATION REQUIRED THROUGH ROOF VENTS: 16.96 FT. TOTAL LINEAR FT. OF VENTILATION FOR EACH ROOF VENT: 2.92 FT. NUMBER OF ROOF VENTS REQUIRED: 6 m NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT All CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, F THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FIN1514 FLOOR LINE OF THAT PARTICULAR ROOM 12 U 0 a5 12 OFF -RIDGE 45 LINE OF INTERIOR b 1p SHINGLE VENT (TYP) HIP VAULT ROOF 12 r ! ` a5 12 TDM. a 5 TEXTURED TYP DECORATIVE' SANpIPYs FINISH TEMF `O RED FINISH FLOOR LINE AT WO GRADE LINE (ASSUMED) LF.Fr El EVATION SCALE: 1/8' = 1'-0' LINE OF INTERIOR ' Ip HIP VAULT TnM _ ! SAND FIN1514 KEYSTONE - (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING Y 3/43 THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FINISH BANDING AND SAND FIN15HM KEYSTONES (Wi-IERE APPLICABLE) IF TWICKNE6515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FLORIDA BUILDING CODE 25042.1 AND ASTM C926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE LINE OF INTERIOR HIP VAULT T.OM. 6' TEXTURED BANDING (TYP) DECORATIVE FINISH FINISH FLOOR LINE 5HINGLE ROOF — SCALE: 3' : 1'-0' 6'TEXTURED — BANDING (TYP.) SHINGLE ROOF — 12 5p Imo— PLT. NT. Q5 LINE OF INTERIOR SHINGLE HIP VAULT ROOF -� _ T_OM. TEXTURED DECORATIVE TEMP. FINISH FINISH FLOOR LINE �'• ' GRADE LINE (ASSUMED) REAR El EVATION 5CAL.E:1/8' = 1'-0' —i[niuRw �i� rNAU_ TDM. (VERFY UV Im MW) SECTION AA SCALE: 1/8' = 1'-0' 12 6' TEXTURED a5 FRIEZE BANDING (TYP) 12 �5 8' TEXTURED 2'-4' BANDING (iYP.l SNINCsLE ROOF G.C. VERIFY 4' TEXTURED FASCIA CALL -OUT BANDING (TYP.) (TYPICAL)—� MIN flm� ■ GRADE LINE (A551MED) FRONT E3 SCALE: 1/4' =1'-0' SHINGLE ROOF 5 12 OFF -RIDGE NI�EVENT (TYP) 5HINGLE 5 p12 ROOF WWI DECORATIVE FEW FINISH AT 60B FIN15H FLOOR LINE —\ — GRADE LINE (A551m) 6' TEXTURED BANDING (TYP) TEXTURED DECORATIVE FIN15H FIN1514 FLOOR LINE LATEST DATE = IN PROCE85 REVISION DATE DESCRIPTION = 06/ZR/03 Q5 LINE OF INTERIOR 12 HIP VAULT ' T.OM. TEMP. FIN15H FLOOR LINE RIGHT ELEVATION SCALE. 1/8' =1'-0' CAI vis I PAX 813-$; *� O 101 AR.BSM AVE EAST, O1D8K FF. SW N r� M Q� 1q1 n� aC Z Z e z 1�8 W ofo Q0 � x 0 VJ Z w Fij w 4e V: D cn r 0 M J N U J Q R U � W Q W a:_j a 8 " 8 c 1- Q DATE _ 10-24-02 SCALE AS (NOTED DRAM BY = (NIT AUTOCAD FILE NAME 1991 ENOINEER OF RECORD = DAINSCO ENGINEERING, P.A. SHEET DESCRIPTION ELEVATION •B• ROOF PLAN SCALE: I/8' = 1'-0' STRUCTURAL NOTES. lO. PROVIDEi (1) S IN FILLED P. LINTEL AND (1) "5 IN FILLED KO. BLOCK ABOVE PROVIDE (1) 05 IN FILLED P. LINTEL W/ 2' RECESS 3O (2) 2x8 BEAM W/ 1%" PLYWOOD FLITCH W/ (1) SIMP50N LSTAIS a EA. END. PROVIDE A (3) 2x4 SPACER COLUMN a EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. LINE OF INTERIOR 5 I HIP VAULT TD 1. FINISH FLOOR LINE 125 0 0 0 OFF -RIDGE SHINGLE VENT (TYP) , ROOF TEXTURE DECORATIVE � FINISH :o GRADE LINE (A55UMED) LEFT El EVA110N SCALE: VS' I'-0' ROOF VENT CALCULATIONS: LINEAR FEET OF SOFFIT VENTILATION: 210 FT, TOTAL LINEAR FT. OF VENTILATION REQUIRED THROUGH ROOF VENTS: 16% FT. TOTAL LINEAR FT. OF VENTILATION FOR EACµ ROOF VENT: 2.92 FT. NUMBER OF ROOF VENTS REQUIRED: 6 ROOF VENT SCHEDULE Verify 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 equa I system (sq. in.) Soffit Vent (sq. in.) RV 1 Ist Level --- --- Roof RV 2 Garage --- --- Roof NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM 51LL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM a5 m 5 III LINE OF INTERIOR HIP VAULT SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WIC APPLICABLE) IF THICKNESS 16 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT TRICKNE55 OF TEXTURED FINISH OVER 3/4' FRAME APPLICATION TO BE PER TWCK FLORIDA BUILDING CODE 25042J AND ASTM C926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE (VERFY WV TR M MARF) SECTION AA SHINGLE ROOF 6' TEXTURED 5 12 12 a5 FRIEZE SANDING (TYR) PLT. TUT'. 12 5 LINE OF INTERIOR STUCCSHINGLE TEXTURED PIP VAULT ROOF V TEXTURED FIN15H 5HINGLE � BANDING (TYP) FINISH ROOF GD. VERIFY r f r 2'-0' 2' TEXTURED FASCIA CALL -OUT r " ��23 p BANDING (TYP) (TYPICAL) TDJ1. a+ (DIAJ 171❑ DECORATIVE FIN15H El 8' TEXTURED ❑ ❑ ❑ ❑ ❑ El❑ BANDING (TYP) FINISH FLOOR LINE [I F1 —4— 1 =—A�= GRADE LINE TEMP. ( °) FRONT El EIVATION SCALE: 1/4' = 1'-0' / 2 - 24 TEMP. SH. HD- AT 5'-1' W/ 1/2 RND. Fps. ABV. JIFLAT HEADF AT 1'-4` 5 16, DIA. CMJJ. --/ COLUMN ON IB' H. C.M.U. BASE 12 5 LINE OF INTERIOR SHINGLE, HIP VAULT ROOF 1~_` 1 _^ TAM. TEXTURE' TEMP. DECORATIVE Z FINISH FLOOR LINE• TE11P• GRADE LINE (A55UMED) FAI A-Amb Zm:s 1 i6WA yl SCALE: 1/8' = 1'-0' SCALE: 1/4' = 1'-0' SHINGLE SIf� 12 5p T.OA �T.OM. TEXTURED DECORATIVE FIN1514 6' TEXTURED i BANDING (TYP) ' 8' TEXTURED BANDING (TYP) FINISH FLOOR LINE WALE: III =1'-0' LATEST DATE , IN PROCE55 REVISION DATE : DESSCRIPTION , 05/2"1 0-1/20/04 DIMENSION CONVENTION ZALL & EXTERIOR OPENING DIMENSION -OUTSIDE FACE OF 8" NOMINAL BLOCK 4" FRAME WALL U.N.O. FOUNDATION DIN FROM OUTSIDE OF lNALL LEr.-.7EN� ■ INDICATES FILL CELL W/ (1) #5 VERT 5111111111 ® INDICATES TOP OF MASONRY • 8'-0" ■ ■ INDICATES SHEAR WALL INDICATES INTERIOR BEARING WALL IA C.M.U. )LUMN ABV PARTIAL FOUND. PLAN SCALE:1/4' = I'-0' O FOOTfNG SCHEDULE O t-I • SIZE REINFORCING DEPTH FI 2'-O'x2'-O' (U 5 • 6' OC. EACH WAY 12' DEEP F2 2'-6'x2'-6' (I) 5 * 6' O.C. EACH WAY 16' DEEP 0 o a OFF -RIDGE VENT (TYP) SHIROOF NGLE 2'-0' TEXTU 2' DECORATIVE dD W FINISH AT SIDES FIN15H FLOOR LINE GRADE LINE (ASSUMED) 12 Q5 LINE OF INTERIOR NIP VAULT 1 t T.OM. TEMP. FINISH FLOOR LINE RIGHT ELEVATION SCALE: 1/8' = 1'-0' FLOOR PLAN NOTES: 1. SEE SHEET 5N2 FOR COMPONENT 4 CLADDING DESIGN PRE55URE TABLE. 2. SEE: SHEET 5DWi 4 5DUJ2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH- INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 105,&). 4. *-DENOTES EGRESS WINDOW FOUNDATION NOTES: 1. SEE SHEET 5Ni FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE 51TE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 5TRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. ❑ SAMUEL A. GsFEEN15EIRG, P.E. "34245 ❑ THUY H. HUYNH, PE. #60122 ❑ IRWIN J. BENSON, PE. 049i58 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, T14E STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. in via PAX 813-9. ## #g00 48 Ai1lgTOR AYE 08T, M Wi, fi. UM N m (Dij Z W z_ m� a %5 O �� Lu QH v U �1 al Q� O� U V♦ Z O � GD � � 4Y1 p a� p M J N 0 U J 4 ` U W W cr J Q ci W 8 � 8 o F— DATE , 10-24-02 SCALE , AS (VOTED DRAWN BY , MT AVrOCAD FILE NAME 1991 ENGINEER OF RECORD , DANSCO ENGINEERING, P.A. SMIEET DESCRIPTION , ELEVATION •C• ■ LI II IL.._. it _ I II I I III _.. I. _ I 1.. - . ..l — _ ! —. I I L! L. i ❑ I 11 1 1 - _ - - I . —. - _.L- -- _ _ - - I _ ELECTRICAL. <E`' DUPLEX CONV9dea OUTLET { DUPLD(OlJW ABOVE COUNTER P. WEATIWROOF DUPLEX oIJW OUl GRIO W FAULT MERRUPTER DjgV OUTLET �$ HALF-SWIT00 DPLV OUTLET � SPECIAL. PIhT'oSE Otlil.ET DUPLEX OURET N FLOOR �e 220 VOLT OUTLET U LL SWITCH -t3 1HRFE-WAY SWITCH 14 FM -MY 5WTCN WEOSTAT SIINTCH CEILNG MOLMED NCAN)E"ff LW FD W WALL MOMW NCANDESW LW RAM 0 fECEW WA4DESM LIGHT FIXNRE +p, LKHT FD ff WM PALL CIM 4— TRACK LW c- Fl..OIJRESCENT LK,HT Fp(iURE 4 E* MT FAN Dcl'LAUST FMULW COMBNATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (oPnONAL) RUSIWON SWITCH (OPTIONAL.) ® SMOKE DEFECTOR F< TELEPHot'E (OPTIONAL) ® TELEVISION (oPna4l-) Q M W aTAT on ELECTRIC METER s ELECTRIC PANEL -� DISCOMECT SWITCH ® SPEAKER (oF'now 7 RDJGN-N FOR OPT. CELNG FAN v 1> c /> CEILNG MOIMED NCMDESCEM• L&IT FIXTURE V G J ROUGH-N FOR OPT. CEILNG FAN NOTES, L PROVIDE AND 16TALL LOCALLY CERTTFED 9101 AS REQ FO BY NATIONAL FIRE PROTECTION A560CIATION AND MEEI'NS THE RiamE'kNTS OF ALL GO ERMS CODES 1. PROADE AND NSTALL 0m, r CI IT- (GF) AS X-MIRED BY NATIONAL(NEC) REaJIREhI M OF ALL GOVERNNG CODES 3. L ESS OMMSE NDICATED, NSTALL SWITGNES 4 RECEPTACL.I:S AT THE FOLLOWING HEIGHTS ABOVE FNISH FLOOR: SWTCI— 42' OJLE1'S_l4' TELEVI��' 4. ALL SMOKE DETECTORS SHALL BE WIRED ON (1) CNa IT 5. IT 15 THE REWMBILITY OF THE LBW ELECTRJ M TO NM WIT ALL E SCTRIC L WORK 15 N FULL COMPLIANCE WITH Mau OWN -Sl AMro ALL APPLICABLE LOCAL STA DAFM CODES, b. ARC FA ILT RECEPTACLES N ALL BEDRO" PER %9 NEC. lal 04 CU TO COLD WATER PIPE 4 DRIVEN GROUND ROD SINGLE PHASE 200 AMP METER BREAKER PANEL NEMA 1 SOCKET 3m CIRCUIT 1 1/2' RIGID NIPPLE W/ (2) 01 AND (1) 03 CU THW CONDUCTOR Y POWER COMPANY ELECTRICAL RISER DIAGRAM Nib 9_E ELECTRICAL PLAN LATEST DATE = IN PROCESS RF-VI510M DATE DESCRIPTION = 00/21/O5 0-t/20/04 E.Ko. *1:3?I n rm cn Z 1 I a z °� d =v � No rn X I� aw 4� O �(L co Z�IL: u:u: 0 cd cd a m N 0 10 co � a J N U J a z� } Q p W p � 9 8 8 ° Q DATE RELEASE DATE SCALE . AS NOTED DRAM sY MT AVTOCAD FILE NAPE 1991 ENSINEE'R OF RECORD = DANSCO ENGINEERING, P.A. SHEET DESCRIPTION = ELECTRICAL PLAN 4 - f � ., .I't �4. ¢' +_L;lif r J �,•�7.1 1: -—tt+,_t .._-._ -i -- ± • i 'ta :�4 Ik'('r. „�'�r y,r.`yt'd ,tt I 'ilt�. y= ,. ! -. F ., i . lIla it �� .... , -I ._.J . , •♦ O I 1-01 16 -- 2'-0 �ICAL �' S��ACK CO�N��5�1" �AU�I.ING ANP 5FACING P�M I 5HIN6I.� P11,00F GARAGE RIGHT 2 2.5 Faini,-J �nJ Mark DUE TO DEFLECTI❑N DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENG, PACK) 2Xf STICK LUMBER 24 O.0 MAX IN LINE WITH JACKS DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) TRUSSES AFTER DROP 2 1 1/2' SIMPSON CONNECTORS TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT— TION QTY. CONN. CAPACITY FASTENERS** PER CONN. A11 G LEFT 2520 MGT 1 4200 22-1 Od & 5 8" ATR W/5" EMBED & SIMPSON SET EPDXY RIGHT 2520 MGT 1 4200 22-1Od & 5/8' ATR W/5" EMBED & SIMPSON SET EPDXY B6G LEFT 1280 MTS18 2 1720 28-1Od x 3 RIGHT 1280 LPTA 1 1535 15-1Od x 1 1 " C1 G LEFT 773 LPTA 1 1535 15-1 Od x 1 1 Z2" RIGHT 1129 MTS18 2 1720 28-1Od x " D1 G FRONT 1000 LPTA 1 1535 15-1 Od x 1 1 2 REAR 1000 HUS26-2 1 1235 8-16d 743 MTS18 NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPTA OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY LPTA 1 1535 15-1Od X 1 1 2 TIMBER HC10 1 990 16-8d X 1 1 2 HUNG HUS26 1 1 1286 20-10d X 3 USP LUMBER CONNECTORS, HUGHES, SEMCO * 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 16d GUN NAILS ATTENTION! A SPREADER BAR IS RECOMMENDED WHEN INSTALLING TRUSSES. ALL INTERIOR BEARING WALLS SHOULD BE IN PLACE PRIOR TO INSTALLING TRUSSES. ALL PERMANENT BRACING SHOULD BE IN PLACE PRIOR TO LOADING TRUSSES. (i.e. SHEATHING, SHINGLES, ETC.) \1 j �0' -0 141 14, -01 -OI I 2' -011 -/ li l 12' -01 1 1 /4" = 1'-0" LATEST DATE : IN PROCESS REVISION DATE DESCRIPTION 08/27/03 07/20/04 E.W.O. #1371 �1 Q G 04 0 m J 7 , avis SAX 818-"#*^Itl00 100 AlilI8T0N AYE M, OL09 K FL 30 N ® f1- °o' z U- W W a �z 2� qW S w o� O Z u: IC U; R6 I c O 61 ad 0 aj Cd P W m N 10 of to J N U J a } m V JW Q W O ( 8 8 J � Q DATE RELEASE DATE SCALE AS NOTED DRAWN BY: MT AUTOCAD FILE NAME 1991 ENGINEER OF RECORD DANSCO ENGINEERING, P.A. SHEET DESCRIPTION : FLOOR TRUSS LAYOUT 'A' & •S' AA- ,. _ _..n I i I I -.1 - IL—W l --- II . -I I u I L ! .. 1 1 I - - I - -' ` -- ---- - TO M. PACK FOP CONN�C110N 16 21 `0[ MCAL 7' 5�OACK ANP 5FACIN6 5HN6L� r"'.00F P"'MI GARAGE RIGHT —1 2.5 12 Faked end Mark 2'STICK24 oc MAX �ER IN LINE WM4 JACKS DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) TRUSSES AFTER DROP e 1 1/2' 16d GUN NAILS SIMPSON CONNECTORS TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT— TION QTY. CONN. CAPACITY FASTENERS** PER CONN. A11 G LEFT 2520 MGT 1 4200 22-1 Od & 5/8 of ATR W 5" EMBED & SIMPSON SET EPDXY RIGHT 2520 MGT 1 4200 22-1Od & 5 8 ATR W 5n EMBED & SIMPSON SET EPDXY B6G LEFT 1280 MTS18 2 1720 28-10d x 3 ff RIGHT 1280 LPTA 1 1535 15-10d x 1 112" C1 G LEFT 773 LPTA 1 1535 15-10d x 1 1 Z2" RIGHT 1129 MTS18 2 1720 —1 d x " D1 G FRONT 1000 LPTA 1 1535 15-10d x 1 1 2 REAR 1000 HUS26-2 1 1235 8-16d 743 MTS18 NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPTA OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY LPTA 1 1535 15-10d X 1 1 2 TIMBER HC10 1 990 16-8d X 1 1 2 HUNG HUS26 1 1286 20-10d X 3 USP LUMBER CONNECTORS, HUGHES, SEMCO * 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 40' -0" I41_011 2� g ' 11-011 2'-011 z_011 i7-011 11 011 PLT. HT. ® 12'-8 1 1 /16" ROOF FRAWNG PLAN qvcqv LATEST DATE IN PROCESS REVISION DATE DESCRIPTION 08/27/03 07/20/04 E.W.O. #1371 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1606 FOR 110 MPH WIND ZONE (1997 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0 �m avis PAX 108 ARllM N AYE EAST, OIDW FL 81871 avis PAX 108 ARllM N AYE EAST, OIDW FL 81871 C4 r� O 0- U w { z _ m� 9 0o v Cq Z U ` (0 4� O� U ZL O LL: 6 U; W L: 6 P Q W m 0 M It to J N U J } U _I W W W t 4 :30 ° Q DATE RELEASE DATE SCALE : AS NOTED DRAWN BY: MT AUTOCAD FILE NAME 1991 ENGINEER OF RECORD DANSCO ENGINEERING, P.A. SHEET DESCRIPTION : FLOOR TRUSS LAYOUT •B' E C__ D m � STRUGTURAL NOTES SPEGIFIGATIONS I. I. GONSTRUGTION 1. 1, 1. AGI 310-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. I. 2. AGI 530/A5GE 5/TM5 402-qg d AGI 530, I/A56E 6/TM5 602-qcl SPECIFICATIONS FOR MASONRY STRUCTURES. I. 1. 3. A5TM G270-q2, G476-01, AND GqO-qO SPECIFICATIONS FOR MASONRY STRUCTURES I. I. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. FLORIDA BUILDING CODE (FBG), 2001 EDITION I. I. 6. "MANUAL OF STEEL GONSTRUCTION, ALLOWABLE 5TRE55 DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (A15C) cTTH EDITION. I. I. 7. °DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE (TPI) Igg5 EDITION. DES I ON : I. 2. I. AGI 315-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 2. 2. AGI 530/A5GE 5/TMS 402-qq r£ AGI 530, I/A5GE 6/TM5 602-qq SPECIFICATIONS FOR MASONRY STRUCTURES. I. 2. 3. ASTM G270-q2, G476-41, AND GqO-q0 SPECIFICATIONS FOR MASONRY STRUCTURES I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (NIPS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL A6GOMPANYIN6 SUPPLEMENTS. I. 2. 5. PLYWOOD DE516N SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBG), 2001 EDITION SHOP DRAW I NC 5 : THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWIN65 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE : DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRAGING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2. ! . DEAD LOADS 2. 1. I. UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE 150 PGF 2. 1. 3. UNIT WEIGHT OF 0" G.M.U. BLOCK : 40 P517 2. 1. 4. 15T FLOOR 5UPERIMP05ED LOAD 20 P5F 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION HALLS: II PSF 2. I. 6. UNIT WEIGHT OF 2x6 BEARING WALLS : 12 PSF 2. 1. 7. BALCONIES $ DECKS : 15 PSF 2. 1. 0. TILE ROOF TOP CHORD 15 PSF BOTTOM CHORD 10 P5F 2. I. q. SHINGLE ROOF TOP CHORD 7 P5F BOTTOM CHORD : 10 PSF 2. I. 10. FLOOR TRUSSES 15 2. 2, LIVE LOADS : 2. 2. I. SIDEWALK AND DRIVEWAY LOAD: 200 P5F 2. 2. 2. GARAGE LOADS: 50 P5F 2.2.3. CORRIDORS AND BATHROOMS 00 P5F 2.2.4. PARTITIONED ROOMS: 40 P5F 2. 2. 5. BALCONY AND DECKS : 40 P5F 2. 2. 6. STAIRWAYS AND LANDINGS : 40 P5F 2. 2. 7. ROOF: 20 PSF 2. 2. 5. FLOOR TRUSS TOP CHORD MINIMUM : 40 P5F 2. 2. q. ROOF TRUSS TOP CHORD MINIMUM 20 PSF 2. 3. RAILINO LOADS : 2. 3. I. ALL RAILING AND GUARD RAIL 5YSTEM'5 ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DE516NEP TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.5.5. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 150. 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 STRESSES IN THE MEMBER COMPONENTS. 2. 4. WIND LOADS : 2. 4. I. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. 1606 OF THE FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDING. 2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 P5F TILE 2. 5• DEFLECTIONS : 2.6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. STRUGTURAL NOTES 5. DESIGN METHOD 3. 1. LOAD FACTOR DE51ON 3. I. I. THE LOAD FACTOR DESIGN METHOD WA5 USED TO DE516N : GA5T-IN-PLACE CONCRETE SLABS AND FOOTINGS 3. 2. SERVICE LOAD DES I ON : 3. 2. I. THE SERVICE LOAD DESIGN METHOD HAS USED TO DESIGN MASONRY WALL5 AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3 3 LOAD GOMBINATIONS FOR LFRD DESIGNS 3. 3. I. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RE515T THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3 4, DESIGN A55UMPTIONS : 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLE55 5HOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. RE I NFORG I NC-C STEEL : 4. I. I. REINFORCING STEEL SHALL BE A5TM A615-cI4 GRADE 40, f'y = 40 K5I 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOW5: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HBWN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DE51ON COVER REQUIREMENTS G-I-P CONCRETE FORMED AGAINST EARTH 3" 6-1-P CONCRETE EXPOSED TO EXTERIOR: 2" G-I-P CONCRETE NOT EXP05ED : 1 1/2" GROUT FILLED MASONRY : 3/4" PRE 5TRF55ED CONCRETE LINTELS (ADD. REBAR IN) 1 1/2" PRE GAST GROUT FILLED LINTELS (ADD. REBAR IN) 1 1/2" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM AI05-clOa. 4. I. 5. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION. 4. 2. CONCRETE 4. 2. I. CONCRETE TYPE MIN. 20 DAY DESIGN (f'c) MODULES OF ELASTICITY DE51ON (E) G-I-P CONCRETE (NORMAL WEIGHT) 2,500 P51 2,b50 Ksi G-I-P GROUT 2,500 Psi 2,050 Ks[ PRE GAST CONCRETE LINTELS 3,000 P51 3,122 Ksl PRE 5TRE55ED CONCRETE LINTELS 5,000 P5I 4,030 K51 4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL GON515T OF PEA ROCK (3/5" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 0" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE GONDUCTED IN ACCORDANCE WITH THE 5PECIFIGATION5 A5 STATED. 4. 2. 6. EARTH SUPPORTED 5LAB5 (EXGLUDING EXTERIOR WALKWAYS 4 DRIVEWAYS) 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF MID -DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF ® GONTRAGTOR5 DISCRETION. 4.2.1. CONCRETE PLACEMENT PRACTICES `✓HALL BE IN ACCORDANCE W/ ALL AGI- MCP Iggq STANDARDS. 4. 3. CONCRETE MA50NRY : 4. 3. I. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED ® 5'-0" O.G. MAX, ® BOTH 51DE5 OF OPENINGS 6'-0" WIDE OR MORE, @ THE HIGH SIDE OF ALL MASONRY WALL STEPS, a ® ALL CHANGES IN DIRECTION OF THE MA50NRY WALLS. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A51-M G90-CIO, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS 4 CAVITIES BELOW GRADE WILL BE FILLED W/ GONGRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 P51 MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND GON5TTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. 4. 3. 7. LINTELS SUPPLIED BY APPROVED MANUFACTURER: 1) FEGP/GAST-GRETE CORPORATION 2) POWER GONGRETE 3) ALLIED PRECAST 4) LOTT 5) MARION MASONRY 6) WIEKKA STRUGTURAL NOTES 4.4. STRUCTURAL LUMBER : 4. 4. I.1. INTERIOR LOAD BEARING WALLS S.P.F., fb = 675 P51, E = 1200 K51 ALL EXTERIOR FRAMING S.P.F., fb = 675 PSI, E = 1200 K51 ALL FRAME WALLS TO BE CONSTRUCTED USING S.P.F. , STUD QUALITY OR BETTER 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATION5 SHALL BE APA RATED SHEATHING EXP I U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED 5HEATHING EXP I U.N.O. 4.4.4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD IS TO HAVE 51MILAR OR GREATER SECTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN GONTAGT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWIN65 TO THE ENGINEER OF RECORD. 4. 4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACGORDANCE WITH THE "DESIGN 5PECIF16ATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE AN51/TPI I-Igg5, HIB-ql AND 05T-00. 4. 4, 0, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME WALL5 SHALL HAVE 7/8" 5T000O FIN15H PER A5TM G. g26. APPLY 3 LAYERS W/ THICKNESS OF 7/0" OVER METAL LATH. FIRST 2 LAYERS 3/0" THICK. EACH, AND 3RD LAYER 1/0" THICK. 4.5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DOWN5 SHALL GONSI5T OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS: A5TM A36-36M q4 Fy = 36 Ksi ROUND METAL PIPE : A5TM A53-14, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : A5TM A500-cK GRADE B Fy = 4ro"I HIGH STRENGTH BOLTS : ASTM A325-q4 MACHINE BOLTS : GALVANIZED ASTM A307-q4 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fyy = 33K51WITH bg0 GALVANIZED COATING IN ACCORDANCE WITH A5TM A525-07. 4. 5. 3. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: Bd = 0.113% IOd = 0.128", 12d = 0.125", I6d = 0.135". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORRO51VE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWN5, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND 5PEGIFIGATIONS. 4. 5. 7. CONCRETE EMBEDDED 'JBOLT5 USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND AL16NMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.5. CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT. 4. 6. MICRO -LAM LUMBER: 4. 6. I. MICRO -LAM STRESS GRADE5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 P51 Fb = 2,950 PSI Ft = 1050 P51 Fc = 500 P51 (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 205 P51 4.7. STEEL: 4.7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.5.G. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36-361-1 q4. 4. 7. 4. STEEL TUBING: A5TM A500-q4, GRADE B. 4.1.5. WELDED CONNECTIONS: E10XX ELECTRODES, MINIMUM 51ZE FILLET WELDS 3/16", AW5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING% ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. STRUGTURAL NOTES 4. 8. 501L: 4. 8. I. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. 4. b. 2. ALL SOIL 15 TO BE GLEAN d POISONED FOR TERMITES PER FBG 2001 SECTIONS 104.2b, 104.23, 1403.1.6, 1503.4.4, 1016, IG16.-1.5, 2303.1.4, d 2304. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • Soil Chemical Barrier Method • Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, Is an approved termite protection system or method. IF CHEMICAL 501 L TERMITE TREATMENT 15 USED 1. FBG 104.2.6 - "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 1505.4.4 - Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. FBG 1505.4.4 - Irrigotlon/sprinkler 5 stems Including all risers and spray heads shall not be Installed within 1'-0" of the building side wall. 4. FBG 1403.1.E - 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 cementitlou5 finish less than 5/0" thick adhered directly to the foundation wall. 5. FBG 1016.1.1 -- Initial treatment shall be done after all excavation and backfill is complete. 6. FBG 016.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBG 1016.1.3 - Boxed areas in concrete floors for subsequent installation of traps, 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. b. FBG 1016.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment 15 required. g. FBG 1016.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBG 1816.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure 51dewa115. 11. FBG 1516.1.E - 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 1016.1.7 - All buildings are required to have pre -construction treatment. 13. FBG I016.1.7 - A certificate of compliance must be issued to the building department byyLa licensed pest control company before a certificate of occupancy will be Issued. certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment 15 in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBG 2305.1.5 - After all work Is completed, loose wood and fill must be removed from below and within I'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 15. FBG 2305.1.4 - No wood, vegetation, stumps, cardboard, trash, etc., shall be buried within 15'-0" of any building or proposed building. 4. 5. 3. SOIL 15 TO BE GOMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY A5TM D 1557-ql ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-5 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. A1RE\ASED 08-15-03 AoCREATED 01-02-02 120 MPH 3 SEC. GUST ❑ SAMUEL A. GREENBERG, P.E. *34245 ❑ THUY W. HUYNH, P.E. i11ro0122 ❑ IRWIN J. BENSON, P.E. o49158 DAL ABBAS HAKIM, P.E. *56186 TO THE BEST OF THE ET SHMR'S KNOUL.EDGE AND BELIEF, TW STRUCTIRAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160E FOR 120 MPH 3 SECOND GUST, EXPOSURE W WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE DATE IT 18 SIGNED AND SEALED. SKIED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWNG ONLY. T- - - - - - -- - --- -- ' -- -- - - 7i %(' ,.:1• F r.Y Lw� b;: a • r . -r �,T-r---�. '.� _�-•T': r'_---__- �. 1 t •R. r b. --� - - ' -�- I � � i i ii ii'yil II !� 1Lll` I I' 12 INSULATION TYP.) VARIES BAFFLES 1/2" HIGH STRENGTH CD GYP. BOARD OR 5/8" WALL BOARD W/ DRYWALL SCREWS ® 7" O.C. CEILING & 8" O.C. WALLS R30 MIN. BATT OR BLOWN INSULATION 1 x2 P.T. HORIZONTAL NAILER // STD. 90° HOOKJ (SEE DETAIL) R4.2 MIN. INSULATION ON EXT BLOCK WALLS PRE ENGINEERED WOOD TRUSS ® 24" O.C. U.N.O. HURRICANE ANCHOR ® EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS �OOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN2 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x4 SUB FASCIA 12" U.N.O. .2 ALUMINUM VENTILATED SOFFIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL 1 x2 PT WD FURRING TYPE "S" MORTAR 24" O.C. ARCHITECTURAL 1/2" GYPSUM FINISH WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILE 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL 3 1 /4" BASEBOARD 6x6 W1.4xW1.4 WWF s STD. 90° HOOK OR FIBERMESH (SEE DETAIL) CONCRETE SLAB WITH BROOM FINISH SEE STRUCTURAL NOTES MIN. 2500 PSI CONC. SLAB 21 6 MIL VAPOR �� 777, �T o0 \ BARRIER // E a ///� = Z (2) #5 REBAR CONT. 3 MIN. CLR• CLEAN POISONED AND COMP. ON 3" CHAIRS TYP. SOIL. (COMPACTED TO 95% MODIFIED U.N.O. 1 _4n PROCTOR ASTM D1557) 14UD CO1" 1PL1,4NT T T FIC>.4L W,4LL SECTION NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMATION SIMPSON SP1 CONNECTOR NOT TO SCALE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT ® 24" O.C. SPACE ANCHOR BOLTS 6" MAX. W/ 2"Ox3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLATE 6X6 W1.4XW1.4 WWF OR FIBERMESH D D. I / / / 3 1/2"- 4" o A* / MIN. NOTE: (2) #5 CONT. ��\//�\//////\ ! HILTI 1/2"0 KWIK BOLT II W/ 6" EMBEDMENT MAY BE 1'-4" USED IN LIEU OF ANCHOR BOLTS. T'*1'P1CAL INTERIOR BEARING UJALL SCALE: 3/4 1'-OII SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 6X6 W1.4XW1.4 WWF OR FIBERMESH C14-9 -.— — - a ° - -� -. GRADE (1) #5 CONT. 4" " MIN. T�I'PIC,4L TkCKENED 5L,45 EDGE L 5CALE: 3/4"=1'-m" 51 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ELEV. VARIES 1" x 2" FURRING 1" x 6" ROUGH SAWN CEDAR 2" U.N.0 72x4 SPRUCE SUB FASCIA 2" U.N.O. 12" ALUMINUM VENTILATED SOFFIT ALTERNATE FA5CI,4 SCALE: 3/4" =1'-O" CONTINUOUS TO FOOTER BELOW c3O* POOK DETAIL LOAD BEARING OR ---- EXTERIOR WALL 1/2"0 ANCHOR BOLTS 0 24" O.C. W/ NUT & WASHER (1) SIMPSON SP1 TYP.--,, 1 x4 P.T. BASE NAILE (1) #5 VERT. IN FILL CELLS 3/4" BASEBOARD (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI w z U B -J 4%4" INSPECTION PORT AT 6X6 W1.4XW1 4 WWF N 0 / EACH FILLED CELL TYPICAL OR FIBERMESH '� HEADER BLOCK U.N.O. sI- IZ °— d N GRADE c Z 00 6 MIL VAPOR BARRIER /�\//\/JI \ a.. CLEAN POISONED AND COMP. ae NOTES: SOIL. (95% MODIFIED PROCTOR '� \\\�// . //�//�/ 00 1. FILL ALL CELLS BELOW GRADE WHEN PER ASTM D1557) • <. WHEN STEM WALL IS LESS THAN 40 31 MIN. CLR. STD. 90' HOOK ABOVE GRADE. (2) #5 REBAR CONT. (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN ON 3" CHAIR 1 -4 " 40" HIGH CONSULT ENGINEER. 8%8"06" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I II L===_____�i - ---- IIZ�-- ___�L_---____ JL _________=FIRST BLOCK TO �_--- r---- �r BE I u II I n n u u u II n u u n n n u SET IN MORTAR I u r----------ir— u u u n L — ___----JL_________JL _= _ _____J -ir----------ir------ �r---- ---- n n ,. n 8 x4 x16 NOMINAL I u I u I II n u u u II II II 3/8" MORTAR BETWEEN BLOCK WITH 3/8" IL --_ --- SLAB & BLOCK -ir____—J_L MORTAR BETWEEN r v II -' ------ _ ,r - II ii ,I COURSES I 11 I n II II II II u n I u II n u I u ELEV. 0'-0" r---- ir— I II L _ ___--__JL_____-- JL ____JL—___ot 1 1 ,r----------Ir-- — e . AF II II ° A.F.F. ELEV. -0'-5 1/4" _ A.F.F. d . e .° d , ° .° a ,e '.°.e 4 ° ° ELEV. -0'-4 1 4" z ~ �¢ z 2%6" RIPPED TO ACTUAL 4 1/4" WIDE. ° a a ° ' A.F.F. (D '.`OR 2%4" WITH e e 3/4" FURRING a ' ' °_ o .4 e v N -GARAGE DEPTH ° VARIES ° ` e o d a . e ° ,ALTERNATE 5TEMW,4LL FOOTING r,4,4' C-1:,4RAGE 5L,45 AT 5TEP 5CALE:3/4'=1'-O" 51 SCALE:3/4"=1'-O' S1 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 20" MIN. LAP 1/2" MIN. PLYWOOD SHEATHING NAILED 2x S.P.F. STUDS @ 16" O.C. W/ 8d COMMON NAILS ® 4" O/C BOUNDARIES, 3 OR #4 REINFORCING BAR 2x STUD 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. „ 8 C.M.U. (2) ROWS OF 2x BLOCKIN 2x STUDS 0 16" O/C 03 4 04 LAP VOL ICE ,= I I 1"x P.T. STUD 0 THIRD POINTS R11 25" MIN. LAP 5 VERT. IN FILLED CELL 1/2"0 x 8" "J" BOLT 0 24" O/C 7/8" STUCCO FINISH PER ASTM C. 926 W/ 2"OX 3/16" PLATE WASHER TYPICAL APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" " " " " 1/2" x 6 J BOLT NOTE: OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK #5 REINFORCING BAR ® 24" O.C. VERT. BOLT II EACH. 3RD LAYER 1/8" THICK. HILTI ' MIN. EMBEDMENT *5 LAP SPLICE BE USEDI N LEUEOFEANCHOR BOLTS. FSIMPSON SP1 0 EA. STUD 36" MIN. LAP 2x P.T. PLATE 6x6 W1.4xW1.4 WWF OR FIBERMESH 2X P.T. PLATE REINFORCING BAR 204 LAP SPL f CE D � °P p \\/ �\/ �\/ \ '"' / '• D D FINISH R ADE D / / / C00 Z p ° 6 MIL VAPOR BARRIER -A X \ r • D / " #5 REINFORCING BAR " �\�\�\\ CLEAN POISONED AND COMP. �\�\ R 1 7/8 \/\\/\/\\/\\/\ SOIL. (COMPACTED TO 95% MODIFIE \ p \ \ PROCTOR ASTM D1557) / STD g0' H��K ""*11\ FRAME WALL TO C.M.U. WALL CONNECTION D SCALE:3/4"=I'-O" 51 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. GRADE _ ELEVATION 0'-0" °O TOP OF SLAB FIN15H TEXTURE BREAK H 5CALE: N.T.S. 51 T"1'PICAL EXTERIOR FRAME WALL FOOTING E SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3i4'=1'-0' S1 RE8r4R DETAILS 1` SCALE: N.T.5. 51 P.T. 2x4 1/2" GYP. BD. SOLE PLATE HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD r z SEALANT °!o BLOCK WALL BEYOND • • INTERIOR °. " A XPANSION JOINT-\ A Ar .- VARIES H.D. RECESS HILTI X-CF NAILS 0 12" O.C. #5 CONT. STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH 3 1/2" MIN. PLATE TO CONCRETE OR EQUAL CONCRETE SLAB a 3" MIN. CLEARANCE6 MIL [ (2) #5 CONT. V-4" VAPOR BARRIER Ilk g" 11 1'_4" 1[811 ON 3 CHAIRS (TYP.) (2) #5 STEEL (CONY..) ON CHAIRS Cx,4R>4GE DOOR 5L,45 RECESS J 5CALE: N_T_5. SEE A/S1 FOR MORE SLAB INFORMATION 2X STUDS 0 24" O.C. U.N.O. 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS ® 8-O.C. GARAGE U N " SEAL CBEAD / U.N.O. SEALANT 6X6 W1.4XW1.4 WWF OR FIBERMESH I -----_8--�_ Nz d \� d INTEiRIOR W,4LL SLAB STEP NON -BRCS, K SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3/4"=1'-O' S1 EXPANSION JOINT FORMED USING /2" EXPANSION JOINT MATERIAL 3/4" RECESS FOR S.G.D. " 3/4 RECESS FOR S.G.D. 6X6 W1.4XW1.4 WWF THICKEN SLAB EDGE GE BETWEEN DOOR FRAMES ED SHOWN 6X6 W1.4XW1.4 WWF OR FIBERMESH OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O. d CN 00 \ ° / / \ 6X6 W1.4XW1.4 WWF (2) #5 CONY. �\" \\\. '\\ �" 2 5 CONY. ( ) # n OR FIBERMESH " n n �T (1) #5 CONY. OPTION 01 OPTION *2 5LA5 5TEP 4 RECE55 'a 5_G-D- 1„1 SEE DETAIL L ON SHEET S1 5CALE: 3/4"=1'-O" 51 FOR OUTER EDGE OF LANAI SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL— CONT. FOOTING STEEL 6" MIN. GRADE / FOOTING DEPTH SEE SCHEDULE ,/\\ PAD REINFORCEMENT (SEE SCHEDULE) MASONRY WALL AND --------MASONRY FOOTING EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. 3 1 /2" MIN. FOOTING BEYOND • 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE ,4T10 COLUMN FTG. DETAIL N 5CALE: 3/4N.T,5. 51 SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.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 CONNECTO TOE NAILS ® EACH END " 2"x S.P.F. OR EQUAL) 1/2" CDX PLYWOOD OR 7/16 STUDS ® 16' O.C. U.N.O. O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING COMMON NAILS ® 4" O.C. 0 3rd PTS FOR WALL HGT. > BOUNDARIES, 6" O.C. 0 EDGES, 19 AND ® 12" O.C. @ FIELD UMPSON SP1 CONNECTOR 1/2"Ox8" ANCHOR BOLT ® 24" O.C. 2x P.T. BOTTOM PLATE W/ 2"Ox3/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF 4" MIN. OR FIBERMESH 3 1/2"- 4" 3 1/2" 4"/ R/ MIN. MIN. (2) #5 CON . " 4" 1'-4" U.N.O. MIN. 7*'PIC,4L 5E,4RING UJ4LL a 5TEP C NOTE: SCALE:3/4'1=1'-O" 51 SIMPSON HETA20 ® EACH STUD WITH 16-10d X 1-1/2" MAY BE USED IN LIEU 0 ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1 /2"0 KWIK BOLT II EXTENDS UP STUD. W/ 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 CONNECTO TOE NAILS ©EACH END 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING 0 MID HGT. FOR 19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ® 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT © 24" O.C. W/ 2"Ox3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR 2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF 4" MIN. 21 OR FIBERMESH ° D D / / 3 1/2"- 4" - 1/2"-4" , Ilk MIN. MIN. \ \\ (2) #5 CON . 4n ,_ n n U.N.O. MIN. ALTERNATE T�I FICAL SEARING WALL a 5TEP l,U/O 5HEAR WALL rc�c�, NOTE: SCALE:3/4"=1'-O" 51 SIMPSON HETA20 ® EACH STUD WITH 16-10d X 1-1/2" MAY BE USED IN LIEU 0 ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT II EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY SIMPSON SP1'S ARE NOT - . - „�•. .. - B USED IN LIEU OF ANCHOR BOLTS. ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. '060122 ❑ IRWIN J. BENSON, P.E. 04S158 ❑ AL I ABBAS HAKIM, P.E. S& 186 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL. PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. AoCREATED 01-02-02 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. EDANSGO ENGINEERING, P.A. PA.15OX 3400 - APOLLO 5EAC14 - FLORIDA - M12 2 C MPH PHONE - (813) 648 0166 PAX - (813) 645 S6W 4b10 ©THESE CLIENT ONATHISSAND PROJEDT.SANY REPRODUCTION OS ARE THE JOINT RPERTY OF DANSCO UNAUTHORIZEDUSE SNPRORBM. - 00 THE 3 SEC. GUST SEAL LENNAR BIOMES SC�►LENOTED N 8.v. DATE 1/2/02 T41PA DIVISION N: /BLOCKS/STD 2001 SECTIONS, DETAILS, NOTES S1 12 RE -ENGINEERED WOOD TRUSSES ®24" 0/CKNOCK-OUT BLOCK NOTCH LINTEL WHERE REQUIRED " MAX.A ,,--GIRDER TRUSS W/ (1) #5 FOR CONCRETE PLACEMENT —7 SEE ELEV. PLIFT CONNECTOR (SEE SCHEDULE) --PREFAB CHIMNEY CAP SIMPSON OUBLE 2"x4" S.P.F. TOP PLATE SIMPSON H5 AT FLASHING HTT16 TYP. 7/8" STUCCO FINISH PER ASTM C. 926 EACH JOINT TYP. 2"x4" BLOCKING (SEE MANUF. ATTACH BLOCKING SPECS. FOR MINIMUM DISTANCE) TO TRUSSES W/ SIMPSON SLOPE IMPSON MTS12 0 EA. CORNER APPLY 3 LAYERS W TOTAL THICKNESS 7/8" A34 ANGLE TYPICAL EXTERIOR FINISH RE -ENGINEERED OVER METAL LATH. FIRST 2 I"AYERS 3/8" aQ WOOD TRUSSES I THICK EACH. 3RD LAYER 1/8 THICK. zz PREFAB CHIMNEY f 2X TOP PLATE CRICKET AS REQUIRED Z ¢- 2 x A REFAB CHIMNEY ASSEMBLY BLOCKING 0 MID POINT WHEN ¢ C�R( 5/8"� THRU = w�- a ` — — CHIMNEY EXCEEDS 6'-0" IN HEIGHT BOLT - I =z GALV. METAL =a p FLASHIN I A r4 1 /2" SHEATHING OR O.S.B. . I oN I� 2"x4" STUDS 0 16" O.C. MAX. SIMPSON SP2 0 EA. STUD y= ¢ 2"X4" ® 16" O.C. MAX. GALV. MTL. FLASHING 2"x4" BLOCKING TYP. 2 X B.U.0 CRICKET ­/TRUSS SIMPSON HTT16 AEXTERIOR GRADE SHEATHING S ATENED TO TRUSSES WITH 8d COMMON TOP CHORD TYP. WIRE NAILS 0 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD ''' TYPICAL CHIMEY DETAILS F =' SECTION "A —A° TYPICAL 1-4TTI/ TO 2 x BUILT-UP COLUMN STD. 90• HOOK FILL CELL BOND BEAM ° CONT #5 BAR o o° 8-16d NAILS CONT. #5 5/8"Ox8" "J" BOLT OR 5/8"0 HILTI KWIK BOLT II BAR sTD. 90 W/ MIN. 8" EMBEDMENT HOOK 0 I vj I PSON M1S12 ® EA. CORNER NOTES: SCALE: 3/4"=I'-0" OUBLE 2"x4" BLOCKING SCALE: N.T.S' &2 BUILT-UP COLUMN DETAIL SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. �1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. © �5 NT FROM FQU�,Q�ION 2X4 PT STUDS ® 16" O.C. OR (1)2X4PT STUD 52 VERIFY THAT ALL REINFORCEMENT ® OPENINGS LESS THAN OR EQUAL TO 6'-0" TO HIGHEST UA to SIMPSON STRONG 0 24" O.C. UNDER COMMON TRUSS W/ 2) 2x4 HAS BEEN PLACED PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTT16 N PT STUDS UNDER HIP CARIER/GIRDER TRUSS ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. BOND SEAM STEP DETAIL }-} MAIN SPAN ROOF TRUSS SIMPSON HUSC48 CONCEALED FLANGE ABOVE (1) SIMP ;ON LSTA14 SCALE: N.T.S.Is. 52 ® 24" 0/C STAGGERED (TYP.) TYPICAL FILLED SCALE: N.T.S. S2 UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 1 Od INTO BEAM & C 2X4 BLOCKING LINTEL ASSEMBLI' SIMPSON META20 0 EA. STUD (6) 3/16" X 1 3/4" TAPCONS FOR FLOOR CONNECTION MOISTURE BARRIER lOd NAILS ®6" 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ 2500 PSI GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK KNEEWALL ABOVE MA&ONR`►- WALL DETAIL SCALE: N.T.S. 52 /VENT OR 2ND FLOOR 4 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2 X 8 BEAM TRANSOM OPENING 7'-4" A.F.F. 17 PRECAST RECE S LINTEL (FILLED) #5 REBA DOOR OPENING El I TH AVITY TH A O.C. STAGGERED z TRANSOkA FRAMING SIMPSON DTC ® 0 0 EA. BLOCKING 16d NAILS ® 16" O/C TYP. 2-ROWS 16d NAILS STAGGERED ® 16" O/C EACH FACE OR 3 OwWS� 16d AILS STAGGERED r� 16 0/C FOR 2"x10" OR GREATER HEADEER SCALE: N.T.S. 52 SIMPSON STC W/ TRUSS BOTTOM CHORD OR 8" 8" EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5/8�� 8" 7 5/8"� 7 5/8 TOE NAILS ® EACH END (24" O.C. MAX) PLYWOOD 2X8 WALL o E SHEATHING ABOVE ENTRY (1) 2"x4" CRIPPLE FOR 1 DOUBLE HEADER W/ 1/2" TT 82 K.O. BLOCK OPENINGS(( 6))'-0" OR ❑ B W/0) #5 CONT. LESS F2CIR OPEN " c FLITCH PLATE U.N.O. `� " 1 /4 MIN. SPACE SOLID AREAS ARE STEEL AND ❑ SOLID AREAS ARE STEEL AND & FILLED 6R 0 OR GREATER 2x TOP PLATE ❑ GROUT ❑ GROUT PLYWOOD ANCHOR BOLT F I qN� g���K� G &ORED FA((S��TENEDNTOAS ) 16d 0I16 O/0 OTE: 2-16d NAILS ® 24" O.C. OR EQUAL TO TRUSS INTERIOR WA \\\ or / SAW CUT TO 10 1/2" SAW CUT TO 10 1/2" FULL 8x8x16 BLOCK MASONRY SHEATHING UNLESS N(T BOTTOM CHORD OR BLOCKING WALL BELOW NCHOR BOLTS 0 24" CAN BE USED IN LIEU OF SIMPSON �- — I -DOOR OPENING— — -a —DOOR OPENING - — -DOOR OPENING—�_ O.C. MAX. (MIN. (2) ASONRY WALL PER BOTTOM PLATE) © 2"x4" STUDS TYP. STC STRAP 2x STUD 0 24" O.C. MAX. q— TY © FILL THIS CAVI WITH FILL IS C WI FILL THIS CAVITY WITH 011 SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs) EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED -70 GRAVITY CAP = 1262 Ibs) EE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRAD FLOOR A FLOOR GRADE TO C CONNECTIONS EQUAL 0 12" O.C. STAGGERED ❑ LINTEL ABOVE. LINTEL ABOVE. ❑ LINTEL ABOVE. STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SIMPSON SIMPSON SIMPSON FROM BOT. PLATE TO CONCRETE LINTEL& AT ENTRY A35 ❑ _ _ _ ❑ THREADED 3" DIA. EXTENSION A35 SP2 p Apo P.T. BOT. PLATE — — — — — — — — — — — — — — — — — — " DOOR UJ/TRAN&Ol" f A R X6 W1.4XW1.4 WWF 1/2 GYPSUM BOARD DD F2x P.T. PLATE OR FIBERMESH 1ST COARSE 2ND COARSE 3RD COARSE W/ DRYWALL SCREWS NOT TO SCALE �52 �` 2X4 TOP *UPLIFT CONNECTIONS Nc PLATE REQUIRED AT LOAD MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE FOf$Oi N3FDU�AP (3" DIA.) 0 8" O.C. OR 4d -�-� ��� OVERLAPPING BEARING WALLS ^ — _ — � � _ _ a — . DRYWALL NAILS\\ \ COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. DOOR JAMB � LOAD BEARING/EXTERIOR TYPICAL INTERIOR NON -BEARING WALL DETAIL J MA50NRY LAYOUT TRANSOM TO 1od NAILS ® 6" WALL HEADER DETAIL Q D 3-1 /4 LONG X 3/16-0 TAPCON. FRAMING STAGGERED SCALE: N.T.S. 52 SCALE: N.T.S. 52 SCALE: N.T.S. 52 10 INTO BLOCK® SPACING PER MANUFACTURE TRANSOM FRAMING 1X4 P.T. SEE SECTION AA/S1 AND 1 DETAIL BB/S1 FOR ADDITIONAL G REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK 1 2„ DRYWAL 1 X 4 FURRING DETAILS SIMPSON SP1 REFER TO PAGE SDW2 FOR WALL ABOVE. MIN. EXTENSION FROM EXTERIOR / ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYW00 E FACE OF BLOCK WALL 1 1/2" DOOR JAMB W 1/4" X 2-1/2" S.D.S. NCHOR BOLTS ® TYPICAL GARAGE DOOR SCRAP MATERIAL MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. ® 12" O.C. RECESS SIMPSON SIMPS N 35 24" O.C. MAX TRACK MOUNTING DETAIL fG TYPICAL SECTION THRU WINDOW 8 FACE OF BLOCK WALL IS 2 1/4" TO DRAIN LINTEL v ck: A35 SCALE: NTS &2 J 3/16"0 X 3" LONG TAPCONS STAGGERE 1 X 2X4 P.T. SCALD: N.T.S.rj2 4. 16" O.C. 2-ROWS INTO MASONRY Ll X 8 P.. 4 a., PLATE FORM CREATES CONCRETE RECESS TO WALL CLEAN-OUTTHROUGH 1x4 P.T. & 1X8 P.T. 2X8 P.T. BOTTOM PLATE GARAGE DOOR ACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALLOW rA 1-1/2" DETAIL FOR WATER SHED. SCALE: N.T.S. 82 3/16" x 3 -1/2" TAPCON ARAGE DOOR TRACK 2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH ANCHOR BOLTS ® 24" O.C. MAX. SIMPSON SIMPSON GE p� RR TO ALLOW SPACE FOR FLAT MASONS TOOLS DOOR JAMB W 1/4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) B A35 SP2 G CONNECTION ROLLER TO TOP SPLICE 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY • 1X4 P.T. SIMPPON META 16 (SEE PLAN FOR SIZE) TR A& DIREC ON OF » >::::.;::: MATERIAL OR CONSTRUC1ION METHOD MAY BE USED PROVIDED END GARAGE Dd OUBLE d • PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2X4 STUDS 2 1 /4 DETAIL 2 X 8 P.T. 2'-0" / 1 X4 FURRING SAIMSPSON SPZ SON AIM SON — 1 2 DRYWALL 1 Od ® 8" O/C "I Od NAILS 0 4" 1 /2" ANCHOR BOLT • DOOR JAMB W 1 /4 X 3„ S.D.S. — STAGGERED 24" O.C. MAX. MIN. (2) 1 X 4 PER BOTTOM PLATE 2X4 P.T. SECTION PLATE 3/16"0 X 3-1/2" LONG TAPCONS STAGGERED X8 \ NAILED INTO CD OTTOM SPLICE STAGGERED @ 16 O.C. 2-ROWS INTO MASONRY 1X8 \ TRANSOM NOTE: OVER STUD THROUGH 1x8 P.T. & 2x8 P.T. FRAMING TRANSOM FRAMING PLYWOOD PLATE LENGTHS MUST BE 1 X 4 FURRING SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 3 DETAIL WIRE NAILS 0 4" O/C BOUNDARIES AT LEAST 8'-0" LONG. TYPICAL 1/2" DRYWALL BB/S1 FOR ADDITIONAL 6" 0/C EDGES & 8" 0/C FIELD -T TOP PL,4TE SPLICE DET,41L. 1"i DETAILS DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C. SCALE: N.T.S. 52 SIMPSON SP1 1Od 10 12" O.C. 1 4 2X2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS RECESS SIMPSON STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8 LINTEL A35 SIMPSON A35 A SIMPSON LSTA12 0 24" „ ■■N� • • • • • - - •. OPENINGIIII� - PLAN-FOR ■■ �1911 III� I ■ III HINE �1111IN IHIM ■�111 lily■ mill ■oill MEN MI111 IIII1101 ■will IIimm MIIfl IlII� GARAGE ENTRY FORM DETAIL y I F SCALE: N.T.S. MOUNTING BASE SHOWN POURED CONCRETE BASE FOR IN POSITION BLOCK WA L. RECESSED BOTTOM „OF MOUNTING EASE SPA% F�f� �ARAGE R QR TO BE 2 ABOVE FINISHED AND A R HED OK RD GARAGE FLOOR. 2x6 MOUNTING BASE THIS DRAWING. PARTIAL INTERIOR ELEVATION 8x8x16 C.M.U. SCALE: N.T.S. GARAGE FLOOR MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK IS MOUNTING BASE DETAIL POURED IN PLACE CONCRETE GARAGE FLOOFR SLAB raCALE: N.T.S. DOUBLE 2x TOP PLATE STAGGERED (FOR SHORT 3-1 /4 DETAIL e a TS�PNjpjSL NOTES ❑ SAMUEL ,4. GREENBERCx, PE. *342�5 SPAN PROVIDE 2 STRAPS ON as SIMPSON META16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD FOR DRAINAGE ❑ THUY 14. 1-4UYNH, P.E. #60122 EACH END MIN.) BUIL.DOUT 6 OVER SIZE DOOR- 2X8 P.T. BOTTOM PLATE FRAI" LING DETAIL& LINTELS AT ENTRY WINDOW ROUGH OPENING& IRUJIN J. BENSON PE. "49.158 ❑ 2x BLOCKING � EACH END W/ 10d CG � ,4�3OVE ENTRY � DOOR W/TRANSOi"I �EE . x 3" ® 4" O.C. FROM EACH HEADER NOT TO SCALE FACE TO BLOCKING S2 ANCHOR BOLTS ®24" O.C. MAX. (MIN. NOt TO SCALE S2 NOT TO SCALE cJ2 ❑ AL I ABBAS HAKIM, P.E. *56-186 (2) PER BOTTOM PLATE) SEE PLAN FOR FOOTING � .: TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE DIMENSIONS STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE (2) 2x HEADER 2 x 8 P.T. BUCK -CONNECT TO BLOCSECTION 2 x 8 BUCK - CONNECT TO BLOCK WITH SECTION FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND K V2x BOTTOM PLATE W 1 10d X 3" W/ 3/16" x 3 1/4" TAPCON A -A 3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) B-B GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). VARIES / () "MAX. GARAGE ENTRY FINISHED ® 12" O.C. TO EACH HEADER FACE ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 4" MAX. OLID BLK� A� TOP 21-0• 80 •r 21-0� 8� MASONRY DETAIL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE M B N. ARCH LK & BUCK P DATE IT IS SIGNED AND SEALED. 2 X �O �MIN,�R�I i 3/16" x 3" TAPCONS BLOCK HEADER SOLID BLKG. AT TOP 52 BTWN. ARCH BLKG. & BUCK SCALE: N.T.S. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF tH18 1 X 4 FURRING WALL HEADER DETAIL 1 X 4 FURRING , 8� BI�A AT 8" O.C. DRAWING ONLY. BLOCK HEADER A * 8d NAILS ®8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1Od j NAILS AT EA. END` �� (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. PROVIDE 2 MIN. SIMPSON LSTA12 ®24 PROVIDE 2 x 8 DIAG. BRACE ( ) 2 x 8 BRACE/ BLKG. ON THE INSIDE TO ALLOW FOR TAPCON AT EA. SIDE (2) 2x4 TOP PLATE STAGGERED (FOR SHORT 1 2" DRYWALL INSULATION TO BE INSTALLED BTWN. VERT. BRACES WHEN BUCK - (1) WITHIN 1� REVISED 08-15-03 SPAN PROVIDE 2 STRAPS ON / HGT. OF BRACE EXCEEDS 24" ENGINEERING F.A. 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B. 4" MIN. OF START , EACH END MIN.) B CE AT EA. FACE P.O. BOX 34M - APOLLO BEACH - FLORIDA - 33512 2 x 8 45 DIAGONAL 7/16" OSB OARCH W/ (3 10d 2 x 8 VERT. ON THE INSIDE TO ALLOW FOR OF ARCH 0 CREATED 01-02-02 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA. E�D BRACE(S) INSULATION TO BE INSTALLED 1 20 MPH TM`8D3�IN6ADE45 0N66 THE JOINT PROPERTY of DAt1o3 ENGINEERING, P.A.45 �A E POLY -CELL IN THIS AREA EB,� O /� CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 BUILT UP PLWD. BUCK - (4) 1 Od NAILS INTO 7/16" OSB 3 SEC. GUST (2 2x HEADER W SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL I ( / ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO START OF ARC SEAL +-NN��DS M PL WOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 2 X ,4 FR,4 IF- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 10d NAILS 4' MAX RAI). WALL HEADER DETAIL INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 1Od NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SCALE NOTED DRA" S.V. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. TAMPA DIVISION PER INSTALLATION DETAILSTION START OF ARC III PER INSTALLATION DETAILS EQUAL EQUAL D 12/12/02 N: /BLOCKS/STD 2001 WALL HEADER DETAILS DETAILS TAPCON OR THRU PER WDW. DWTHKs OR�MORE BUC 4' MAX. RAD. ARCH D ETA I L r55 ARc4—� DETAIL rA� SECTIONS, DETAILS, NOTES SCALE: N.T.S. 52 NOT t0 SCALE WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE &2 &2 DE JOB NO. PM - 502-T 52 TRANSOM OPENING 7'-4" A.F. L. PRECAST RECESS LINTEL FILLED #5 REB DOOR OPENING I I I I - -__ I I __ I 1 LA as 4C o i m J m 33 c -RARKNAII W/ (91 IRA NAZI'Z I I Stt SIKUGIUKAL NOTES AND NAILING att JIKVLIUKAL NUItJ AIVV IVAILIIVV SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS (OPTIONAL - SEE ELEVATIONS) L F 2"x4" OUTLOOKER ® 24" O.C. OUTLOOKER SIMPSON H10 OR EQUAL 0EA.CKING EA. .' TOP CORD BLOFOR FlRST FOUR ROWS 45' TOP CORD BLOCKIN FOR FIRST FOUR ROWS OF TRUSSES ®EDGES OF SHEATHING TYPICAL -/ OF TRUSSES 0 ED DOUBLE TOP PLATE S OF SHEATHING TYPICAL 2"x4" CROSS BRACE I IMPSO H10 OR EQUAL AT RIDGE FASTENED I ® EA. UTLOOKER I I\\ 4" MAX. 2"x4" CROSS BRACE AT EACH JOINT W/ 7/8" STUCCO FINISH PER ASTM C. 926 SI PSON LSTA12 0 EA. S D AT RIDGE FASTENED I 24' MAX. (2) 1Odx3" "INIMUM APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST 2"x4" CROSS OVER METAL LATH. FIRST DYERS 3/8" (2) 10dx3" " I 90% OF WEB LENGTH (SEE TABLE) BRACING (SEE PLAN THICK EACH. 3RD LAYER 138 THICK. X6 FRAMED WALL - SEE 7/8 STUCCO FINISH PER ASITuI C. 926 " FOR LOCATIONS ) WALL SECTION FOR SPACING APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 2"xs" P.T. SILL OVER METAL LATH. FIRST 2 SAYERS 3/8" ( Z 2"x4" PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" 0 48" O.C. OSB SHEATHING ATTACHED W/ 10d THICK EACH. 3RD LAYER 1 8 THICK. I ABLE TRUSS 2) 16d PER JOINT n FOR THE FIRST (4 ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. FROM EA. END . TOP & BOTTOM FIELD 2"x4" PANEL BLOCKING ® 48" O.C. I 1/2" CDX PLYWOOD OR 7/16" OSB ATTACHED W/ (2) 16-d TOENAILS (2) 16d NAILS FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. I FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD -2"x4" BLOCKING ATTACHED W/ (2) 16-d TO NAILS I 10dx3"0 3" O/C THROUGH 5/8" OR 1/2" CEILING DENSE 2"x4" "T" ON TOP OF PANEL CHORD INTO 2"x6" P.T. PLATE "' ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH WI NTH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" ® 4" O/C 2"x4" "T" ON TOP OF PANEL DRYWALL SCREWS COMPLYING WITH BLOCKING, FASTEN WITH �IIII II 1 II �IIIIII ASTM C1002 FOR FIRST 8'-0" 10dx3" ® 4" O/C MOISTURE BARRIER NOTE: BRACING S3) w 0 X < 0 e z 0 W _ w 0 0 OxQ� w END JACK ll'-O' MAX. c� o CORNER JAC Y a U Q 2 ui w z x v 4 I FROM END WALL ® 4" O/C TYPICAL 5/8" OR 1/2" CEILING DENSE SIMPSON META20 OR EQUAL 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CORD i GYPSUM WALL BOARD FASTENED ® 4'-0" O.C. TYPICAL GROSS BRACING DETAIL J CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING WITH 8d COOLER NAILS OR 1 1 4" LONG SCALE: N.T.5. S3 THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2"x4" LEDGER (MATCH BOTTOM --� DRYWALL SCREWS COMPLYING WITH AS C1002 CHORD SLOPE OF ADJACENT TRUSS) FOR FIRST 8'-0" FROM END WALL 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UPL fT CONNECTIONS - f i=RAI"f f NC-c ® 4" O/C TYPICAL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. * USE SIMPSON META20 (OR BETTER) CONNECTORS SECTION 3 1/2"0+ ANCHOR BOLT ® 48" O.C. �� �� I �� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � (OR EQUAL) ® MASONRY OR SIMPSON H10 (OR EQUAL) MINIMUM 6" FROM PLATE SPLICES CONNECTORS 0 FRAME WALLS & SIMPSON H5 ' SCALE: N.T.S. W/ 3/16"x2"0 PLATE WASHER AS PER HIB 91 SCALE: N.T.S. S3 @ HIP JACK TO FRAME WALLS. S3 SCALE: N.T.S. cj3 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2++ / 4 x4 T++ BLOCKING s- BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING @ 48" O.C. " I 16d NAIL 2"x4" OUTLOOKER ® 24" O/C L" BRACE m 7/8" STUCCO FINISH PER ASTM C. 926 ATTACHED W/ 10d NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" X. FFTI � 4" O.C. TYPICAL OVER METAL LATH. RST Z SAYERS 3/8" I 111 THICK EACH. 3RD LAYER 1 8 THICK. PRE- ENGINEERE OVERLAP TRlrlv°8 BR4CINCs WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6' OVERLAP TOP OR BLOCKING FOR FlRST FOU RO I IMPSON H10 OR EQUAL OF TRUSS S EDGES OF SHEATHING TYPICAL I ® EA. OUTLOOKER GABLE TRUSS WE 2"x4" CROSS BRACE AT RIDGE FASTENED I 4" MAx. DOUBLE "L" BRACING DETAIL rj 1 AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST S3 %° (2) 1063" 90% OF WEB LENGTH (SEE TABLE) . J SCALE: N.T.S. ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS - 4x OSB SHEATHING ATTACHED W/ 10d 2x4 T BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING ® 48 I NAILS 0 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") FOR THE FIRST (4) ROWS OF TRU I FIELD /2) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS INIMUM (2) 16d PER JOINT ATTACHED W/ (2) 16-d TOENAILSVMINIMUM 2"x4" TRUSS BRACING ++ ++ 16d NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. IMPSON HGA70 ®36" O.C.L BRACE I I OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SCREWS OR EQUAL "x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS I 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH ++ OF THE THICKNESS OF THE LAST 10dx3" ® 4" O/C @ 4 O.C. TYPICAL LAMINATION 5) FOR 5-PLY, PROVIDE 1/4" DIA. 5/8" OR 1/2" CEILING DENSE TUD WALL (SEE TYP. SEC.) TRUSS BD RACING OVERLAP ETAIL 3) EACH 30d COMMON NAIL MAY BE x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) ' GYPSUM WALL BOARD FASTENED SCALE: N.T.S. REPLACED W/ (2) 16d COMMON NAILS. S3 i WITH 8d COOLER NAILS OR 1 1/4" LONG GABLE TRUSS WEB 6) REFER TO NDS SECTION 15.3 (ONE INTO EACH OUTSIDE FACE OF FOR ADDITIONAL INFORMATION DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 ASTM C1002 FOR FIRST 8'-0" B.U.C., SAME NUMBER OF ROWS, EACH STUD SINGLE "L" BRACING DETAIL �p SAME SPACING) FROM END WALL ®4" 0/C TYPICAL DBL. S.P.F.TOP PLATE SCALE: N.T-5.�j3 TYPICAL NAILING SGNEDULES FOR BUILT-UP COLUMNS g SCALE:1,l.T,S, S3 . SECTION 4ABLE TRUSS I ABLE TRUSS 83 "L" BRACE W/ tOd ®4" 0/C `• SCALE: N T S Cj3 S3 (SEE SCHEDULE FOR SIZE I_ NOTE: 6 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, I V2'x4'RUNNERS 83 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS ® 4" 0/C. :... ... .. ;. ......... .. .......... ......... .... .. .......... .......... ......... ALTERNATE NON -DROP GABLE END DETAIL ONT. BEAR�f �T �� ONT. BEARING DBL TOP PLATE STUDS 0 16" O.C. SIMPSON SP2 SCALE: N.T.S. GABLE END BRACING DETAIL SIMPSON HGA10 ® EACH STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. C A81- 1�1D 3RACINC DETAIL El5AMUEL A. GREENBERG, P.E. 034245 � MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S_ ❑ TNUY H. NUYNH, P.E. '060122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS a SCHEDULE FOR SHEATHING DETAIL ❑ IRWIN J. BENSON, P E. *�`J i5S 2"x4" OUTLOOKER ® 24" O.C. ❑ ALI A55AS HAKIM, P.E. *56l86 3 S3gr•" 12 OUBLE TOP PLATE SCISSOR TRUSS 45^ t SIMPSON H2.5 OR EQUAL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE 7 MAX. TOP CORD BLOCKING FOR FlRST FOUR RO ®EA. OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLY UJITH THE 12 OF TRUSSES EDGES OF SHEATHIN TYPICAL I 2X4 CONT"L" BRACE FASTENED W/ FLORIDA BUILDING: CODE, SECTION 1606 FOR 120 MPH 3 SECOND 7 MAX. (2) 10d 3"0 24" 0/C. CMID HEIGHT GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). GABLE TRUSS THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE 2X4 KICKER® 8'-0" O/C. TRUSS VERTICAL 1� REVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2T RI CROSS BRACE2X4 BRACING 0 48" O.C. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS 2X4 LEDGER CONTINUOUS TO FIXED EACH JOINT W/ ED LOCATION AT RIDGE FASTENED I "90% OF WEB LENGTH (SEE L" BRACE TO EXTEND AT LTABLE) -- (2) 2EAST"x8" "L" BRACE FASTENED A CREATED 01-02-02 DRAWING ONLY. SIMPSON LSTA12 TYP. ATTACHED W/ 2-10d 0 EA. TRUSS (2) 1Odx3" I FROM OEDGE TP BLOCKING WITH (3) 16d PER SIDE i (NOTE: BRACING MAY BE PLACED ON EITHER DIAPHRAGM BLOCKING J� TOP OR BOTTOM CF THE BOTTOM CORD) . ' ABLE TRUSS / \ ' I � 48" 0/C 1"�Z GYPSUM WALL BOARD I 1/2" CDX PLYWOOD OR 7/16" OSB Ew l� tNEER�* IGi PA. 2"x4" LEDGE (MATCH BOTTO SHEATHING ATTACHED W/ 10d NAILS 06" O.C. SCISSOR GABLE "T' SRACE 1VV 11i`� I�1��11 CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD PA. BOX 34M - APOLLO 113EAC-H - FLORIDA - 33512 SCISSOR SS) OISTURE BARRIER AS PER HIB 91 SCALE: N.T.S, cJ3 M40NE - (813) 645 0166 FA)C - (813) 64& c-*w ©THESE DRABWNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE r ' 2"x4" PANEL BLOCKING ®48" O.C. � 2O MPH 4510 FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL 3 SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 1' , COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD 0 6'-0" O.C. TYPICAL ATTACHED W/ (2) 16-d TOENAILS I SCf SSOR TRUSS W1 DROP' CEILING BRACING DETAIL 2"x6" P.T. SILL ALTERNATE SIMPSON '-0" O Q �( I ; SEAL NAR HOMES k 1 /2"0 ANCHOR BOLT ®48" O.C. STRAIGHT STRAP ®4'-0" 0/C TUDS 0 16" O.C. ALIGNED WITH GABLE WEB. f. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 5CALE: NT5 ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NOTED R,�" B.V. 3AND / 6 TO MASONRY TA W/ (3)S. TAMPA DIVI8"7' s DATE 1�/,m1 N: /BLOCKS/STD 2001 SECTION 2 TRUSS 5RACING DETAILS AND NOTES UJOOD FRAi"fED GABLE END BRACING DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. DE JOB NO. FM - 5021 83 it j� 1 ' 1� AND LOCATION) CE W/ 10d ® 4" O.C. 12 HEDULE FOR SIZE >7 7 MAX.4 CATION) ?7 53 TOENAIL W/ (2) 16d NAILS mle 10dx3" O/C 0 6" O/C TYPICAL 2" 4" OUTLOOKER ® 24" O.C. W� (2) 10d PER JOINT IL I BRAC INCH REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" "L" BRACE 16" 0'0" - 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'-0" 10'-0' - 14'-0- SCISSOR GABLE - (1) 2"x8" (2) 2"x8" FULL #2 S.P.F. @ EACH VERTICAL AND HEIGHT © DIAPHRAGM BLOCKING 1=IC-r:URE 1: FLASHING IN6TALL,,4TION ASPHALT SEALANT; EXTEND MIN: OF b' OUTSIDE OF FLASHING DI\/ FLU 1=IGURE 2: WALL F 6' HIGH DIVERTER FLASHING TEXTURED, PAINTED EXTERIOR WALL FINISH CAULKING FIGURE 3: CORNER DETAIL FL,45H ING f NST,4LL,4T I ON N.T.S. rP6 TO 12' ER PLAN SPEC'S, b GALV, 'L' FLASHING TYPICAL. -ROOFING FELT !IP EDGE EXISTING U-BLOCK W/ 1 05 CONT. DRILL 3/4'X5' MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE "5X6' EMBEDDED INTO EXISTING U-BLOCK LINTEL FILL CELL FULL HEIGHT W/ NON -SHRINK GROUT SX6' EMBEDDED INTO EXISTING FOOTING DRILL 9i'X5' MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL KTA -S 1=LA54NG INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) CAL TRY WALL EXTERR WQLLAFINISI 6' X 18' H GALV, FLASHING CONT- PLASTER STOP — ROOF SHINGLES 6'X18'HGALV, FLASHING CONT,--x ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL NOTE: THIS DETAIL IS REQUIRED 6' SHING AT ALL VERTICAL WALL INTERSECTIONS LT WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKETZKNEEW,4LL INTERSECTION FILEREF: (SD4)KNGSTN.FLSHDET/SD (NO SCALE) HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING 2-SX6' IN CONC. FILLED CELL ,I,j'4"t SAU1GUT SECTION scALE.- NTS UPLIFT CAPACITY ■ 595 FOR I STRAP ■ IOW FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9 STRAP .. r' (4) SDS 1/4'x11/2' �(5) 1/4'x2li4' TITENS —BOND BEAM R\d1� Rake - Mesa\ �' • l 3 A' AN AN a • • SEAL NT LI e ° AIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. 0 e \° e Rood 0 Side �0'y � rd ` vraer E yet°Ed9e ur e ° tr �° G°urs arse e � qth �> 3rd �° 2rd Gours st c°arse 5' �12 _. c�35 er Srm (33S 4' mm SaJ e s $o � �eurse 0 PRODUCT CONTROL NOTICE OF ACCFPTANCE MIAMI - DADE GOUNTY, FLORIDA MAUFAGTURER - G 5 ROOFING PRODUCTS COMPANY, ING. PRODUCT AGGEPTANCE # EXPIRATION DATE: FIREHALT 2000 01-0503.03 06 / 14 / 2006 FIREHALT 2000 AR 0I-0503.05 06 / 14 / 2006 LANDMARK 30 OI-0503.03 06 / 14 / 2006 LANDMARK 30 AR 01-0503.05 O6 / 14 / 2006 LANDMARK 40 01-0503.03 O6 / 14 / 2006 LANDMARK 40 AR 01-0503.05 06 / 14 / 2006 5r�r9r� 3 teed err°��� Z, Cl T Ever bout age, No > o a e eo:4ef dr o�ou ar`P "o : r ed o ,\f ro us ��� r used• eld9e �s SINGLE DETAIL N.T.S. 53.1 ❑ SAMUEL A. GREENBERG, P.E. *34245 ❑ THUY H. HUYNH, P.E. 060122 ❑ IRWIN J. SENSON, P.E. 04BI58 ❑ AL I ABSAS HAKIM, P E. *5618(o TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. r - .��•Mf'1 �:!;-.. ... �. . .... i• .-'i�. .. nJ 54.�ir lP 'wK.,r f:. 4_,..-o • ,. � u. 1'� ' e r FILL SOLID #5 REBAR STD. 90' PROPEiR fNSTALL�4TION MAX. 8" OK (TYP.) E FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN ♦♦ UNACCEPTA5LE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦ #5 REBAR (TYP,),� 0'#�TD. 90" HOOK (TYP.) FIRST COURSE ♦ 1=fLLED CELL INSTALLATION G.4LE: N.T.S DAN&CO F.A. f D FLORIDTHESE DRAND ARE THE JOINT OF IG, A DIVISION DATE HOOK 0REVISED 08-15-03 ENGINEERING, �0 CREATED 02-27-02 PA . BOX 3400 - ,4POLL0 SEAGH - - 33512 PHONE- (813) 648 0166 FAx - (813) 64b 9698 120 M P f-I � �10 ©CLIENT ONATHISSPRO ECTSANY REPRODUCTION OR PROPERTY UNAU'fHORIZEDNUSE SNPI O�HIB"1EDP A 200D THE 3 SEC. GUST WEAL LEN1�1,4R HOMES SG,4L.E NowDR,4Ufit 5.Y- D�.�.� Z/ZVm2 T,4MPA /BLOCKS/STD 2001 �iv41" �INC� CONNECTIONS�► EXT. WALLS DE JOB NO. PM - 5021 g3.1 1 _ ! 1 I 1 1_ I till f i REFER TO SECTION 1 A ON SHEET SCISSOR TRUSS S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1 A ON SHEET S5 FOR X—BRACING, AND TOP SCISSOR TRUSS' CHORD BLOCKING INFORMATION / 2" x 4" RAT RUN BRACING @ SCISSOR TRUSS Z / �� ' 24" O.C. ON TOP OF BOTTOM „ 1 /4 TO 1 /2 GAP BETWEEN �' CHORD FOR (4) TRUSS SPANS o TOP PLATE & TRUSS i \ ATTACHED W/ 2-16d @ EACC o TRUSS JOINT ' SIMPSON A44 W/ 8— 10d @ 48" O.C. 2" x 4" BLOCKING END NAILED J W/ 2-16d @ 24" O.C. (MAX.) . Y WOOD FRAME EXT. WALL 2" x 4" BLOCKING (TURNED FLAT) NAILED TO TOP PLATE SIMPSON SP2 @ W/ 5-10d NAILS EVERY OTHER STUD SIMPSON A44 W/ 8— 1 /2" NOMINAL PLYWOOD OR 1 Od @ EACH TRUSS O.S.B. NAILED W/ 8d NAILS @ WOOD FRAME EXT. WALL 4" O.C. BOUNDARIES, 6" O.C. WOOD FRAME EXT. WALL EDGES, & 12" O.C. FIELD SIMPSON SP2 @ SIMPSON SP2 @ 2x8 STUDS AT 16" O.C. EVERY OTHER STUD 1 /4" TO 1 /2" GAP BETWEEN EVERY OTHER STUD TOP PLATE TRUSS & 2x8 STUDS AT 16 O.C. Q SIMPSON SP1 @ g F EVERY OTHER STUD X 1/2" NOMINAL PLYWOOD OR , 0 O.S.B. NAILED W/ 8d 1 /2" NOMINAL PLYWOOD OR O.S.B. K.O. BLOCK W/ (1) 0 6" 0 4" O.C. BOUNDARIES, C. NAILED W/ 8d NAILS @ 4 O.C. #5 CONT. & FILLED EDGES, & 12" O.C. FIELD BOUNDARIES, 6" O.C. EDGES, 2x8 STUDS AT 16" O.C.;�, & 12" O.C. FIELD SIMPSON SP1 @ SIMPSON SP1 @ 1 /2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD S EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 3/16" K.O. BLOCK W/ (1) K.O. BLOCK W/ (1 ) PLATE WASHER (TYPICAL) #5 CONT. & FILLED #5 CONT. & FILLED 1 " x 2" P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) J 1 /2" DIA. x 8" "J" BOLT @ 1 /2" DIA. x 8" "J" BOLT @ MASONRY WALL (DESIGNED AS CANTILEVERED) 48" O.C. W/ 2" DIA. x 3/16" .. 48 O.C. W/ 2 DIA. x 3/16 PLATE WASHER (TYPICAL) PLATE WASHER (TYPICAL) 1 " x 2" P.T. FURRING STRIP 1 " x 2" P.T. FURRING STRIP NON-5EAfRING EXT. KNEE -WALL g MASONRY WALL (DESIGNED AS CANTILEVERED) ..'` SCALE: 3/4' = I'-0' Cjrj NON-5EAfRING EXT. KNEE -WALL C SCALE: 3/4' = 1'-0" NON-5EAf 'ING EXT. KNEE -WALL A SCALE: 3/4" = 1'-0"rjrj + REFER TO SECTION 1 A ON SHEET S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS 2x4 OUTLOOKER @ 24" O.C. i SIMPSON H10 OR EQUAL / WOOD TRUSSES .450MIN © EA. OUTLOOKER �\ SIMPSON A34 CONNECTOR ��>, 2x4 RAT RUN BRACING \ W/4-8d x 1 1 \2 INTO BLOCKING AT 24" O.C. ON TOP OF TOP CORD BLOCKING FOR FIRST FOUR ROWS & (2) 3/16"x1 3/4" TAPCONS INTO BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED ' WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL 2.4' MAX PRECAST NOTE: MAINTAIN MIN. ( W/ 2 — 16d AT EA. TRUSS 8d 0 6"o C / 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS „ „ 2 x 4 T ON TOP OF PANEL 1 7/8 EDGE DIST. ON PRECAST) JOINT ; 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED AT EACH JOINT W/ BLOCKING, FASTEN WITH I 1 /2" COX PLYWOOD OR 7/16" OSB NAILS @ EACH END @ 24" O/C (TYP) (2) 10d x 3" 10d x 3" @ 4" 0/C SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" 0/C BRACING 1od X 3" ° ° EDGES AND 12" O.C. FIELD W 2 — 16d TOENAILS @ EA. END '• 6NN. EACH CONN. 24' o/c ° ° I 1 \2" HIGH STRENGTH OR 5/8" GYP. JMASONRY WALL o MIN5 I GABLE TRUSS Wg W 1 3/8" DRYWALL NAILS OR R DRYWALL SCREWS 7" O/C CEILING ARCHITECTURAL FINISH ` RIDGE CEILING ( I "L" BRACE TO EXTEND AT LEAST & 8" O/C WALLS 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) 4 INTERIOR HIP VAULT; SILL 2 x 4 @ 24" O.C. 2 x 4 PANEL BLOCKING @ 48" O.C. 6:12 SLOPE CENTER EXT. WALL CONN. e ; ,e: 2 x 4 FRAME NON-STRUCTURAL KNEEWALL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. I NON - L0/4D SEAiRINC� LOCATION D �' • 2 x 4 P.T. INTO BOTTOM CHORD. n x 3 O 3" 0/C CHORD INTO 2" x 6 H THROUGH P.T. PLATE REFER TO DETAIL A/51 FOR MORE INFO. SCALE: 3/4" = I'-0" N SIMPSON A34 MOISTURE BARRIER W/4-8d x 1 1 /2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS BOND BEAM INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) -=45--65- EXT. WALL CONN. leALT. NON - LOAD 5EAfRING LOCATION � V 13R AC IN S REQUIREMENTS STUD SPACING NO n n L BRACE (1) 2"x4" " u L" BRACE (2) n u L" 2"x4" BRACE (2) 2"x6" n n L" BRACE 16 0 0 — 4'-5 " 4 —5 — 8 —0n 8 —0 — 12 —0 12 —0 — 16 —0 " 24" 0'-0" — 4'-0" 1 4'-0" — 7'-0" 1 7'-0" — 10'-0" 1 10'-0" — 14'-0" SCISSOR GABLE - (2) 2"x8" (1) 21)x8" #2 FULL HEIGHT S.P.F. @ EACH @ DIAPHRAGM VERTICAL AND BLOCKING 5/8" OR 1 /2" CEILING DENSE GYPSUM WALL BOARD FASTENED PLACE SHEATHING FLUSH W/ MASONRY. ` WITH 8d COOLER NAILS OR 1 1 /4" •• ❑ SAMUEL A. GREENBERCa, P.E. 034245 R� LONG DRYWALL SCREWS COMPLYING w MOISTURE BARRIER. WITH ASTM C1002 FOR FIRST 8'-0" ❑ THUY H. HUYNH, P.E_ %0122 ;-t FROM END WALL @ 4" O/C TYPICAL LISP LTPA @ 48" O/C (TYP.) ❑ '049158 IiZLUIN J. 5EN50N, P.E. 1 /2" DIA. BOLT © 24" O.C. ❑ ,4L1 aB8A5 H,4KIM, P.E. *56-TS(o ' , MINIMUM 6" FROM PLATE SPLICES W/ 3/16" x 2" DIA. PLATE WASHER M�4NSC0 REFER TO DETAIL A/61 FOR MORE INFO. N.T.S. CJ. rJ NOTE: ' ' 1 "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, /0\ CREATED 01-02-02 ENGINEERINC-S, P.A. SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. P.O. BOX 3400 - APOLLO BEACH - FLORIDA - 33512 PHONE - (813) 645 0166 FAX - (813) 645 cJ&W 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 120 MPH C END DETAIL AT Ali= VAULT � THESE DRANANGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE � 4g1� OCLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 j { �45LE 10dx3" NAILS @ 4" 0/C. 3 SEC. GUST 5C4L E - N,T.5. CJ. TO THE BEST OF THE EW31NEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE SEAL L ENNAR HOMES ,. FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 'B' h SCALE NOTED DRAM B.V. GUST, EXPOSURE WIND ZONE (2001 EDITION), THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE TAMPA DIVISION «� DATE 1/2/02 N: /BLOCKS/STD 2001 DATE IT IS SIGNED AND SEALED. FRAM IN(3 CONNECTIONS 6 EXT. WALLS SEALED FOR THE STRUCTURAL PORTION OF THIS y1 DRAWINGA DE JOB NO, f= f - 5021 SEE STRUCTURAL NOTES AND NAILING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2x4 OUTLOOKER 0 24" O.C. 2x4 OUTLOOKER 0 24" O.C. • Fi TOP CORD BLOCKING FOR FIRST FOUR ROWS J 45' f OF TRUSSES 0 EDGES OF SHEATHING TYPICAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45• f I I OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I 2x4 CROSS BRACE 0 EA.O UTLOOKERN H10 OR EQUAL SIMPSON H10 OR EQUAL 0 48" O.0 0 EACH JOINT I �. MAX_ SEE STRUCTURAL NOTES AND NAILING 0 EA. UTLOOKER SCHEDULE FOR SHEATHING DETAIL 2x4 CROSS BRACE I w/(2) 1odx3" I " BRACE TO EXTEND AT X EAST TOENAIL W/ (2) 16d NAILS 0 48" O.0 0 EACH JOINT 4 MAX. I 90% OF WEB LENGTH (SEETABLEON SHEET .Q 2x4 OUTLOOKER 0 24" O.C. W/(2) 1Odx3" I "L' BRACE TO EXTEND AT LEAST Q S3) ATTACHED W/ 10d NAILS 0 4" O.C. • 90% OF WEB LENGTH (SEE TABLE ON SHEET F LA S3) ATTACHED W/ 10d NAILS 0 4" O.C. I VERTICAL WEBS 0 GABLE END ARE 0 16" O.C. TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f VERTICAL WEBS 0 GABLE END „ OF TRUSSES 0 EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL I ARE 0 16" O.C. 2x4 PANEL BLOCKING 0 48" O.C. I /- SHEATHING CbX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. 2x4 CROSS BRACE I 0 EA. OUTLOOKER 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL I EDGES AND 12' O.C. FIELD 2x4 PANEL BLOCKING 0 48" O.C. SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. FROM EA. END TYP. BOTTOM CORD 0 48" O.0 0 EACH JOINT I FOR THE FIRST 8'-0" OF END WALL I EDGES AND 12' O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS wA2) 10dx3" 4' MAX FROM EA. END TYP. BOTTOM CORD 2) 16d, ONE ON EACH SIDE OF 'T' BLOCKING ATTACHED W/ (2) 16-d TOENAILS I 2) 16d ONE ON EACH SIDE OF 'T' BLOCKING DBL. 2X4 HEADER "L" BRACE TO EXTEND AT LEAST X I 2) 16d • • 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)4 DBL. 2X4 HEADER ATTACHED W/ 10d NAILS 0 4" O.C. . • 2x4 "T" ON TOP OF PANEL SIMPSON H10 ' 0 2x4 "T" ON TOP OF PANEL I BLOCKING, FASTEN WITH OR EQUAL SIMPSON SP2 VERTICAL WEBS O GABLE END 1 BLOCKING, FASTEN WITH SIMPSON H10 OR EQUAL • I " 0 x 10dx3 0 4 0/C x ARE O 16" O.C. » „ OR EQUAL SIMPSON SP2 SIMPSON DTC 016 O.C. W/(2) 8d Q 10dx3 O 4 0/C OR EQUAL 2x4 PANEL BLOCKING 0 48" O.C. I 1 2" CDX PLYWOOD OR 7/16" OSB I SIMPSON DTC 016" O.C. W/(2) 8d 0 I TO BOTTOM OF GABLE & (4) 8d INTO A) FOR THE FIRST 8'-0" OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. TO BOTTOM OF GABLE & (4) 8d INTO 2X4 W/ (4) 10d 2 x 6 SILL PLATE FROM EA. END TYP. BOTTOM CORD I EDGES AND 12' O.C. FIELD 2X4 W ATTACHED W/ (2) 16-d TOENAILS / (4) 10d 2x6 SILL PLATE AT EACH EN jk-�(2)16cl ) 16d, ONE ON EACH SIDE OF 'T' BLOCKING AT EACH END • DBL. 2X4 HEADER C.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE C.J. SILICON 1/4" GAP W/ 1 /2" DIA. BOLT 0 48" 2x6 P.T. SILL PLATE O.C. & 6" FROM PLATE KNOCK -OUT BLOCK W/ (1) #5 CONT. 2x4 "T" ON TOP OF PANEL SIMPSON DTC 0 16"O.C. W 2) 8d W 1 2" DIA. BOLT 0 48" 2X4 SPF FRAME WALL KNOCK -OUT BLOCK W/ (1) #5 CONT. SIMPSON H10 SPLICES W/ 3/16" BLOCKING, FASTEN WITH OR EQUAL /( O.C./ 2X4 SPF FRAME WALL 10dx3" 0 4" O/C TO BOTTOM OF GABLE & (4) 8d INTO 0 .& 6" FROM PLATE STUDS 0 16" O.C. ONC. LINTEL W (1) #5 CONT. x 2 WASHER STUDS 0 16" O.C. CONC. LINTEL W/ (1) #5 CONT. SIMPSON EQUAL P2 I 2 x 6 SILL PLATE ' SPLICES W/ 3/16" MAX. / MAX. x 2" WASHER SIMPSON SP2 SIMPSON SP2 OR EQUAL OR EQUAL 2X4 W/ (4) 1Od I MANUFACTURED WINDOW W/ I MANUFACTURED WINDOW W/ AT EACH END C.J. SILICON 1/4" GAP DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 I FRAME. SEE DET. B/S2 FOR DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 FRAME. SEE DET. B/S2 FOR ul (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 INTO DBL. 2X8 ON EACH SIDE OF WINDOW KNOCK -OUT BLOCK W/ (1) #5 CONT. 2X4 P.T. SPACER 2X4 P.T. SPACER CONC. SILL )( I I CONC. SILL )( 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW I 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW I Q OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I 2x6 P.T. SILL PLATE 2X4 SPF FRAME WALL 36») I 36") W/ 1/2" DIA. BOLT 0 48" STUDS 0 16" O.C. I 0 2X4 TOP PL. O.C. & 6" FROM PLATE MAX. X SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16'a — MASONRY WALL (DESIGNED Q I MASONRY WALL (DESIGNED _MASONRY WALL (DESIGNED AS CANTILEVERED) 2X4 P.T. SPACER I AS CANTILEVERED) x 2" WASHER x2 1/4' TAPCONS o 12' O.C. (MAX) AS CANTILEVERED) � RE -BAR BEYOND -SEE FILL CELL SEE TYPICAL GABLE END BALLOON I RE -BAR BEYOND - SEE FILL CELL ON PLAN MI ROW 2X BLOCKING O 0 FRAME DETAIL FOR FRAMING DET- I I ON PLAN MID -HEIGHT FOR WALL - 2X4 SPF FRAME WALL I N AILS BEYOND WINDOW (SEC. A/S6) I I HEIGHT < 8'-6" AND (2) I STUDS 0 24" O.C. ROWS 0 1 /3 PTS. FOR 2X4 P.T. W/ 1 /2"0 "J" I I 2X4 P.T. W/ 1 /2"0 "J" MAX. lU WALL HEIGHTS > 8'-6' BOLTS 0 24" O.C. I I II BOLTS 0 24" O.C. 2X4 P.T. SPACER II SIMPSON SP1 I ILLLI 2X4 P.T. W/ 1 /2"0 "J" OR EQUAL SEE SECTION A/S1 FOR TYPICAL I I II SEE SECTION A/S1 FOR TYPICAL BOLTS 0 24" O.C. II SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOUNDATION AND BLOCK WALL I FOUNDATION AND BLOCK WALL FOUNDATION AND BLOCK WALL FOR SLAB DETS. DETAILS SEE SECTION A/S1 I DETAILS SEE SECTION A/St II DETAILS FOR SLAB DIETS. I I FOR SLAB DETS. ////// X 'i\/ TYPICAL ALTERNATE 5ALLOON FRAME tI GABLE END ,4 ALTERNATE BALLOON FRAME w GABLE END OVER WINDOW r5wNv ALTERNATE 5ALLOON FRAME 6 GABLE END OVER WINDOW) C NOT TO SCALE CJ. > NICHE WALL. DESIGN NOT TO SCALE CJ. � FLUSH WALL DESIGN NOT TO SCALE CJ� THIS DESIGN IS 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. THIS DESIGN 15 FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DESIGN CALLS FOR A TRANSITION FROM MASONRY 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 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, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 211-7. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 211"l. THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM. DIAPHRAGM. DIAPHRAGM. ❑ SAMUEL A. GREENBERG, P.E. *34245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRWIN J. BENSON, P.E. 049-758 ❑ AL I ABBAS HAKIM, P.E. 056186 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS AoCREATED 05-22-02 DRAWING ONLY. ENGINEERING, P.A. PA. SOX 3400 - APOLLO SEACk - FLORIDA - 33512 PNOW - (813) bob 0166 FAX - (8113) bob S698 120 MPH 481m ©CLIENT ON `THESE THIS NGS AN DESIGNS ARE REPTHE JOINT OPROPERTY THNRREll USE ISENGINEERING, R�ITEDP.A. 2AND THE 3 SEC. GUST 003 SEAL LENNAR HOMES SCALE NotW P.4M B.V. DATE 5/22/02 tAMPA DIVISION N:/BLOCKS/STD 2001 BALLOON FRAMING DETAILS DE JOB NO. PM - 5021 - --- - - ----_-.T - — - - - T-- -- - - - — - - - - - - - - - . .. '^ • .. --_ — —_ _— .. ir. r - . - - --.- ,. - .. •1.'-. w. .'►R"i:: sa Yi .v'•d',.. -A: .1 .. [r'. . .. ^� - •• -d .. • .. S i . � S .,-_- . .. a. e! 1 I I_ _1 I - - MODEL: 110RW4 (25 GA. STEEL SKIN) MODEL: 120RW4 (24 GA. STEEL SKIN 3" TALL U-BAR OPTIONAL GLASS 20 GA. GALV. STEEL 1 /8" ACRYLICLIC LITES AVAILABLE 50 KSI MIN. (1) INTERMEDIATE STILE (SEE SECTION B-B) -i [-- 2" THICK HORIZONTAL TRACK SUPPORT BY ATTACHED W TOG-L-LOC TOP & BOT 20 GA. MIN. END STILES ATTACHED TO DOOR I J 3•• I` DOOR INSTALLER (TO SUIT) / ( ) SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN. STEEL AND URETHANE ADHESIVE (ALONG CENTER) A (TOP, BOTTOM & CENTER). SKIN COATED WITH G-60 7r-GALVANIZING, BAKED -ON PRIMER, 1-7/8" AND A BAKED -ON POLYESTER -\\ TOP COAT APPLIED TO BOTH d / SIDES OF STEEL SKIN. 13 GA. GALV. STEEL FLAG BRACKET. 16 GA. GALV. STEEL TOP EACH FASTENED TO WOOD JAMB WITH ROLLER BRACKET. EACH 3 5 16"x 1-5 o BRACKET ATTACHED W/(3) O / /8" WOOD LAG SCREWS. 1 14x5/8" SHEET METAL ao SCREWS. 11 TRACK CONFIGURATION SHIP LAP JOINTS. w LOCK POSITION 2 F (BOTH SIDES DOOR w ) 14 GA GALV. STEEL O TWO POINT LOCKING HEIGHT "L" = END HINGE. EACH O FASTENED TO END 6 -6 70 o STILES w (4) �#14x5/8" II 2" GALV. STEEL TRACK, 7 _0 76 o IN. TRACK THICKNESS: .0 / ES 60' SHEEP METAL SCR M o ONE 3" TALL x 20 GA. 'e SCREWS _ "L•• 7 _6 $2 & (4) 1 /4" SCREWS. SELF 8 0 88 50 KSI MIN. U-BAR / TAPPING SCREWS. c� PER DOOR SECTION. END SLIDE BOLT 1i1 STILE LOCK ENGAGES INTO VERTICAL 3" TALL x 20 GA. GALV. Z TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. STEEL U-BAR. ONE U-BAR - 4 TRACK BRACKETS PER SIDE FACTORY ATTACHED). ( ) ) ( TRACK. ONE PER SECTION. EACH U-BAR ATTACHED w LOCATION OF LOCK ON WITH TWO 1/4'x3/4' SELF TAPPING a OPTIONAL VENTS A SCREWS PER STILE LOCATION. O EACH SIDE OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. I re MAX. DOOR W T 9'0' ID H INSIDE ID BOLT #14x5/8" SHEET METAL SCREWS LOCK OPTION 13 GA. GALV. STEEL BOTTOM BRACKET. NOTE 1- ATTACHED WITH TWO N14x5/8" -- SHEET METAL SCREWS. 0 0 DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). ALUMINUM I ExTR N DOOR V R 7'EXTRUSION S O HIGH CONSIST E O H G CONS S OF S SECTIONS N NOT SHOWN). . (( EC OS Sd O ( )WITH U.V. 0 1 /4"x3/4" SELF ec VINYL WEATHERSTRIP. FRONT FRAME i H U COATING ON OUTSIDE SURFACE TAPPING SCREWS. SECTION A -A (SIDE VIEW) 14 GA END HINGES 18 GA. INTERMEDIATE HINGE VIEW B VIEW "C VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 101n 2,000 PSI MIN. CONCRETE COLUMN): SSB GLASS OR OPTIONAL 10 SCREW STOP MOULDING 8Y DOOR INSTALLER (TO SUIT) 3/8 x4 SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC LITE WJNDOW LITE (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE 2x6 YELLOW PINE JAMB 20 GA. MIN. GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER SECTION B-B PSI MIN. CONCRETE). WASHERS INCLUDED WITH #8x3/4" PAN HEAD SCREW -/ SLEEVE ANCHORS, 1 1 4 Q O.D. MIN. WASHERS REQUIRED (10 SCREWS PER LITE) ED 20 GA. GALV. STEEL INTER. STILE END WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK STILE BUT NOT REQUIRED TO PROVIDE A FLUSH 12 GA. GALV. STEEL TRACK MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES STILE INTER. BRACKETS FASTENED TO WOOD JAMB TRANSFER LOAD. ONTO VERTICAL TRACK. WITH - ONE 5/16"x1 5/8" LAG SCREW ONE SNAP LATCH ON LOCK BAR PER TRACK BRAC KET. EACH SIDE OF DOOR. STIL ENG AGES A GES IN E 18 GA. GALV. STEEL CENTER HINGE INTER. TRACK ON FASTENED TO INTER. STILES W/(4) OUTSIDE EACH SIDE #14x5/8" SHEET METAL SCREWS ' HANDLE 2" OFDOOR. GALV. 0 D00 L STEEL R F EEL TRACK FASTENED S ENED TO 14 GA. GALV. T OUTSIDE STEEL 0 S K ROLLER HINGES U DE EYED 12 GA. LE GALV. T RA STEEL TRACK BRACKETS. FA STENED T N I D O END STILES EACH W 4 HANDI F� t m TRACK ATTACHED TO EACH BRACKET 14x5 8" SHEET METAL SCREWS AND ) D WITH ON 4" T 4 1 4"x 4" E 1 x5 8" BOLT & NUT 3 SELF TAPPING R R N U ## G SCREWS PER END HINGE. 0 OR TWO 1/4" DIA. RIVETS. 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION PREPARATION OF JAMBS BY OTHERS, SECTION C-C 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) 1/2%3" LAG SCREWS ON 24' CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. END STILE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION MAX. DOOR SIZE 9'0"W X 8'0"H Cl"w •ulka-9 Plodue. Canporq, NI Rlehle Rem-d. The arrongement@ depicted herein am the -10 p of the Clopoy Sol dtrp Product@ Compo,ry Intl may be nproaucetl in any farm wmuut Ra rAltwl P_k*;on. OUTSIDE KEYED LOCK LOCK BAR LOCKING DESIGN LOADS: +250 P.S.F. -3 .0 P.S.F. S.F. 2 TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. MODEL: 110RW4 (25 GA. STEEL SKIN (5) INTERMEDIATE STILES FOR 16' WIDE DOOR. MIN. END STILES ATTACHED TO DOOR MODEL: 120RW4 24 GA. STEEL SKIN)l ATTACHED W/ TOG-L-LOC TOP & BOT) SKIN 20 GA. ( - 1 AND URETHANE ADHESIVE (ALONG CENTER) (TOP, WITHPATENTED &TCENTER). L-LOC SYSTEM OPTIONAL SSB GLAS OR low (/8" SECTION I 8)SA ACRYLIC TES AVAILABLESEE rol I I i NO �1�I r 1 ri WI_ I' ' 1 ■ n 1 n � 1 is - = i • • 1 I NOT 1: DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING, BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI 3" 1-7/88- I SECTION A -A (SIDE VIEW) 2" THICK VIEW "B" -- VIEW "C" LOCK POSITION BOTH SIDES) E 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.) INSIDE ELEVATIONS e VERTICAL JAMB ATTACHMENT -90 BLOCK 0 2,000 PSI MIN, CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR FRONT FRAME WITH U.V. 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 COATING ON OUTSIDE SURFACE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 1 (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SSB GLASS OR� OPTIONAL 10 SCREW TRANSFER LOAD. x w x x 0 0 0 n O w x c� z z w a 0 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"xt-5/8" WOOD LAG SCREWS. CONFIGURATION TRACK N C RATIO DOOR HEIGHT 1" 6'-6' 70" 2" GALV. STEEL TRACK, 7 -0 76 MIN. TRACK THICKNESS: .060" 8 -0" 88' TYP 2-1 2 x2 GA. GALV STEEL TRACK BRACKET. 4 TRACK BRACKETS PER SIDE FACTORY ATTACHED). #14x5/8" SHEET METAL SCREWS 0 0 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB �20 GA. MIN. GALV. STEEL END STILE 20 GA, GALV. STEEL INTER. STILE -:-,- 1/8" ACRYLIC LITE WINDOW LITE 12 GA. GALV. STEEL TRACK MOLDED INSIDE SECTION B-B BRACKETS FASTENED TO WOOD JAMB LITE RETAINER WITH ONE 5/16"xt-5/8" LAG SCREW #8x3/4" PAN HEAD SCREW PER TRACK BRACKET. (10 SCREWS PER LITE) [-SNAP LATCH ENGAGES l INTER. 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): BRACKET ATTACHED W/(4) 1/2-),3- LAG SCREWS ON 18 CENTERS. 1-1/4" O.D. MIN. OUTSIDE KEYEE #145/8" SHEET METAL WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK HANDLE SCREWS. (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 STILES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1 /4"x3/4" SELF TAPPING SCREWS. 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION -13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. -ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. INTE STIL OUTSIDE HANDLE ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. \- 7/16" I.D. ROUND PUSHNUT 18 GA. GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) #14x5/8" SHEET METAL SCREWS. 2" GALV. STEEL TRACK FASTENED TO J L 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 4) 1 /4"x3/4" SELF TAPPING SCREWS PER END HINGE. 0 OR TWO 1/4- DIA. RIVETS. END PREPARATION OF JAMBS BY OTHERS. STILE 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. HANDLE JAMB CONFIGURATION SECTION C-C 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. MAX. DOOR SIZE: 16'0"W X 8'OH TEST LOADS: +36.0 PSF & -37.0 PSF LOCK BAR MANUFACTURED / PURCHASED SHEET SHEETS DRAWING NO. RE ENGAGES IN MANUFACTURED 1 1 101980 TRACK ON DES. BY CHECKED BY EACH SIDE DESCRIPTION OF DOOR. MWW MWW Clopay Building Products Company All Rights Reserved. The arrangements depicted herein are the sole property of the Clopay Building Products Company and may no be reproduced in any form without its written permission. NUA I R S I NOLE HUNG WINDOW SCHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /152 DE51E DESIGN GALL 517F MANUFACTURER SERIES # PRESSURE (P5F) ( SUCTION (PSF) IA25H (1/2 325H) C100 +15.0 -80.0 225H aoo +15.0 -So.O 325H q00•,mr:F._63_2m:�:::.,zv�.=.__632_-.-: <''1$3F= :.K+ ..'w:.M.e_r�3vdj.- ' '•:P:rFc}7.fv'Sr'::v IA3 (1/2 335H) a00 +15.0 -80.0 235H q00 ::+.?z:r':;` y._ ,".�•'�s�u,�a"._. 55.2:r::: ::.,x�:vma_.r.>'r- z`,}s:,;uei=,:=Y -.;:__, _:.";;:: -:q siv. '�: r �_^:_. 335H q00 ..i.+fi•:4'^Fv: T.{c .! Saf:vO. �]nLfi . }+38_O•zq::-- _ ;+68.a:s::1': .; •�5.2>��_�:=^�€:�:; Al*.. s:,n•�.a 38.0 :s: e�;, :' =; :;r T:_-_68.ah w:; smv i ate:. 1 4 H (1/2 345H q00 245H q00 ;' .... .v.b �•:xtw,':i{. Sin.wvT; n^ni.=:.�.:^.:_:7:_,v_e.�d:=i:v:•v.!•i•: .'i..... _ _'�?:: ___ - �ntF2•gt?Ss�I•-n•.Fv. -:TWZiv�wii•:u:::^:µ......_.i.:�"�i_:i-,":i�i•�•6:. H 12 355H C100 ==` ="+= +51.11: s ::' _; ;: }a.} :-51-I-:sm: mu 255HC10048.6= .. ;:.::::•ten:: .':,.:.„;n.:=::•-' ..:..aca:�::i::......_._.._. _;.�.. at@. r- :.... .. 45.6 . -�'^c'�•__... � 355H q00 :: +.....+32.3......:::.,x :x>r:•;': :.::::.=-.:.>: tea- x, - x s' = '.. 32.3°:'::y'm°:aa IA65H (1/2 3(95H) a00 50.4is;,.:,•;•;•,50.45:•;.,,.>`:A„•,:i;:. aoo:;:::;:;.... - %:+42.01:;'_a. �,3i;:.:, ;:r =-4 .On•,.,,.. x"y:2;�Y,w:2_NhiT;iU.: =:•akr•::.::n+ _.^: .:�..: 28.a;_:;.n:,.�:.:_.-:: :ierx'CP?Svei:_.._p-..:.ls- •::.:.,n,>:zz;, - :° ....:..z., 28.a 365H aoo 20205H qO0 +75.0 -80.0 30205H q00 +15.0 -80.0 40205H qO0 +15.0 -78.4 20305H 900 +15.0 -80.0 50305H a00 56. 5b l i?1 ,. 40305H :.:.......... E.r_. 20405H C100 +15.0 -80.0 30405H aoo - r ._. a O D ..._...._ :�i�,��'w 43.2:�% ' _ ::_. ;• ; +5a.3'> '•. _.-,ten..• a .. _:._^.. 43.2.:. '::. S9 3 `?>^:.. ;:: c 20505H a00 .JicFxa�}:' mew.:.-.,k,...- �.r' ----- .�•,�^:uR..,..z:.:fiz4:a'w.. 30505H q00 yi_u;far:_ ...... •: •::rj:'gy''4i.,i:tT$__Na..ffnP _�:,+4q_2:a.::+,w,=i:.-_r:_»;s,�^ �..:. A.._........,nn_m . _ _�. 36.3A <"¢ r . F:n,.�._.. 40505H C100 20605H C100 =:.--_ ::_::_-.::_._->„; ,� . _�, . .:. .. .......... ".^. •. .- "- s=: =`' ............ 30605H q00 •:•:ii•"rsvfs:ii � ._ �. u �._ b:ice::::;+42.0='.>:eim.::_;;>; - _=�.3•^>=•S-.._.._.. _=:_•-42.Orz-:'z;_^v, _ 40605H q00 ±f ;,�;�d�s::-._+32.1�_;=�:-::�:�"s' W ^ie��&'.,P ) wi•h ;.-:.n_.::;;:-32.1:='.:_'_,`'�;•_` NUA I R HORIZONTAL ROLLER W I NDON SCHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /152 GALL 51ZE DE516N DE51ON MANUFACTURER SERIES # PRE55URE (P5F) SUCTION (P5F) 2020HR OH2 / OH3 +50.0 -80.0 3020HR OH2 / OH3 +50.0 -80.0 4020HR OH2 / OH3 +50.0 -_ ?::nvdi::cv:::a:}:Fi- :ii =___1':Y'; 5020HR OH2 / OH3 +50.0 r '' ' 7= :-5G_q= °`"' 602OHR OH2 / OH3 +50.0 )yrv3FiSrx:,w.ivn.eav- tis iv .51.1,' 2030HR OH2 / OH3 +50.0 -80.0 5050HR OH2 OH3 50.0 - = 56.6n,:_:.rn::..... 4030HR OH2 / OH3 +50.0 -53.7�; . . -my:= 5030HR OH2 / OH3 x :. 603D HR O 2 / - 2040HR OH2 / OH3 +50.0 -80.0 OH2 OH3 404pHR OH2 / OH3 ..,zs.: +31.2.,..._......w.•$:-.. 31.2��.:�:_,_._z - T•.vxl3`3,U•men•.d:. yl'w ,nrronew.:nenv:: _ m -- -- - 36.1__ _ - _ -- _ 5040H R H2 OH3 O / OH2/ 2 2050HR OH2 / OH3 +50.0 - --- :.-...:. _... �__..W. :. . 3050HR OH2 / OH3 4050HR OH2 / OH3 sn.^f=•x' Y:.3':r.,vgrUuwO'_°-'- ': _ .iGl3'rHdJ.J'Le -�, - ....__ 5050HR OH2 / OH3 �:iaidbkav-=ru ..R:rE4`>^-_4=ice:=vT••. i•:�:•R•:•d: +26_Is:'._; :_•:_' .:••v:-__•_____ -:: f°1'pr-26. Iw;_rJ}ar':4, p.��_,•- . 605OHR OH2 / OH3 ?SD;!_7. r{�_•_u_$'�_smc-_. l:_ � �!vlR�c�Fr. :: } :; ; >=m26.is >-FWAdam• a`Ngiy_�-n`C•SI?':_:__ :"r.L:tl''3::7v1`�t� :.6 3:-26.1:'•:+:-}}};::::{.tee , ... muS _ Yi�:n'FL•-v' -is4�m6}P'Y.�^_'i4:nxA'nErY•:$sSb:4..... NUA I R SL I D I NC O LASS DOOR 5GHEDULE TESTED PER AN51/AMMA/NWWDA 101 /152 GALL 51ZE MANUFACTURER SERIES # DE516N PRE55URE (P5F) DE-516N SUCTION (P5F) 5068 5&D 200 +30 -64.6 6068 500 200 +50 -55.0 8068 5O0 200 +30 -31.1 a0b8 SOD T 200 +30 -55.0 THERMA-TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMA/NWHDA 101 /152 LOCATION GALL 51ZE R/O 51ZF MANUFACTURER DESCRIPTION DE51ON PRESSURE (P5F) DE516N SUCTION (PSF) OARAOE 2868 (2/8 x 6/8) 34 1/2 x &2 I/2" #100 FLU5H 5TEEL +25A -343 SERVICE DOOR +25.q -34.7 POOL BATH 2468 (2/4 x 6/80 30 1/2 x 82 1/2" #115 ONE LITE STEEL FRENCH +25_q -343 DOOR 2668 (2/6 x 6/8) 32 1/2 x 82 1/2" #II8 ONE LITE STEEL FRENCH +25.q -34.7 BREAKFAST TO 2668 (2/6 x 6/8) 32 1/2 x &2 1/2" #128 TEN LITE STEEL FRENCH +25.q -34.1 LANAI DOOR +25,q -343 EXTERIOR (2)2068 (4/0 x 6/8) 51 1/4 x 82 1/2" #108 15 LITE STEEL FRENCH +24.1 -32.4 FRENCH (2)2668 (5/0 x (b/8) b3 1/4 x 82 1/2" #10& 15 LITE STEEL FRENCH +243 -52.4 DOOR (2)2868 (5/4 x 6/8) 61 I/4 x 82 I/2" # FRENCH 108 IS LITE STEEL G + 41 2 -32.4 (2)3068 (6/0 x (9/8) 75 1/4 x 82 1/2" #10& 15 LITE STEEL FRENCH +243 -32.4 FOR 8'-0" HIGH UNIT5 (N x q8 1/2" MAIN ENTRY DOOR 3068 (3/O x 6/8) 38 I/2 x 82 I/2 #205 STEEL 8 PANEL 25.q 34.1 (2)2668 (5/0 x 6/8) b3 1/4 x 82 1/2" +24.7 -32.4 (2)2868 (5/4 x 6/8) 67 1/4 x 82 1/2" +24.1 -52.4 (2)3068 (6/0 x 6/8) 75 1/4 x 82 1/2" +24.1 -52.4 (2)3080 (6/0 x 8/0) 15 1/4 x q8 1/2" +24.7 -32.4 MAIN ENTRY DOOR 3068 (3/0 x 6/&) 38 1/2 x 82 1/2" #FG-60 b PANEL FIBERGLA551G +25.q -34.7 (2)2668 (5/0 x (b/8) 63 1/4 x 82 1/2" +24.7 -32.4 (2)2868 (5/4 x 6/8) 61 1/4 x 82 1/2" +24.1 -52.4 (2)3068 (b/O x 6/8) 75 1/4 x 82 1/2" +24.1 -32.4 (2)3080 (6/0 x &/0) 75 1/4 x ae 1/2" +243 -32.4 MAIN ENTRY DOOR 30b8 (3/0 x (0/8) 38 1/2 x 82 1/2" #FG 60 - 6 PANEL PA FIBERGLASSIG OR #FG-2000 I LITE FRENCH FIBERGLA551G ( CUSTOMER CHOICE ) +25_q -34.7 (2)2668 (5/0 x &/&) 63 1/4 x 82 1/2" +24.7 -32.4 (2)2868 (5/4 x 6/8) 61 1/4 x 82 1/2" +243 -32.4 (2)3068 (6/0 x b/8) 15 1/4 x 82 1/2" +24.1 -32.4 (2)30&0 (6/0 x 8/0) 15 1/4 x ae 1/2" +24.7 -52.4 BANCO OVERHEAD DOORS, INC. 67ARA67E DOOR SCHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /152 GALL SIZE TEST LOADS F RE-55URE (P5F) TEST LOADS SUCTION (P5F) DESION LOADS PRESSURE (PSF) DE51ON LOADS SUCTION (P5F) 8 x 7 (OR 80700H) +31.5 -45.0 +25.0 -32.0 q x 7 (OR g0100H) +31.5 -48.0 +25.0 -52.0 16 x 1 (OR 16O700H) +36.0 -37.0 +24.0 -24.5 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 ATTEN11ON OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. EXTERIOR HINDOW5 AND DOOR NOTES 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED r RECOMMENDATIONS BLSHED MANUFACTURER'S E S T0 ACHIEVE TH A HI DESIGN PRESSURE SPECIFIED. E DES G 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 screw embedment of4" is maintained in the buckstrip. Window INSTALLATION DETAILS FOR FLANGE WINDOWS IN WINDZONES OF 150MPH OR LESS (DETAIL A) fasteners should be located a maximum of4" from each comer B FLASHING and maximum of 18" O.C. It is recommended that fasteners not 1J Buckstrips must be set in a bead of sealant. The exterior joint be installed through the sill of the window. The actual size of WEATHER RESISTANT - between the buckstrip and masonry must also be sealed. the buckstrips should be no less than 1i" X 2 J". Buckstrips BARRIER Buckstrips s shall run the entire length f th e rough opening. A should be installedusing minimum IX 24. mason ry screws, EXTERIOR— buckstrip is not necessary ry at the sill if it is pre cast. All gaps to maintain 14" embedment, and be 18" O.C. FACADE must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. in accordance with the INSTALLATION DETAILS FOR FIN WINDOWS IN Florida Building Code, a taper, or bevel on the buck is WINDZONES OF 150MPH OR LESS (DETAIL B) RIGID FLASHING — acceptable if the window frame is fully supported by the (OPT.. BY OTHERS) buckstrip at both the interior and exterior. Installation fasteners or windows should be a INTERIOR minimum 11" nail or 4, wood screws, with an embedment of If using y'" thick wood buckstrips: at least V. Fasteners should be located at a maximum of 4" ' Installation fasteners should be a minimum" X 24" masonry from each comer and 18" O.C. for screws and 9" O.C. for • screws, installed through the window and buckstrip, into the nails. It is recommended that all screws or nails be sealed to Prevent infiltration of air and water. Product may be shimmed 1' masonry. Window may be shimmed as necessary, provided a minimum screw embedment of l4" is maintained in the as necessary. Flexible flashing should be installed in a -' ---Q masonry. Fasteners should be located a maximum of 4" from weatherboard fashion. The top layer should overlay any layer each comer and maximum of 18" O C it is recommended that HEADER PLYWOOD SHEATHING WINDOW FASTENER I •I I WO OD I I FRAME =- HEADER DRYWALL FILL INTERIOR VOID WiTH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTALLING TO KEEP I FMB & beneath it. The weather resistant banter should then cover the • WEATncrc FlD(IBLE fasteners not he installed through the sill of the window. The flexible flashing at the header. The application of the weather BgRRESRsj� FusHING actual size of the buckstrips should be no less than 4" X 2k'. resistant barrier will vary based on when it is installed. If it is IBLE FINISHED installed after the window, it should be tucked under the sill EXTERIOR FLASHING RESISTANT • • SILL If using l " thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing. JAMBS BARRIER = __ AMERICAN EXTERIOR • Window installation fasteners should be a minimum #8 X 1" WAY1144IR ®MANUFECTURA6 FACADE wood screws, installed through the window into the buckstrip. M^NIIFAt-n,RRs ASSOCIATION I WINDOW Window may be shimmed as neccss provided a minimum MEMBER FASTENER 'The window depicted m is wm is intended or use on a n 4 '"I c cons Its aresponsibilityo t t n rt is applicable. Additional un va r eP B typical cis o eerm aas g, Po SILL banners, etc. may be specified by the project architect. Wind and design pressures vary within each State and county. All products manufactured by NuAit Inc. meet a minimum of 110 mpb (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. Above details shown for Single Hung • SEALANT BEAD window. For installation of Awning, Horizontal Roller, or PictureNesigner windows use the same specifications as shown above for the Single Hung, provided that all O SEALANT BEAD IF FLASHING IS NOT ADHESIVE re- unehed frame installation holes are utilized and with the above mentioned screw sire andspacing. 1NS'rALLATION DETAILS FOR NON -IMPACT, FLANGE, SINGLE HUNG WINDOWS IN 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. 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 ;" thick wood buckstrips: Installation fasteners should be a minimum+" X 2k masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of lk is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 4" X 2j". If using l " thick or greater wood buckstrins (not shown): Window installation fasteners should be a minimum #10 X 1} " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and maximum of 19" O.C. It is recommended that fasteners not be installed through the sill of the Window. The actual size of the buckstrips should be no less than 1�' X 2j". Buckstrips should be installed using minimum i" X 24" masonry 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 AMNNICAN ARCHITRCC10RAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURASSOCIATION Yi may be specified b the project architect. Wind and design pressures vary within each M Y P Y P 1 g p ry a h state and 1AIR ME TIER county. All products manufactured by NuAir Inc. meet a minimum of ] 10 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. HEADER SERIES -.d A02/3 ATW a • EXTERIOR INTERIOR • PRESSURE TREATED BUCKSTRIP (MIN. 2b' AS SHOWN) INTERIOR • SHIM AS NEEDED c d WINDOW v FASTENER • .Q FILL INTERIOR VOID WITH a' MINIMAL EXPANDING FOAM • — IF PER CODE EXTERIOR JAMBS NO FASTENERS THROUGH SILL IF NECESSARY, USE SHIMS WHEN FINISHED • INSTAWNG TO SILL KEEP PLUMB & • _ - LEVEL • --- --- 4 6AT, POUREb PRE —CAST d CONCRETE SILL d CONCRETE SILL • SEALANT BEAD SILL EA EXTERIOR IF NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL • o . — PRE-CASd T d CONCRETE SILL • SEALANT BEAD SILL HEADER • INTERIOR PRESSURE TREATED 13UCKSTRIP (MIN. a}' AS SHOWN) SHIM AS NEEDED WINDOW FASTENER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM — IF PER CODE I FAST THR HEADER s F/ Mid INTERIOR • PRESSURE TREATED BUCKSTRIP (MIN. 2j' AS SHOWN) SHIM AS NEEDED WINDOW ASTENER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM — IF PER CODE JAMBS NO FASTENERS THROUGH IF NECESSARY, SILL USE SHIMS WHEN • INSTAWNG TO • KEEP PLUMB & • • — — — LEVEL — — — d PRE —CAST �LAT, POURED d CONCRETE SILL d CONCRETE SILL • SEALANT BEAD SILL INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, AWNING WINDOWS iN 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. 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 scaled. 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 1 ` X 24" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. it is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 4" X 21". If using 14, "thick or greater wood buckstrins (not shown): Window installation fasteners should be a minimum #10 X 11" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. it is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than lZ" X 2y". Buckstrips should be installed using minimum 16" X 24" masonry screws, to maintain IQ" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the ANF111C'AN ARr'.Hlrhn,n:AL. responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUtACI'URL'S R 'I A s<R. ATION may be specified b the AT11AIR project architect. W� vary within c d Y P Y P J Wind and design pressures h1n each .fate an MF.MIIEH � P rY county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL •(800) 282-6627•www.Nuhr.com load requirements (per AAMA 101): please check local building codes for exact requirements. FLEXIBLE FLASHING HEADER PLYWOOD SHEATHING SERIES FINSTALLATION DETAILS FOR NON -IMPACT, FIN, HORIZ. ROL- OH2/3 HR LER WINDOWS iN WINDZONES OF 150MPH OR LESS (per FBC 2001) WEATHER WINDOW RESISTANT FASTENER Window Installation: BARRIER 1 •' EXTERIOR Installation fasteners for windows should FACADE • ,.... :., ;.; WOOD FRAME be a in l", 4d nail or 6 x 1�" drywall screw, • ~ • HEADER with an embedment of at least 1j". 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 INTERIOR nails. FILL INTERIOR VOID WiTH MINIMAL EXPANDING FOAM It is recommended that all screws or — IF PER CODE nails be sealed to prevent infiltration of air and • water. Product may be shimmed as necessary. • IF NECESSARY, Weatherproofing: --- ___ Q- USE SHIMS WHEN INSTALLING TO KEEP PLUMB & Flexible flashing should be installed in a g • DEL weatherboard fashion. The top layer should overlay RESISTANT BARRIER FLEXIBLE any layer beneath it. The weather resistant barrier EXTERIOR FLASHING IBLE FINISHED should then cover the flexible flashing at the FLASHING WEATHER • JAMBS SILL • header. RESISTANT The application of the weather resistant BARRIER = _ - barrier will vary based on when it is installed. If it EXTERIOR is installed after the window, it should be tucked FACADE � under the sill flashing and overlap the jambs and WINDOW FASTENER head flashing. SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE t c s i for on Teal construction. It is the The window depicted in this drawing 1, intended fo P g b'P i t AMBIUTAN ANIW IC N cant, responsibility of others determine it applicable. Additional flashing, vapor barriers, etc. RE ASSOCIA ON `N may be specified by the project architect. Wind and design pressures vary within each state and *4 ME"Rex county, All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, F L.(800) 282-66270www.NuAir.eom load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER PLYWOOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, SINGLE FLASHING SHEATHING & 950 SH HUNG WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) WEATHER RESISTANT WINDOW FASTENER Window Installation: BARRIER j 446 EXTERIOR ' installation fasteners for windows should WOOD FACADE ;•iFRAM E be a minimum 1", 4d nail or 6 x 1" drywall screw, • •' HEADER with an embedment of at least 1S". Fasteners RIGID FLASHING DRYWALL. should be located at a maximum of 4" from each (OPT.. BY OTHERS) comer and 18" O.C. for screws and 9" O.C. for INTERIOR FILL INTERIOR VOID WITH nails. t": MINIMAL EXPANDING FOAM it is recommended that all screws or - IF PER CODE nails be sealed to prevent infiltration of air and • water. Product may be shimmed as necessary. IF NECESSARY, -- Q- usW SHIMS Weatherproofing: -• INSTALLING TO KEEP PLUMB & LEVEL Flexible flashing should be installed in a • WEATHER FLEXIBLE weatherboard fashion. The top layer should overlay RESISTANT FLASHING BARRIER any layer beneath it. The weather resistant barrier EXTERIOR IBLE WEATHER FINISHED SILL should then cover the flexible flashing at the FLASHING RESISTANT • •_ header. JAMBS BARPoER - The application of the weather resistant EXTERIOR • barrier will vary based on when it is installed. If it FACADE is in after the window, it should be tucked WINDOW FASTENER under the sill flashing and overlap the jambs and SILL head flashing. • SEALANT BEAD 0SEALANT BEAD IF FLASHING IS NOT ADHESIVE 'AN The window depicted in this drawing is intended for use on typical construction. it is the AMEHI C AANUFA rI1RAL LAIR f her responsibilityo of s t determine if i i li • 1 Additional fl him v or barriers etc. o date ne t s applicable. e.as a PP81 P MANUYACI'UNYS ® AEOCIA'nON be specified b the may p y project architect. Wind and design a vary within each state and p J gn pressures ry 'H""N" 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 FLASHING HEADER PLYFLEXIBLE WOOD —SHEATHING A02/3 ATW WEATHER WINDOW RESISTANT - F ASTENER BARRIER /� j EXTERIOR FACADE WOOD • i•, FRAME HEADER RIGID FLASHING • (OPT., BY OTHERS) DRYWALL INTERIOR WEATHER 't'. ESISTANT FILL INTERIOR VOID WITH r `' BARRIER MINIMAL EXPANDING FOAM — IF PER CODE • IF NECESSARY, • USE SHIMS WHEN '---- INSIALLING TO KEEPPLUMB& \ �I • FtFJ(IBLE FLEXIBLE FLASHING FLASHING FINISHED EXTERIOR WEATHER SILL JAMBS RESISTANT BARRIER •— EXTERIOR FACADE WINDOW FASTENER SILL • SEALANT BEAD 0SEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FIN, AWNING WINDOWS IN WiNDZONES OF 15OMPiI OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum l}", 4d nail or 6 x 1j" drywall screw, with an embedment of at least 1j". 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. The window depicted in this drawing is intended for use on typical construction. It is the F Ayj A MH CAN AR�wTE< URAI. responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURNS ASS(N)MT,oN may be specified by the project architect. Wind and design pressures vary within each state and MEMBER rnonty All nrndnrtc mannfarfirreri hu Nn Air Tnr mrri n minimum of 1 10 mnh (1110 T)P) wind FLEXIBLE FLASHING WEATHER RESISTANT BARRIER EXTERIOR FACADE RIGID FLASHING (OPT., BY OTHERS) d I HEADER sHEAn�wG SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, FIXED PW & DPW WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) WINDOW ASTENER Window Installation: 1 • •I Installation fasteners for windows should 1 • "''" '_ `� WOOD FRAME be a minimum li", 4d nail or 6 x 1}" drywall screw, • HEADER with an embedment of at least 11". Fasteners D�� 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 MILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM — IF PER CODE IF NECESSARY, water. Product may be shimmed as necessary. USE SHIMS WHEN INSTALLING TO KEEP PLUMB & Weatherproofing: LEVEL Flexible flashing should be installed in a H FLEXIBLE TANT weatherboard fashion. The top layer should overlay IER FLASHING FINISHED any layer beneath it. The weather resistant barrier wEA•n,lp� SILL should then cover the flexible flashing at the RESISTANT • • header. BARRIER • = _= The application of the weather resistant EXTERIOR barrier will vary based on when it is installed. if it FACADE � WINDOW is installed after the window, it should be tucked FASTENER under the sill flashing and overlap the jambs and SILL head flashing. • SEALANT BEAD OSFALANT BEAD IF FLASHING IS NOT ADHESIVE df I h The window depleted m this draw mg is mten a or use on typica construction. t is t e AMERICAN I I. responsibility nsibilit of others to determine if it is applicable. Additional fl ashing, vapor barriers etc. ARCHITECT RA P Y PP gI P AS IFA URL.4 NI. CT ' him each state and specified b the project architect. Wind and design pressures vary wit ®ASStCIATION may be spec y p ) gn p ry AAIAMEMBER 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. HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, HORLZ. ROL- 1OH2/3 FIR L ER WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) .4 Buckstrips must be set in a bead of sealant. The exterior joint e • between the buckstrip and masonry must also be scaled. Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • INTERIOR PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow piste, BUCKSTRIP (MIN. 2j' spruce or comparable lumber. In accordance with the Florida e • AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the V frame is fully supported by the buckstrip at both the c SHIM AS NEEDED window Interior and exterior. WINDOW FASTENER if using J" thick wood buckstrips: a Installation fasteners should be a minimum i" X 24" masonry c ` _: • FILL INTERIOR VOID WiTH screws, installed through the window and buckstrip, into the MINIMAL EXPANDING FOAM EXTERIOR — IF PER CODE masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the masonry. JAMBS 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 2j". IF NECESSARY, THROUGH SILL If using 4 " thick or greater wood buckstrips (not shown): USE SHIMS WHEN Window installation fasteners should be a minimum #10 X 1•I" INSTALLING TO • KEEP PLUMB & • wood screws, installed through the window into the buckstrip. _-_ ►Eva • • , -_-_-_ Window may be shimmed as necessary, provided a minimum • screw embedment of 14" is maintained in the buckstrip. Window d �iAT' PouREb fasteners should be located a maximum of 4" from each comer and PRE —CAST d CONCRETE Sill maximum of 18" O.C. It is recommended that fasteners not be d CONCRETE SILL 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 )l" X 21" masonry screws, to maintain 14" embedment, and be i8" O.C. The window depicted in this drawing is intended for use on typical construction. It is the ARCHITECT11RAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANIIPACnIRRR �� ®AMERICAN / may be specified by the project architect. Wind and design pressures vary within each state an ASSSOUAMRI�RTION 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. HEADER SERIES 900 IPW INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, FIXED & DPW WINDOWS IN WiNDZONES OFI5OMPH OR LESS (per FBC 2001) 4 Buckstrips must be set in a bead of sealant. The exterior joint v • 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 • be sealed. Buckstrips should be pressure treated yellow pine, INTERIOR PRESSURE TREATED (MIN. 21' spruce or comparable lumber. In accordance with the Florida . e • ASCSHOWIN) Building Code, a taper, or bevel on the buck is acceptable if the a — window frame is fully supported by the buckstrip at both the c SHIM AS NEEDED interior and exterior. WINDOW • A5iENER If using 4" thick wood buckstrips: x7 FILL INTERIOR VOID WiTH installation fasteners should be a minimum i" X 21" masonry a' MINIMAL EXPANDING FOAM • — IF PER CODE screws, installed through the window and buckstrip,into the g c masonry. Window may be shimmed as necessary, provided a DMIOR minimum screw embedment of 14" 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 be less than 4" X 21", FASTENERS THROUGH ; SILL no If using ] " thick or greater wood buckstrips (not shown): IF NECESSARY, Window installation fasteners should be a minimum #10 X 11" USE SHIMS WHEN wood screws, installed through the window into the buckstrip. INSTALLING TO • KEEP PLUMB & • • • -_ - -= Window may be shimmed as necessary, provided a minimum LEVEL • screw embedment of I4' is maintained in the buckstrip. Window d fasteners should be located a maximum of 4" from each corner and C PRE—CASTd �1AT, POURd) maximum of 18" O.C. The actual size of the buckstrips should be d CONCRETE SILL d CONCRETE SILL no less than 1' ' X 2V Buckstrips should be installed using SILL minimum 16' X 2a' masonry screws, to maintain • SEALANT BEAD la' embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the ` AMERICAN Additional in va or barriers etc. AHCHrmrruaAL responsibility of others to determine if it is applicable flashing, p MAN•UYAGTUNY.9 and design pressures van within each state and MANUPA ru maybe specified by the project architect. Wind a b p y �Ri NMRMRRR Inc.meet a minimum oft 10 mph R30 DP wind county. All products manufactured by NuAir p ( ) Tampa, FL•(800) 282-6627•www.NuAir.Com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIFS 200F INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS HEADER & 500 SGD DOORS IN WINDZONES OF 150MPII 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, • INTERIOR except door sill. All gaps must be sealed. Buckstrips should be EXTERIOR INTERIOR PRESSURE pressure treated yellow pine, spruce or comparable lumber. In m�`�D accordance with the Florida Building Code, a taper, or bevel BUCKSTRIP • on the buck is acceptable if the door frame is fully supported nsM by the buckstrip at both the interior and exterior. NEEDED DOOR If using 4" thick wood buckstrips: FASTENER !; Installation fasteners should be a minimum ` X 24" masonry 1 screws, installed through the door frame and buckstrip, into the masonry. Door may be shimmed as necessary, provided a I I 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 INSTALLATION, SEAL if using i+ " thick or greater wood buckstrips (not shown): JAMBS HORIZONTAL JOINT —\ BETWEEN TRACK Door installation fasteners should be a minimum # 10 X llj" AND JAMB wood screws, installed through the window into the buckstrip. Door may be shimmed as necessary, provided a minimum EXTERIOR screw embedment of 14" is maintained in the buckstrip. Door FILL INTERIOR VOID WiTH IF NECESSARY, d fasteners should be located a maximum of 4" from each comer MINIMAL EXPANDING FOAM . d USE SHIMS WHEN — IF PER CODE and maximum of 18" O.C. The width of the buckstrips should INSTALLING TO d KEEP PLUMB & LEVEL be no less than the frame frame of the door. Buckstrips should • SEALANT BEAD TRACK be installed using minimum )a" X 24" masonry screws, to maintain 14" embedment, and be 18" O.C. The door depicted in this drawing is intended for use on typical construction. it is the AMNNI AN i applicable. Additional flashing, vapor barriers etc. ARCHITECTURAL responsibility of others to determine if rt s app g, p 11 ASSOCInr(ONLS may be specified by the project architect. Wind and design pressures vary within each state and AIR wMEMBER 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 I01); please check local building codes for exact requirements. SERIES 200F INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS & 500 SGD DOORS IN WiNDZONES OF 150MPH OR LESS (per FBC 2001) HEADER Sliding Glass Door Installation: Installation fasteners for jambs and header should be a minimum #10 x 1? screw. INTERIOR • INTERIOR installation fasteners for the track should be a O • SHIM ^oo�ER NEEDED minimum 1�, masonry screw. All fasteners should have an embedment of at least 14". Fasteners / should be located at a maximum of 4" from each t, I corner and 18" O.C. for screws. it is recommended that all screws be sealed to prevent infiltration of air and water. I Product may be shimmed up to 4" if necessary. MINIMUM ti . JAMBS RECOM- MENDED Weatherproofing: • A INSTALLATION, SEAL Flexible flashingshould be installed in a ' HORIZONTAL JOINT weatherboard fashion. The top layer should overlay EXTERIOR BETWEEN TRACK AND any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. • FILL INTERIOR VOID WITH The application of the weather resistant d 14ECESSARY. barrier will vary based on when it is installed. if it MINIMAL EXPANDING FOAM d USE SHIMS WHEN — IF PER CODE INSTALLING TO is installed after the door, it should be tucked under KEEP PLUMB & the sill flashing and overlap the jambs and head • SEALANT BEAD TRACK71 flashing. The door depicted in this drawing is intended for use on typical construction. it is the AMERICAN Ili of others to determineit is a applicable. Additional flashing, vapor barriers etc. responsibility h if pp 6, p R MANUFECTURAL MANUFACTURES n i r hi ASSOCIATION may be specified b the project architect. Wind and des assures v within each state and SSUC ) design P Y P Y P J m7' MRMREH county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282.6627•www.NuAir.eom load requirements (per AAMA 101); please check local building codes for exact requirements. 6" THERMA-TRU INSTALLATID KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions, Use only a maximum of 1/4" thick shirts. Predrill the jambs and headers using 1/8" drill bit, Predrilling increases structural performance, Use only 2-1/Z" 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 not be substituted for wood screws, Be certain of the number and placement of all screws securing the frame to the rou h opening buck. Consult the architect or engineer of record concerning Yastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONT, AT OPENING SIDES AND HEADER, AA 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 DOOR FRAME 1 x P,T, BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS, 6" 6" SINGLE DOOR 6" 6 SPAC EVEi r J� V n SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES u Cu 7u rfn �n u Lb n JII ' III III II I II I � � II III III E n 1 E n u n n rr r rr , n 6 DOUBLE DOOR W/ SIDELITES 6 PACE VENL I I I I _.] ( n " AoCREATED 01-02-02 120 MPH 3 SEC. GUST DOUBLE DOOR 'n SPACE _VENLY m 10091.11 Hrrt.tr-n nU+n+na OPTIONAL 16 9/16' 1,LAX, TYP, 2 3/4" MAX. TYA AT HEAD/SILL, 4" MAX. AT HEM SILL CORN! SEE COLUMN 'A' FOR HEAD/SILL NO. (W ANCHORS A AT HEAD OR SILL II I 0 it 11 11 or- II If t to o on DSO-ANN, 056-ANN. . »..»� CLASS -- - CLASS km 11 r, u • 33 5/18• 33 t/4' D,L• OPG. D,L. 0P0. i 36 1/4- NT WIDTH 72* WINDOW WIDTH 1YPI -:_AL--FI-EW TESTED IIQN UNIT i�f• i � ffJ` i 11V i • XO OR OX SIZES WINDOW DIMS A DSU - ANN GEA-89 WIDTH HEIGHT IWXT. (T) TNT. { ) 24" 36" 48" 60" 72" 24'! 4 50.0 67.0 4 60.0 07.0 6 50.0 67.0 6 , 60.0 67.0 6 50.0 64.2 24" 6�: 60.. 72" 38„ 4 50.0 67.0 4 50.0 64.9 8 50.0 64.3 B 40.8 48.8 6 42.9 42.9 24" 36" en" 411,• 4 60.0 67.0 4 6D.0 60.7 6 36,I3 .36,5 6 36.1 36.1 37" 63416" .74" 26" 4 50.0 .67.0 6 solo 67.0 6 60.0 50.1 37" 53.118" 74V 38.318" 4 Solo 58.8 0 50.0 50.1 6 30.6 39.6 37" 53.1f'6" 60.518" 4 45.0 46.0 6 36.1 36.1 A = NO. OF ANCHORS PER HEAD A SILL' ,g2IF$-8604 ALUM,08Z -SLIDING _WINDOW C2MPARA7_ VIE ANALYSIS_C110 BASED ON FTL 1130 OF 07 21.95 TM SIZE:; 72" X 46" (OX) DESIGN LOADS o *S0.0, •43.3 PSF WATER INFILTRATION TEST in 7.5 PSF TEST9Q SLA89 = 000 ANNEAL00 .. APPRQVFQ CONF Ll R T(L IONS • • GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED _UTES TYPICAL ANCHORS w000• BUCKS NOT BY LAWSON INDUSTRIES. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER. THEM TO THE BUILDING STRUCTURE. 1DY OR EBY WOOD DUCKS 4 k+i} ff QRS 1 SEE-- ELF/CHART FOR SPACING 17 + _ 3/16" T PCOIJS - INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1" MIN. PENETRATION INTO WOOD 0 T14RU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 12 1-1/4" MIN. EMBED INTO MASONRY . �,taAttA TS: EACH VENT CORNER SEALED WITH WHITE COLORED SEALANT. •WEE��Q�E� W1 - 1'-1/2" X 1/4" DRAIN HOLE) AT 1-3/4" FROM EACH END W2 a X 3/18" WEEP HOLE) AT 2" FROM EACH ENO OF VENT A • TYPICAL ANCHORS TYPLCAL.ANCHORS 1.875 ( 1,41',4 1 .ObB 1.699` - I TT . I:.12b � 0 0 1.1�5 1.437 4 .696 FRAME HEAD U L✓ L67$ - FRAME BILL I IA's9 1 .D9D 3t?E L•.- J 1.000 ,06P,ii_ .760 a .656 • ' I.094 J t•-!•ODO-•I FIXED MTG. RAIL MEETING RAIL WOOD ES 1. Tqp 00uCT 15 Oest0NE0 AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DMJ: COUNTY OR 2001 FLORIDA EtUILDINO CODE, ALSO FOR WIND LOADS AS' PER•ASCE 7 USING CORRESPONDIND LOADR. C. WOOD BUCKS BY OTHERS, MUST 09 ANCHORED PROPERLY TO iRARSFER LOADS 70 THE STRUCTURE. . 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON OEI'AN.B. ANCHOR EMBEDMENT To Wit MATERIAL SHALL 09 BEYOND WALL DRESSING OR STUCCO, ` 2 9 IP:1,1 WOOD BUCK • NOT BY LAWSON IND. 11111MUST SUSTAIN IMPOSED " MIN, WOOD EMBED • � • 5 MIDPOINT FROM CORNERS Loatls (}0 MIO3/'1B" ANNEALED GLASS ' $H M HAX FIN FRAME CLEAR ADHESIVE ?)c WOOD BUCK _ 8pD0tNG GoMPDUNO 1/4" MAX. 3/16"-ANN. R 10 S.MA. I'IEA� PUTT RAIL 14H, " GLASS I*- MIN. WOOD EMBED TEST UNIT 12 0 2 SEE SCHEDULE BELOW PERFORMANCE SUMMARY POR ANCHOR SPACING • ITYP.1 6B7" 2 x IP.T.L REFERENCE: PYL-1891 t2-11-97 1 WOOD BUCK TEST SIZEr'. S4"1/B" X 75-1/2" 13 f 4 TEST LOADED .94.5, -63.0 PSF A II 1.875 � 19 DESIGN LOAO13t •63.0 •6'1,0 PSF WATER INFILTRATION TBS/C. 9.S PSP -CLEAR G COMPOUND TESTED GLASSt J16"-ANNEALED 3/16"-"ANN. BEDDING COMPOUND MAX. JAMB StAHW SPACtNGit 15-5J4" b !B-314'• tlLAs 1 .. t 7" - 13 E"IicK'�D"se p ' �j sa• aL�ar"ri��e"ii° - NON -IMPACT RESISTANT 16 D w WIDT H - PLAN VI irW a/IIIDTOH . ' ' B r1�43 ~ 00-9/16" _tTYP.) �•/ 21 �+ HEAVY DUTY MEETING RAIL 2D II ' 111 IL �' 11 2,299 SILh18 5 t� J HT `✓ 6 1/4" MAX. r4i t0 S.M.G. SHIM ,1 • 1% MIN. WDDD EMBED 1...-• &�IOT CORNERS fp MDPo N ITEM PART Y QUANTITY DESCRIPTION UATERIAL 1tATIF./SUPPUBR/RBIIARKS 1 L-793 t FRANC HERO 6110-TS • 2 L-761 1 FRAME SILL b063-T6 - 3 L-760 E FRANC JAMB 6063-T6 4 L-734 i FIXED RAIL 6063-16 ' 5 L-772 1 VENT MEETING RAIL. 60b3"T6 - 6 L-751 8/ VENT TOP AND BOT70H RAIL 606349 7 L-7-36 t JAMB STILE $063-76 " E L-767 AS REDD. GLA2tNG BEAD ALUMINUH ROLL FDAKED 9 FS-006 AS REGO, FRAHe/VENT ASSEMBLY SCREWS " 11 0 X 3/4' P.N. PNiLLIPS 10 8 FUG RAIL SILL SCREWS - a B x i:• P.M. PHIL1.02 It L-770 AS R901 VENT JAMB RAIL V's1RWPING VINYL t/4' DIA, BULB t2 PVS-003 , AS REOD, FIN SEAL VEATHERSTRIPPINO del' X .31D' aeea•600 ) 13 PVS-005 AS RKOD. FIN SEAL VEATNUVRIPPRO x .3:10' t783A-600t-y) 14 PVS-004 AS RtOD. FIN SEAL WEATHERSTRIPPING '• d87' X .J10 t7930.6101-9) 16 17 L-72a 6/ VENT VENT FACE GUIDE PLASTIC AT II-U .0 FROM ENDS Ir HIDSPAN 14 , L-763 E VENT ROLLER HOUSING PLASTIC AT EACH END 19 L-764 8 VENT ROLLER/VNEEL BRASS 20 L-748 I SILT. TRACK INSERT 6063 76 - 21 L-741 P/ VENT VENT LATCH 6063-T6 AT 8' FRtII1 ENDt 28 L«7=3 R VENT LATCH SPRING r1 iC1 rTYPICAL A XQ, 1<d�U� 1)X OPPOSITE -7a e ' 1ST OR 2BY HOOD BUCK �( r - E ,• I I FRAME TOP -CORNER _ ROLL F RBA ALUM , •rnolpn7TOLd CORNERS 059 ANN, GLASS , !0 Iro[BEDOkIGECOIAPOUNO _ ra) .. I r -A_ T Z NG JAMB STILL: j FRAME BOTTOM CQRNER , 1 It 10 5.M.8, L1%" MIN, WOOD EHa80 2 x tP.T.1 @ 5-1/2" FROM CORNERS WOOD BUCK 2 It tP.T.) a @ MIDPOINT WOOD BUCK HEADER & SILL SECTION. ALT. FILL SECTION NDTES 1 THIS.WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE R1ILIUIREMI:NT8 OF THE 1994 DADE COUNTY EDtt10N OF THE SOUTH FLORIDA BUILDING CODE l$.P,B,CJ CHAPTER 4. CHAPTER 23. CHAPTER 35. UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING, I a A-112" MAX TYp1 m f 8� D e . /�• o O o, tie j W ELEVATION t6t,1.42"MAX FIN FRAME TYP 1. SINGLEHUNA WINQOW ITYP.1 2. 2 x WOOD DUCKS SMALL N INBTAL160 (NOT -BY LAWSON IND.) AND ANCHORD RL INPARENTHCSI= WOWATCS N0.0r SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE ANCHaRs PRR 1AIW WITH REQUIREMENTS OF 1994 9.P.B.C. - 3 ANCHOR O9*CRID40 IN THIS LAYOUT ARE AS PER TEST UNIT, OTHER CONDITIONS TO BE 9NI31HIORCO SEPARATELY. A ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE In OE 11NatNEERED ON A SITE SPECIFIC BASIS. _~ ,• -- ' . 1 x IP.T.) WOOD 13UCN� APPROVWAS gOMPLYiNt1VAyfl , --.WINDOW N to S.H.L NOT BY LAWSON IN gOLIT FLORIDA BUILDING Coo WIDTH 11S-MIN. WOOD EMBED MUST SUSTAINIMPOSt:IbAY �' 'I,pa' N.T.C. AS SHOWN ON ELEVATION LOADS 154E 5CHEOULE 89LOW FOR BY 3=tN • A, IL" I NUMBER OP ANCHORS) 118"-ANN. • A 6" MAX 17YP ' to 10 S M.S, GLASS CO OLOW!SI N ITYP.! D DIS7 114- MIN. WOOD EMBED CLEAR ADHESIVE 1/4" SHIM • SUIL610000DECOMPLI,1N CE T P. 1 W 4" FROM CORNERS EDDINO COMPOUN • a d c t (� MIpPDINT EMOEp. MA ACC64TANOIiN I- I T 1.12'!" 3 CIJ " 0 TAPCON WOOD BUCK 12 ISE� SCHEDULE' C 1/L"HAX. • BELOW FQR NUMBER SHIMDF A11CM R8) i � °W Il Lo75 � r1 "•6. / /� W a . 14 I 1 BH81:D. CLEAR AQH951VE~ 3/16"-ANN. BEOOING COMPOUND7- td i° ~ i ' Tor � 4 CLASSGLAZING WOOD BUCK a8 " DBpTH IBITC}G .775" tlLA=IND 4 r IS W1N2U.WIqTHW PLAN �V{EW_ 6(16" ANNLALL'30 GLASS 5 F�L••AINGE FRAME � 2 Log '• 3/16" 0 TAPCON 1x CAR 29 WOOD BUCK C " 9 d • FROM CORNERS HEAVy DUTY RAIL 14b " • . e .� 4•' . a• PERFORt ANt3U MMALTY REFERE?NCEr PTL-109012-8-97 b' B a1 I • 1 Ie IP T,1 TEST SIZE/ 53-1/0" X 74-1/A" ELEVATION ITYP. I li1=AW DUTY • a ' • . W BUCK TEST LOAQSt •94.5..94.8 PSP 6" MAX. I FLANGE FRAME tTYp.1 1 11 NttO"T1N0 RAIL 1/4" MAx. D&510N LOADSt +83A. -63,0 PSP SHIM WATER INFILTRATION TESTr 95 PSF SINGLE HUNG WINDOW TPST90 SLASS1 .i;tl16 .AN�NEALf3D 7by., MAX. JAMB SCREW SPACINU+ 15-3/4" b 17-3/4" ' r 20 fl ' .�__._. pjON_1MVM 8118118.zAN ,6B " ';t1 I II Its 1 CLEAR ADHESIVE 3/16'-ANNEALED Q AGG-HD RAIL WINDOW COMPARATIVE . ANALYSIS CHART DESIGN LOAD 01 HeaAtONa � 'oAPAamr • PsP WtOTH POSITIVI: NCOATNE htlElaHt 19,f18 63,7 St0,0 !6•tl! Ea a3.3 ]]!,4 371316?,I Ettb •43.1/8 63a 170.) 11-I/O 661. ae-2/a .....7 :6 'TDEa],.11i(aa'' b], ` v.ib 11 3oc12a6ee.s.n11: S6•tIt SO.5/a 63-3 201.0 37 2e3A 37 • (61 • `eta , • .its;�« 'PATIN 6i.7 . 76.s 1t-110 63.2 P49,1 63 119.3 ' 53-f)! 413 7L2 28-1/2 706A14 ' 61.3 • • ~• 13yA ' 37 Ill ' 911I s7•Ile 6f 6 fit; • I 2,199'• BEDDING COMPOUND ' SILL x NCIOHT 11 .6 7- 11 11 • *4 18 • � ' 4 • �• ENB�O: � • 17 .40 URST. 11 10 S.M.S. TTYY -�SHIMMAX. 114 MIN. WOOD EMBEd 3/t6"t/ TAPCONS Qb a" FROM CORNERS Go r PROM CORNERS 2 x (P.TJ WOOD BUC HEADER & SILL SECTION ons I. T� HIS WINDOW SYSTEM 18 DESIGNED AND TESTED TO COMPLY 1JITH THE ART, HgAQER & SILL SgGTION REQUIREMENTS OF THE 1994 DADE COUNTY,CDITION OF THE SOUTH- FLORIDA 13UILDINO CODE (S.F.B,C,) CHAPTER 4, CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CCNOITIONS SHOWN ON THIS DRAWING 2. 1x DR 2 x WOOD BUCKS SHALL BE•INSTALLGD INOT BY LAWSON IND.1 AND ANCHORED 90 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REOUIREMCHTS OF 1994 ".D.C. 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS TO 06 ENGINEERED SEPARATELY. 4, ANCHOR CONDITJONS NOT DESCRIBED IN THIS DRAWING ARE TO Of ENGINEERED 4,1111.114 PARENINSSIS INDICA1118 NO. OF ON A SITE SPECIFIC BASIS. ANCHORS PCR JAMB , 3118•ANNEALEO GLASS -NO RAIL WINDOW QOMPARATIV6 ANALYSIS CHART !, FEIGN LOAD CAPACITY- POP WINDOW DIMHN"'No wowOCRBWB OUSUCK TAPGDNSIIuWogDBUCIQ TAPCON1i(IXWOODBUCIQ WIDTH HUOR OTT. OF rosIT1VE HEOA7IVC OTY• OF POSIVIve NEOATIVR CITRY, POSITIVE NiGATtYE t" M 19�1�6, 63a �Ea1 Lst.7 1+4 tr 63.3 2LOA as-112 63.3 10.1 t3) 63.3 ........ ....... 171a . ...... "«. 121 «112.0 61.1 12Lb s)+T/0 6�.7 •7t.b S6,L' N,3 $6.6 1r•1►a bat+ abv.2 u],o 63.) 221.1 16.112 6]w3 119.0 ,6]a 61,] ` 117,7 �7 •67.e ` tY0,9 • lil a7.3 ` •at.7 111 6iJ 7f0.0 53.118 ai.3 • li�,i ' aa,] ei:,' 61.1 iii tyT/a as,t 1Y/.9 67 J T22A 26-1/1 63.s $36.3 63.3 89,2 a].3 lib 9 • a7 3 97,E . -:,a-? .......... 61..] .....9 "b7.- 191 63.3 . . BAR s]•1/a 113.3 64A - $3.3 62,3 It -Ile a]a 16c,t aa.] �3a,1 a2Y ttna 1S�T/3 a?�2 147.9 tin6].1 16.0 lel b3! 1]tA ` 371 /b t61 `6?.] ` ` 1011.9 61.3 6i.3 63.3 92A s]•Iro $3.3 13.e 524 1.e.3 03.3 6U tt;o lie. 67.1 2rts 1 43.3.. ......... :...... 63.2 . . e Me13t.6 , ib V7 a7 t71 $2.2 . 10A Cll 6!J too,) M1 6?.3 12to e?.3 roc 7 6311 "iei " 71,9 e713 97.6 87•//e 6].] 60.7 50,1 $3.3 61114 Tv.11e 0.3 164.3 43.3 �63.7 lte,a 61.3 ISLI 26./12 6)3 t70.1 - Of •` i5,1 I91 $2.) 109.9 3T 7t.t/4 i11 a� eae 633 41.0 633 7a6 as-Us I "A Slool T Iis, I 4t,.6 7030 N.We 371h CT. AvINStr O'N(305) 996w8960 INID lSTRf .WC LUNUFACTUREA* 0r MRilM Ac hS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4' smaller on each side and 1/4' smaller on the header than standard Therma-Tru rough opening dimensions, Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8' drill bit, Predrilling Increases structural performance, Use only 2-1/2' wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck, Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rou h opening buck, Consult the architect or engineer of record concerning Yastening the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x P.T, BUCK STRIP CONT, AT OPENING SIDES AND HEADER, xx 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 DOOR FRAME 1 x P,T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' NBEDMENT INTO THE MASONRY JAMBS, 6' 6 SPA( EVEI W H 6' 6' SINGLE DOOR 6 i i r r Sri I I I I I I I I I I I6r r � r SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES Gr�r r r r ' III III II I It l I II I I If I11 III • i E E r r s DOUBLE DOOR W/ SIDELITES AoCREATED 11/11/02 120 MPH 3 SEC. GUST ' 6 PACE VENL It E DOUBLE DOOR SPACE EVENLY IF n •r§QpILA E� 0 ES-7 �M "PRODUCT SPECIFIC CONDt7LOiVS" S1Nfi �I1UN OW« ROO j W TES 1 . 1 AE SCRIP7IQ]V O P U T: f EtQp G w'NOgW MDT U �ltp{{A ICE U MAY 17".7. r A U p�p�pA G.rfft ' LT tJMt YYPt. tl 1 ILakO[ FRAME ALUHiHW4 SlH4tE HUHO wg1DOW A � OAELDONFl4• E/00 ItfT t31'C • SI t//' ■ it t!t" • fIAHGC II DYER N TLSTLOADS•.ft.S.-NSPfPII.ORhWO.V=I rASED ON iE1r1091 Ttf f12trSL1lt.2Itfig. -FIN IIDVER4 , Lt3 FINFRANC AtUMtNUHSMOLCRUNG WINDOW ")"allLOAOp list IOAOq.d S,--R3Pt/1JrWO.000N.) • f.0, asA Par 1J J1J1DC1 flit ATr6N. SCARS11H•,S00 ULANOC OR Fill FRAMC) gttlttRORSNNtaAgE itflK00�ASSP+%N•aNNrAlttl/ B yATCAp LASSaILISAt4N 7c5tr9fvff HLf. PSPACIL31 i.) OVE ALL t1TE11 ILAnGe$r itsito UNtif) MAIL JAHO 1CALLI SPACM • 44/4'i 11.71L- JAI$$ t NA%,MHOLC SPAt1NOr13•]litnu nANOC, 53 tld"vide t 7t 1/i"Ngn • 1 I/a'dotl) tAt1S ORAVAilOMOT- 11.*OPTi ,V tRtAwaoIPDT.i sr. aD1.77 fUh, SL 31a'vldt a 1S 1/1'high■ t7/(alto ff Site • S7 VIA• P 7a 1/4• • ItANOC II OVER 1)ti /%Itor �/'a12trSttJ.0 CONf10URAT1011# O/X ! yrMrtILARa(fTTLSTCOurnlll ItSTL0A0f..07,5.•Lr,SPLPItt00.7•W0.OUtnt c61aNtWOf..l,9A.•R7.ePSP w SYi' -6t••►gNIlNVtOLuAetlra __-„LrMutzdJ,t.•aiAPSPt7•Ha0utK3T.7 P pj'• sPLS.1 KQ FLAll4t, S0 3I1r utla a 36 7/l,• Mph TCa1LD OLAfi • +/M'. ANII[ALEO MAX,JAMB SCREW SPACPNS - if-1Jt• t I1.3/l,- 0 flto S • •afa. lm St e� "AV. JAHO tt11TW SPAl2Nb ■ 13• L It.T/t• "AV. JAMS ua IRh SO 311- vt4e a 36 2/l,` Agin 2 �A1EfilALCHgjIAC,T 15TICS: �, tHIMNO t.nafl.a of T) tnvonAwB,GP1r•ItT.Tlttn LI tRAME ANO YINTMAT131fALttlVHdnk1 ALLOY 6063•TS t Tb Lett tOttlNe eateneteA IEpaL test s/u r S118 j, e 6 ILANOf HOVER R ELEVATION 2r OtSZ'�Br ELEVATION IfORJPW0.GMI tltt``ppAt0t' •1T.0.•i .15 OLTt AOS • •L!!' . ►RIRWAtBILWW00W 7.L1 OLA1tNG HATEMALL• 3116' AIMIALED GLASS [LAO.114.1100• lltt.It 16921 fIARMFrLKW S.H,19t10OW tcfitODusf •JLTea�'�dtEO to O 030 ANIJEALEO GLASS ILAO. Me. tae7, 1414; L 159111 MtX. JAMB rtRAW IVACINO • is• L I7' 7.7.2 GLASIIIOHCTMOWCXTCRtOROtA2000SlttOACLCARCOLOOCOADligSIVL MCF.DMWWOr01-tN•O0FIL- -•.+111CONE" OCOOHNO COtLP0UR0I0.C.i1011 AND ALUMINUM ROLLED GLAZING OCAD. TEST L12t a 37'L-1 g 14 Vt•-lLANO495 I II OVER V 1713 DAYLIONiOPENING S11Et ILARGEkTTESTEDUNITS) 115TLOAOSs.11 T7.0PSI WOR1■WO. BUCILI LJ PSI ' FIXED tiolirI LA 71P vide It 33 7/l,- Woh NLANGC OR fillFRAHCI Ot91df1 LDAOf • •¢¢t.J, • "LIMO GLASS r OPERAOLt VENT. 40 TW aide to 33 314- W h IFLANDC On flee fnAHCI R 8FACINL. t?- HALL IAMB 1tL1Ew aPACMO i q•3/i• L 0•7/t- 2,1 camimfLTIONI ALL ALUMINUM SSCTMOS 10.061• tiP. Valle. GUTT JOINT, FRAMC (Oss"EAS Pict; ORAWWO Mgr-411.aOYlr rI Ner[L ,fg1Mf ARE SICURCO WITH TWO a0 a )/L-SHtCT METAL SCREWS. L Nf.L•1t00 T[RRB OAANPfOS ON l4C M1tMl.AWSONW0. a'ttENrle"1yeK 4JVD Atlnvt ,thi►e+te"n 2.).1 PtAN6t NtAO, SOLID 6061-rS 0.7L9- will, fact, a OAII' kit. fait • 1.61S• deep Iowa. NL•71Dil ANO KNLLEVKM L ASSOGATICS. tie, 7, Atl, TtiANGwA1 PLREOR11tf AT PCRt6T11AT9011 I41111100 ►11MCAOt SOLID 6063.TS 4-7t1• awl. fete, a OAty` Inl. late t tgl$' dttp IOWO. uL-15171 LABONATORY IPTUM MAKFL 2.7.2 FLAM JAMBS) SOLID - 6061•TS LI00- etc. I+se, a t.t2S" lAt. last • t.ftS- deep IDwG. NL-750L1 l let, I 1 e ■ I IIS` Int. fate IttA75' deep iOWIL RL-Ts711 N fAH6.1 SoLto ....rs t et . at . I.).) FLANOC ant, SOLID 606346 CA11" colt. Wit. a 7.199` IA4 fait it 1117S- Viet (OW(. 111•7011 'FIN SILL• FOLIO 9063-TS o.107` list. fact+. t 1.294` IAt. felt 9ISMS' dteP MWO. IIL-73301 1.3.1. HiLTR10 RAfL STOAIpttOW OOL7.Y1 tell,- gal. late. a LS7t-L11. (ate 10.101f• dttp 101/0, IVL•15031 2JA MELIWG RAIL MDl HOLLOW 6061•Ta f.09l,' ga►, /ate. ti Lfti-te►.fact ■ 0�00' deep IDwa RL•75001 IA vtHJ rON81! j�flON, ALL ALUroMJH StCTIOHI (0.062' IrW Wasik OUTT J01NT- lop ANO 50110" VENT CORNERS ARE SECURED Willi TWO 00 N 1Jt- SHEET METAL SCREWS. f-tr«,la"Yyer. At- Ails, maiallwasu. 2A.1 }OPRAk STD+ HOLLOW 6963.16 1.400" tat, face, a tt 1• int• fast a 07tr dt., SONG. 1IL-15051 TOP RAIL HW HOLLOW 6063.1E Wo" t■1. fait;S, SAW Lit. fite ■ 0.710" 4001111114. +1L-7S09) 2.c.1 LOTION (tAIL/ HOLLOW 6063-71 logo" eat, face.,# tsa0• laf. latt L 0.11r deav IDWG. OIL-Ilo6) 1.0 )AHO RAIL, E0110 6081-T6 0.322- est. late. a 1.400" In1. last a 0.711" deep (OWd. dL.IS071 IS UtA1UWA1 1TR?_01Wj OY,"tlrn J2f1r.Jn 1a..- 13tJUltlO 2.5.1 Single Rat; 0.1001 aid• r .176• high VINYL DULO Al Vilti BOTIOft RAIL 2.1.2 Single now 0,141• vide a .350•Mgh Pitt With 111YCGRAL PLASTIC Pill At FRAMC SILL 2.S.3 SlApif Rov O.N7- vide g.110-high PKE wiIMINTEORAL PLASTIC gill AT EAER VENT JAIiO R41L 2.S.a Single Rov O.UI' Vipt a 316" high PAC WITH MCCGRAL PLASTIC Flat At PIED MttTWO RAIL 2.6j+AN WApf• !lRlallLLt hetrNArtn•+ J.DtlJ1Fl11 t.ki TWO SPAIN L PULLCY BALANCE - !W C■OF. I AT EACH PRAMC JAMS - "ll TWO SPAING LOAO90 AtUMUNH ItODX LOCK 2 AT iA. CHO Olt OOTTOM RAIL ONC faAtNO LOADCO AtUNWUA NOOK Lock 1 AT tCNICtI OF ODTTOM RAIL 2.4.3 FOUR PLASTIC VCNT DITtition FACE WOE - H&H Pi111011S 2 Pill VC111 JAMS RAIL tA.J. IWO I Stitt, TAKC-OUT OALANCC CLIO - JW COma t AT EACH FRAME JAMS 2.65 SWO 'OAtAHCt GUIDE IL CAM - HEM lot w1fill I AT CAC" END Of VENT TOP RAIL 7 6A TWO PVC -U• SHAPE VCNT STOP-'WIOORO' Vinfl Ca I AT TOP Of EACH FRAME JAMB 2.7 Wr PMOt C91 ` oug"IILW .Dttrelel,aN •L0111lS.T 2.14 two 1• WetP NOTCH OIK AT CACTI 1140 Of SILL SCAttN RETAINER AT 2.7.7 Two 1-atie wt6PMOLCM)CAMCGIATC%ILLetANGt.IIII" CJ..PnoMCA END I.o jlggint11 Rant USED AT TEST•' •-iONLY FALSE. OCGORATIVE PWIIIWS ARE ALLOWED) trlrntle" 7yen At♦oyAlhn 7A.1 tX1ERh7RMu"TIPAHOLLOW 6063-tS 0l,ia-Ulde0Ll2S^high■.oiS'12wvall toWO.rL-1S111 1 #4 tHICR10R NUNfult SOLID 1013•TS LIIS• Nqh a .012' ITP. Usti ;DWG NL•15131 2.0 ApNIORC(HGITI 110NC ' ' • 2.10 FADS, . NONE 2.11 SCitAtITS, • FRAME CORNERS, FAAHt Sett SNSTAILATION SCREWS AIND i1XC0 "MINI! • RAIL AT ENDS WtAE SCALED Will, COLDAto SEALANT, -PURVK SUPCR SEAL- -THIKALOESCAIPR N• LAWSOII I"GUSTRN;S I0911119KAT10N tA0Ct tN FnAMC KtAO.' •INDEX W"Es iltse vonsoN PAGE No. 1/1VCLASSItLANOLFRAMC/MOAAIL 2 tlt6• EIASSIF1NfRAHLNM AAri a 3/9a-OLASSMAN6tt0AMt/STDAAIL t DSO atAi111LAN6t FRAMCISIDAA,L f am aLASSOLANOt FIL MEJSTO RAIL 6 Ofp6tAfS/FRIFRAMt/IfDRAN, 1 R 10 SJLS. NO7 6YfTAfN IAWS N )lad r..«�N•T.-...t� .. 4 Mao WODp tM0E0 MUST fpto AS SHOWN ON BLCVAnU LORD$ 1399 SCHEOOL9 QILOW 1'OR a I ,• NUNDIR OF AHC+H+aapf} 11S%ANN, A t" MAX IrYpJ 0 1O SJta, GLASS 1 I ITYP.I 13• Mal. Waco Disco CLEAR ADHESIVE I/L" svm ' rsl A" FROM GOANERf gooluc CompOVN MA ip MIip01NT + Q 1lo IP T.1 WOOD PUCK 13 SLCSCNppEDUIE,: 1/ 911tr11 • 0. AfICN4RS1UHBEf1 / A �� p 3• IS is Mac tLkARAONtsind 13 •a r U.. ,A BkD01NO COMPOUN02 tt Its T.1 a woBDDUCK 3T5r OLA2 (� t1tP7H (OITEE O PLAN VIEW 6C.AIVDkFFNsIAt �o rCCAse ,. 1.i3 • . 4 • p R" 0 TAFCOHNkRf 7 C1 p UOK ° •RSPDRDNCIt PTL-if90 /2-8-97 �ZYp.1 • • I N IP.1.1 7227 312Ea 53-1/8" X 7A-1/4" ELEVATION HDAVP13t1TY • a • A' DUCK TEST LDADST •945. r4 3 PSP MIRING PAL FLANGE FRAME 1/4" HAIL. DESIGN LOADS) 63.0, -03.0 PSP SINGLES HUNG WINDOW !I gHIH WATER INFILTRATION TICST, 93 PSF TFSTDD GL"SI 1­1- ,7J MAX%V`tAMO SCRIW SPAG» ti-!/l." L 17-3/4" 1 AY'ILrtAaDAf1T Ot3i0M..TAIJT i 1". SILL 2d1711RHAx. N 10 SJ•Le. LIP ra PRO" CORNEAS E B 3/16's TAPCON4 QO 6- MM CORNERS Z R (P.T4 WOOD out HEADER & 811-L.9E9TION . NOi�sl • t r ReautlI WINDOW SYSTEM ONTTHE 904 OO EOCOUNTY EDITION 011449 SOUTH TH0 FLORIDA OUtLDiNO CGOE- Jf,P,O,C.) CHAPTER 4. CHAPT8R 21 CHAPTER 3E. UNOCR THE SPECIFIC C13 Of�1OHS SHOWN ON iNIS ONAWBN1 DI lit OR 20 THAT THE UIILDING Rr�ASTS YiK SUPR111M1•I0BBD1 OAD8 IN ACCORDANCE, ITH REQUGlEHCNTS OF 1991-1 1.11t. ANCHOR DESCiH60IN THIS LAYOUT ARE AS PER TEST U1111, OTHER . CONOITIONB TO Be 1111101114901110 SEPARATELY. AFIL Is C0r101T10et5 NOT OCSCRWCO IN TINS ORAWEId ARE TO OC CNDWE81tdO Min PARWHIIIE tNOICAT" tf0.Dt - -- -• --- - ON A E11C SPECIFIC BASIS. Ammou1KRJAMB nDA • ►Al7.e Arao. Discrortt01f ntu"Im t l•7f01 1 /LANGE1gAHC HEAD 3 L-1103 I OLANOFFNAMLmt 3 1130E 2 nANOtPAHEJAM 4 1109 / fMIgAMtNCAD 1 t•tft! 1 fin FRANCSRL i tlftt 7 fOafRAMtMIit T t•rio1 I TAAHCFREDRAR-STD, 6 t �56: 1 VC11T top RAIL. SM 1 t•If04 1 AHCTAttORA4-fUL 10oL-1101 1 YtHfloPAAL..tm fl L-TSO6 1 VEWDOITOMRAL n L-ri07 I. VLNiJAHBRAtL O L•w S At*% 6LA7rtIG aU 11/6.1 kVLL FORM 4tU 0MR1 It 01N AfOlO'D. rAAj0iGftA01)!t6-I NOLLFM?li!! O FS•006' A6310 iaAMEAtfIt10lYfOKWS at■3/t-PJLPI,RtIPi It F1•019 ASRCG I11STALL4MRSCNCH4 IIOarPNM1tIPL 13 fS.elt A1119MI 111TALLATION9cattef NIOgt1/l•ItftLtJPS It L•iSri ASAIWOL BGttOMPA%VHTtNrt'P I/l,`01AOtA/ 1t ►IIf.603 A7atwa luICALWCATIRa-51 .t17•a7ro•f1f10.N/Nt) N PWf.00f A AtGSA fetSLAt WtATHLO•S1RfP .112'aaf0'l111t.f001•N. 21 PNR-Ot1 AsRCCI'Ot IfLAIWCATN7A•fII� ,tiT'a,1t0'11p0.61/1•1) 21 t1 tt fRteD. tXttfiORfAtSCtdg1TW 33 L-7SU At RCO MitRme rALSL MUNTW It t-TSIL At gMTA SASH FAIL rllpli I7 a VCNT LAM nAil 1S All, t SAfHTOPOUSKICAM 1/ t 1526 1 fAfNfloP IT t 614tgbtAtaLL OAlAi1tC 1{ L•1112 Asslov ' VEI AICII 29 t.lS73 AS$1 VMLA11HSPGINO ' II DhChl-i it AUCMARTOf 71 32 fttem-1 t•lfb t SCRtutt"ART PROOOII LAO9I 1/ IP.T.i W000 OUCH'p;H ... _ is 10 S,M S. star DY LAWSON IND- iIS- MN,1•l000 EMBED MUST SUSTAIN IMP-05M ' N T'E� - AS SHOWN ON ELEVATION LOADS 3-!/4' a l,r 1 ISEE SCHEDULE BELOW Pon 1/6--ANN, , A 4- MA ITYP.I NUMBER OF ANCHORSi GLASS ITYP,I FbTE 01f I it 10 SJ1 S. • r + TYP. 1)$- tilts. WOOD (HOED CNOR O CCII OU i AX SHIM •' 1 IIP 4- PROM COANER9 OE901tfO LOHPOUN MA • • -a • A: QOtoogol"T 1'TIYrrIL ' Q L YA •, ; P J 7a 1P.T.1 1/t6' 0 TAPCO14 RA WOOD GVCK !? 3 27 (SBA SCHEDULE 89LOW y�C ANCHORS) WOOD MAX. • FOR NUMCf tR OP ( sHIH 1 r O1A V 1 • r . CLEAR AOMESIVE 2 alp T.1 1 4 _ / • .ETf' T,j y ]!16`-AtlN. OEODNJGCOMP OUN0 WOOD OUCK t.600' 37f"OLA>WG - lU1 ,/// mti GLASS DEPTHIBITel `J a • !'! 31S` GLAZING H W W PT is PLAN VIEW 31B"ANNEALEOGLASS � • oil >• pp�� 1�- a d 3ltb" a TAPCDN gix� DNRpqFWODD SUCK C • • a to �« gaoM CapNeas TEST UNtT HAIL L1 �w i6 ()P1 t69`• It - t. P acnRMA alUMMABY B •• ° • a r ! 0lOD8UCK REPERENCEI FTL-1092 12-0-97 it -TEST 51ZEt 63.7/8" X 71-1/4" (TYP-I V` 2t I CHitf X. TES7 LOADS, .67.$, -67.5 PSP ELEVATION 6"MAx. / STANDARD DESIGN LOADS) -1,5.0, -45,0 PSP FIANGE FRAME ITYPJ { 'I MEETING RAIL TEST90 CLASS# .3Gt4:::�ERI= SINGLE HUNG WiNDOW _ 7i1- _ MAX. IAMB SCREW SPACiNGr1S•!14" b;" AOMESIVC G COMPOUND -" • . " • Ps•• 3/16-4TAPCO#If • trll 6' FROM CORNERS-,Xfit"M ":/ tfL"MAX. t.7/e- MIN. ElLt10[D. EOO,EtPD10T, 3/16-0 TAPCOTTIIS i a IP.T.1 w000 OUCH a • iY.` 0 •• / . Q16- PROM COANELIS a•. .° HEADER & SILU SECTION. ' NQTi t aG WWODW SYSTtM 15 OCSIGNtO ANO TESTED TO COMPLY WI7H INK ST. 1. 7NIA REG tREMENT3 OP THE 199E DADE COUNTY EDITION OF TNC SOUTH F11,,OIIroA BVILOING CODE IS.F.B.CI CHAPTER 4. CHAPTER i3. CHAPTER 35, ALT. HEADER &SILL SECT ON uNOtR.TME SPECIFIC CONDITIONS SHOWN Oil THIS ORAWINO. WI AND THAT THE OUTLD G RESISTS THE SOPen1MP0 OOCOADS IN So N ANEIIORED ACCOROAReC WITH ACOVIREMENTS OF 199E S,P,O.C, 3. ANCHOR OCECAIOCO Nt•TNS LAYOUT ARC AS Pen tes-r uMT. OTHW CONDITIONS TO BE ENGVIEEREO SEPARATELY. ANCHOR CONDITIONS NO DESCRIBED W THIS OnAWING'ARt TO 8C tNDtNECREO Na W nAgENiKtSts lRe"CATIS N0 0+ a, ON A SITE SPECIFIC BASIS. CAP JAMS NON -IMPACT RESISTANT WIN00 W Ip7 N.T.E. - alls•AHNEAJ,BIOLADB•HDRAiL ' WINDOW OOMPARAwe ANALYSIS ONAICP a MW L0AO C3APA=W:PSF Dp�Nf wOODfCRETCB WOOD CITY• 01 NEOATIVIC q u1sa 8 w000o 1X4YOOODU014 WaTA t Mont 0 1 Passilme IKOATIYC CI POta11YE XEOAtaVA t lY 623 22f.7 .a1.3 - ..»rlw.. •�12«S tti.t •.•« $3.7 . ttOA • 1!►a tOta fit 13.1 I13a 'lit.# ' 26 fit .•• - 1t41 �f1t «. 1i,a 17a ' t:t-1/R Aii ' Tel I!bo 6ia as to-oll 111 ttr� a3J �1«L.O.• 17J . «.7�:� 166 in �l 3f.7J! {ft iiLi tt%wa.': 11! • Ei a 1],t /tL0 b1.1%i q3 -CRT �7a iia'" it2 AM, 633 VISA af.! • ;1w11 1/'t/2 iLt • "•If41 'Oia• 4f1 ii.3 "i)a • •• ifs 01 11f•" 1Ti� «-ill• gafn Ill iii " ' N.� " S?.t" ti:t ' 'i7•+1a" bIa "' ' • i01 ' + L13 i1.1 Will ALi • 'na"'- 20A+1 " 61/ 17i. i.3td tilt 17a flFA itwa ' ig 16 Itl 'p f • • tali ifi i«' Hi i2 9 ' N.a w-a7a- 423 •ittA• I7.t •St•1!t Na « ,At i• iL1 AI IV -vs. 17a 212A /sa nt o •tall a1a . qb O H•1!7 171 t�i�l,«• All • i73•• (91 f3.f1. 033 t1tA Pala ai ' N ' t77 " 03« ILI iLI, f3./16 43 i1.7 It r 10.1 . IL1 at., 11•T/a 63.2 • 141116311 bola tpA • " as IIL7 'aa•U2 67a Ifni ITI 13a ifs HI fill IONS 1fd" 7T Tl•UL lJl q3 l�,f'• at9 a�0 . a13 117-1n It 51 Sig• ii'1 Rif! R toll S H9. wODo BUCK NOT DY LAWSON IND. •1 ' • Oil- MIN, WOOD [HEED SHOWN ON tLtvATMN Mc 9CHDOVLE BELOW i OAI SUSTAIN IMPOSED LOGOS • • a E TYp• N 0 S,M S. •tY■�•MN. wa00 9110E0 L-PAOMi0111WAS POR NUMBER Oft ANCHORS) 1/6--ATkI. GLASS . • !. • r01 ti.opotNY CLEAR ACOHPO8 SNaI • • a •s A I" GOHFOU MAX MAX,— DSc-3mm-ANNEALED GLASS QUICK ?•_ •• FLMG9 FRAME i/r' a% L I d 7 • tt9L 8[H! VLBELOW 13X OR 2X WOOD BUCK fHiH • PDR NUHQIR DP ANCHORS) STANDARD RAIL ' ` TEST UNIT •907' to s 10 837�' PERFORMANOE SUMMARY a • 13 1 r.4' REPERENCEr PTL-189812.11,97 ••--CLEAR ADHESIVE eH W. TEST SiZE, 37" X 74-1/4 OEODiNO COMPOUND • TEST LOA08t 477.0. -77.0 PSP Z q iP.Y,)13 1: (P.T.) DESIGN LOAOSI •SL1; .51.3 PSP WOOD am Loos, .375" GLAZING n " W000 BULK WATER GLASRATION TESTS ' 9.5 P5P DEPTH iSITE) v a MASTED OLA5St INFALED ' MAY. JAMB SCREW SPIKCINtli 11 114, s t9•aI4• ° • d - �19-IMPACT fps-IffANT • • 31/t• o TApCON ' • • • QD fr 10014 COnHus MN VIEW mot, Lt] •" ° • 1 X ap • uUCK 1v101'N • SIG" MAx, , STANOARD 811fH 0�•SfYR•ANNAAtCO0llt88-SiDOft 4- MAXITW MEe7IHO RAIL •74g" VIIN00W COMRARA7IVII 1 ! ITYPA I r toono tPCOND 11tYDooe TAPopNangwOOaDulIO L+ FILL C 1E to 19•�a .W�3,7 It, Y. D CITY a 2 Ht101{T PamlvC NEOATtVc W Positive NtOAT)Vt '� ;i«• 7h7/f Hi � «» • "~n' at of 1 rl,t a elww- :wow .6 T" f1 - ila1-11 l7 ' teen' 177�7 " r -1%1 + 01 SEA f2A n1.11" 06d A « i d, •. •A f0 SJ1.S 3iM ' N•1/a III -. A ST. q H1 • ala >:trt • . , n 1pA" ROMOHD'8I18 !K" , "ii•f/� «,. ,. Ise •'iia ••" �ft.7 ETl S).)-• ' 1M.t " • 6 • • • 't�• c"at0. 11•!n N w.w. rl iia "'I ta" ' 2 q tP.T.t 1.7I8• MUL 8MOE0. WOOD DUCK ?»n to lit �+.i ^ fw uaMw 111E u.i r7ul ED�t - - eTa u III pl "iia „ "'"it.t - 1hiIR SL3 to "At ii ILL 3/16' o TAPCONS '!6•trT iii • 1iL I' 416"FROMCORN[gS /•ART. HEADSA &PIL,L SECTION � 63 to wii iii /7a nl,.I as 1111.111 1 iHg4AA & SILgifts L 1�CTION i fi' at N{1' It -me qa Iola •" eia ' au' ' t, TMS W1NpOW SYST M !f OCSlONBO AND TESTED TD COMPLY TN THE •SLI « i%T R WW11 f1•U� 'fit I1l1 iu "ai 7 RDOUIRCM8NT5 OR THE 1994 DADA COUNTY EDI'JION Op THD SDIJTN Si 74•i14 If1 ,iul • fu a]a uro .ixa ""n10 FLORIDA BUILDING CODE ISAt.e,C1 CHAPTER t CHAPTER I$ CHAPTER 3S. tlHDIR INC SPECIFIC CONDITIONS SHOWN ON fNat ORAW1Nd. ! •ua 171 O.t Ewa 191 e6a 2. 'S it OR 2 X WON OUCKS SHALL D1 INSTALLED JUDY BY LAWSON RND.1 N0.1N PARIH1NTfq IN01iATt1tt0, of 63.3 its 63a AND ANCHOIttO SO TMRAT,101 BUILDING ASSISTS TIM SUPDRMP111180 LOADS AWNogs►tA AND aw.e s9.e a9Ji " " iia " IN ACCOAOANCC WITH REOUMCtfENTS OP 199E S.P.O.C, .. 117 tun 13a /3,17 1. ANCHOR GESCM090IN TNfB LAYOUT AR$ AS PER TEST UNIT, OTHER CONDITIONS TO at DNGNNEERED SEPARATELY 11J e1.1 1tl , l,• ANCHOR CONDITIONS NOT OBSCMUC01N fN8 DRAWING ARC TO OE ENOINt8Rt0 -. .. IT '6)j' 'olio all ILA Off A SITC SPECIFIC OASIS. •"" A 10 5.113. 111111" MUL WOOD EHm1 F S tit -PROM CORNE 2 q IP.T.1 WOoO OUCK d. ¢I MIDPOINT NOT BY LAWSON CND, E I MUST SUSTAINtMPOSL'D tl rZ a IP.TJ LOAD$'- "--I I A 1 6-1/2" MAx. IYP.1 4" (TYP.) 1.875 a1 14 to " 2. 1J J NN / �j DLpTff 81i10 INp 1 T to PLAN VlEV Is. OS M 1. THIS WINDOW SYSTEM IS OESIONEO AND TESTED TO COMPLY WITH THE " SOUTH u . AEOUIREMENTS OF THE 1994 BADE COUNTY EDITION Of THE 23 CHAPTER 39. CODE iSHOWNEON C -tw THISAPTER UNDER THE SPECIFIC P C CQND2TION5O OAAWINII p 2. 2 X WOOD BUCKS SHALL BE INSTALLED (NOT BY LAWSON IND.1 AND ANCHORED • uu SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE °t WITH REQUIREMENTS OF 1991 S.P.B.C. 4 3. ANCHOR DE9CRIOEO IN THiS LAYOUT ARE AS PER TEST UNIT. ETHER ELEVATION L•;/L" CONDITIONS TO BE ENOINCEA80 SEPARATELY. 4 ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO DE ENWNCERED_ FIN FRAME b-112" MAX. ON A SITE SPECIFIC BASIS.. SINGLE RUNS WINDOW. ITYP,1 O 10 S-M.S. 111" HIN. WOOD EMBED 9.1/211 FROM CORNERS 0 HIDPORJT I.2 it tP.T.I WOOD DUCK ALT. SiLL. SECTION pJ f2M - • L-• $1.1 Sul: FA"AMtON `" br'NAx. - • ~' •"_ FLANGE FRAME SINGLE HUNG WINObW iTYP.I d2a . „16.e r -•ai'«.«... aft • 1388-3mm»ANNEALED GLASS ' FIN FRAME 2X WOOD BUCK STANDARD RAIL TEST UNIT PERFORMANCE SUMMARY REPERENCEI P7L-189412.11-97 TEST SIZES 54-1/4^ }X 64" TEST LOADSt •62.00. •62.00 PSP CRS1111CLOADSt •41.3d, -41.33 PSP WAITER INPH-T'RATH7N TUSTt 9.4 PSP TESTED OLASSi 251- � NNA" MAX. JAMB SCREW 3020 RI dr 14-7I0" D8841Ot11•AtSiIM OI A88-BYQRK WINDOW OOMPARATIVS ANALYSIS CHART pEs'$IXiN tAAT] OW IOUS OAPAO"-PSF wI1TN IILiIRTT ADilnve NCtlATIVt t 1 63,3 311.3 !: pl eia"' U71. »..". 63.1 23La 26.314 zi lot ii.Ve 613 • 1tLR - ••"1�3.ti 71.1I2 f0-r/1 . AL1" 1!f , ,••A11t' f1-t/t « 44.E •"- 11944 61a If7.9 - �b;�n sb 673" 37. tat i2a M. 3+Irp «.,. � sa.0 �6A 11.11� all t3f.9 rt.9 "..... a60.0 ' • 40.E f1-t/8 '40J1 t6a "Ass . �a•t/t 7a+i/A sa-t/r ! 1•ARU'1tIlaale mw�w+Lar "«• a•• IOR$ ACit 11to Not TtSTco NVS M,S• MIN. WOOD EMBED QO 1/2" PROM CORNERS g09 bi MIOROR1t MAX. „`" it 244'! .55 1 1 wm DUCK 13 1 4 CLEAR 4OHES{VE 3/16"-ANN. BEODlNQ COHPOONO CLAS 08PTH375-OLAXIHt(a 1BI7Bt . T---n 2 X tP.Y I WOOD DUCA HOT BY LAWSON INO, ' MUST SUSTAIN iMPbSCO LOADS 3/16" ANNEALED GLASS . H M MA FIN FRAME CLEAR ADN961VC BtoutNO COMPOUND 2X WOOD BUCK i/►11 Mm r• ar•r:u� aP�r PLAN VIEW 1 HEAVY DUTY RAIL 1** MIN. WOOD thato TEST UNiT 2T FORAltcCHORSPa ING PERFORMANCE SUMMARY (TYP.1 RBPEADHCEt PYL-t80112=tt-47 TEST SIZE# 84-1/8" X 75.1/2" TEST LOA05i •94.S, -94.6 PSP DDStGH LOAD$! •63.0. •63.0 PSP WATER INFILTRATION TDSTI 9.5 PSP TESTED GLASS) MAX. JAMB SCREW S A inOt 15-3I4" S O • 0 "IMPAC ngplIMANT D �t 1.43 ' -OIIOt`'FE. � 9/1S`-IWNEALE�fiU198•HaRAIL ? •9/ 6• TYp. I xt 1 HEAVY DUTY 6•iH`MAx. ))•3//t- WINDOWC0OpMPARAAV& ME6TIN0 RAIL ANALY03 CHAITr )TYP.) NLOAD • RY • PeP 1 ll 1 MIDTN tK0At1Ya F0.2 tt • 18 28 11 nua taa lf.�lt 3as' / `/ D t • SILL ittxUlT aia 130.E / /`'� p if.Ui 921..1 • B 1/41MAx- q tp p.tt.S. ".Ali • i3-3 p p"• SHIM 1r2" " 1%,MIN• WODO EMOBp 2A..I%3 71-31a 1• (tl r' 62a" ' �. -- �- r ¢19-i/2" FROM CORNERS # 31 i3.9i • ' d ag "loPOWr ij-Ki is's b0.t Uitlt3la• i ' Ir ;u6 -13a w 11LI 7t-44 SO-Z/a " 47,7"" • " IOLO / . • J// 8 S^• 3I ISi Mile aIa flu jpy �» tt .u1 a1f 7n.L � , M iO S itS, •1S} MW. WD00 CHBEO 2 a IP.T.1 g " al-lis to 01 3 " • li{A ]Y iia - �13 • • pis 'S2,?If' C 1' J~ IR S-1/Z-PAON CORNEAS WOOD DUCK i 02 MIOPMNT Ls • as fp.Ti • 13a - TI.i " HEADER & SILL. SECTION WOOD DUCK it -up 617 a1911 71-+tf 13iFt-a ALT--. SILL SECTION " "1 " 6; iroa ELEVATION ` IT3'P j ----------. ----.,.._ 632 ' its'" FIN FRAM@ t THIS WNOaw SYSTEM is 09514HO AND TESTED TO COMPLY WITH THE n�+«a i7a ror.e ' •" SINGLE HUNG WINDOW 6.1/3" MAx. )TYP 1 REOtIRCEMENTS OF THE 199E DAOc COUNTY EDlllotr OF THE SOUTH 1lHt/t 14.104 /3a' Ola' PLOAIOA BWLOINCI C009 i110.111.0 CHAPTER A CHAPTER 23 CHAPTER al III AS. UNDER THE SPECIFIC CONDITIONS SHOWN ON TIRE ORAwl"N. -. 114 2.. 21 WOOD BUCKS 19HALL rt INSTALLED�f10T OY LAWSON WOJ AND ANCIODACE, SO THAT YHEBVRo1NDAEftSTS Tilt VPERNIP09W f1.1n 6i.3 1u mat Pl#RENTNr1tf +„OKATCS LOA41iINACCORD ANCE WITH RCOUIREtiENTe OR 199E S PA.C. Nlu At+tMONtPCR lAMO J . AtlCHOR OE$CRIBCD IN THIS LAYOUT ARE AS PER TEST UNIt. OTHER ' • CONDITIONS TO 59 E1,1401clAED SEPARATELY. L AIMM# GONontans Nor mcniBE01N THIS; DRAWING ARE To at EN61NEEREO ORA SITG SPECIPIC BASIS. it 10 s.tts WOOD DUCK NOT DY LAWSON iNO. SUSSTANIIMPOSEO 3/4-MIN. WOOD Moen MUST • • • • AS SHOWN ON ELEVATION LOADS, i . J°• A 11 to S.M.S. E IE, • 1f'" Mai WOOD tHEEO ISEE SCH80ULE BELOW FOR NUMBER OP ANCHOA61 lia--ANN. GLASS • • TYP. 1 • {p i" FAOFt COPNCR$ • A t, f�MDPOlNT CLEAR ADHESIVE t0owa COHPOUN SHIM • . . DSB-8mm-ANNEALED G:.ASS • wo p.t.1 �ri�'dri' •. : • "NGS FRAME • 11x- ' S2 2i .. 3I1 - 0 UPCON 'IX OR 2X WOOD RUCK ' 1/t-MAD, SHIM (SESSCHEOULtBELOW • FOR N10149tR OP ANCHORS) STANDARD RAiL al,• TEST UNIT 1ERFORMANCE SUMMARY .-=at•, REpBRENCEI FTL•189312.11-97 J 1 a aMD I, w TEsi SiZG 788T LOADS, S3-III" x b3" -62.90. -`LOO 1/0'-ANN BEOBiRMO C4HPCUNB 2 (P.TJ 1 J HOO aucK DESIGN LOAOSI .LL33. -PSP ! CLASS X WOOD BUCK to - oapTN {OITt1O TESTED INFILTRATION TESTS !,S PSP .37S• GLAZING \:/ a !$ . ' • W � d_•-d/u- 0 TAPCGH W HAX• JAMB SCREWS ACtNOt 1S" it 1 " NOWIMPACT RESISTANT t" FROM CORNERS 4- / .-.I a IP.TJ 1. WOOD 01 f/ SHIMx' STANDARD MEETING RAiL I BI:OWrtU GYn,•wMY • 11 � 0 I tt , • O Z294- NgoMT O • 10 • 6 2 • • o T. ". t6 • • 2 �•A4-MAK. •• • • •4•1 , • ,1111MSAS. • 11O13116` a �• • OR FROM CORNCRe tx" a e •fEL" • • 2tiP7) EI•I M t-7p/B"p1MW. BM080. WOOD BUCK DTYP, . MIS, r ' I. Avcala 3I16 T @► PnoCamIB s" M CAALT. H98DER & SILL SECTION HEAOH El & dIL.L S1wCTi0�l 1. "IS WtIS WINDOW SYSTEM i9 gtilGNED AND TESTED TO COMPLY WNTH THE AEOLORCMAHTS OF THE 109L DADS COUNTY EDITION OP THE $OUT" FLORIDA BUMOINO CODE I&F,0.C.1 CNAPTCR A. CHAPTER 21 CHAPTER 3$. UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS ORAWINtL PLAN ViEW 059'3tM!-ANN8AtM OLWISTO RAIL WINDOW COMPARA ANALYSIS CHART AIESIGIALOA13CAPACITY-PSP-PSP WOODBCMM . TAPCONs 0 ; hassi O p. pouytvc fit"yeti Y 0 POfltwf RNATIVL 0111 /1-/// 1 21t.1 N2 tit( If0.1 21.1l7 11 111 -�ta (1) 62.7.• "2 .Nola ' ' lit /111 ins A> 744 tt-t// Ala •" 712A, 41.7,« . N10 2{-Nl " 3f.7/a tO 61.3 eta 2" " IA Ali 1177 of 61a" W iia " ' Sol) Lis ira"r' ti.7 17.7 'Lb! Ism ' Eta It3A - r1-19wrI0t%2 N Sa-Us fit • tftA • • • Iri ata « I«,WI Tit w•.-..".• !1 i3a_" '• T1f iia 634 'sea ANA ••ills•• 4TA 1h1 1 � N�7f Itta t11 1710 7a• is to Iq - . tit6610 w.« .., . 7i-in Lid '4641 ti.i wt;,ln ala 62.1 AIL) 2i.11s 't3L2 " ei.r� ifs' dA Ia InIola' " s: i "'sii " 17) • . a," It -In fi»tn iT 13.1111' 2. 1 X OR 2 a WOOD OUCH$ SMALL BE WSTALLDO SNOT BY LAWSON IN0.1 , NO.t9PAACNINt$dVMATU XO.OP AND ANCHORIA SO THAT THE SUILONJO 8195MTS VMS SUP90IMPEISCO LOADS ANCHORS Pill JAM i IN ACCORDANCIR WITH RE0111116MENTS ill' 1104 SJ= 0 C. 3; ANCHOR 0E$C1UBEO IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER now Tftto CONDITIONS TO 09 ENGINEERED SEPARATELY. - t. ANCHOR CONDITIONS NOT OESCRIBEO iN iNS DRAWING ARC TO OE ENSIt1ECRt0 ON A BITS SPECIFIC BASIS. 7030 NA 371h 43, �p Mi11MI9 fLORMA 33147 1WSO'N(305) 696�8560 INDUSTRIES,= KANUFACTUREIRS or "ROM AC 0001ts NID7 M � 4• MAX A Fy"P1 )TY. {SYP.j •D /// JD / %/ �R p 1'.P. ELEVATION' ( FLANGE FRAME 1-;-l- b"HA% trvv') SINGLE; HUNG VANOOW l 120 MPH 0 CREATED 11/11/02 3 SEC.. GUST �,�l�l5cr:0 ENGINEERING, F.A. P.O. WX UM - APOLLO BEACH - FLORIDA - 33812 PHONE - l813) 648 0166 FAX - (013) 645 96W Em m OCUENT ON THIS PROJECT.SAONNY REPRODUC11ONS ARE THE TOt UNAUTHORIZED SE iERTY OF DMSC0 ISS PIROMBNTE:. - 2003 THE L ENNAR WO" iES SCALE NOTED DRAWN 5.v. DATF 11/02 TAMPA 01"8104 DOOM? 4 WiNDOW INSTALLATIONS DE JOB NO. PM - 521 SDW3-L 0 -- --- -I- ---. L1'_ I L._. .I - -I _ !-Li I -L- , _ I - - -I- -- - - ' PRODUCT GATEOORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MA50NRY/GONGRETE) SIMP50N STRUCTURAL COMPONENT HETA20 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT METAI2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT METAI6 5IMP50N FL 474 10/03/2005 5TRUGTURAL COMPONENT META20 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HT7I6 51MP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HTT22 5IMP50N FL 503 10/03/2005 STRUCTURAL GOMPONENT LTTIq 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT LTT205 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LTT131 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MTT265 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HT5MI6 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT HT5M20 SIMPSON FL 1425 12/30/2005 STRUCTURAL COMPONENT MT5M16 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT MTSM20 SIMPSON FL 1423 12/50/2005 STRUCTURAL COMPONENT MSTGM40 5IMP50N FL IGOI 02/16/2006 STRUCTURAL COMPONENT H02A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HD5A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HD&A 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HDbA 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HDIOA SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT H014A 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HDI5 SIMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HOT2 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HOT3 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT HOT4 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT LGT2 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT MOT 5IMP50N FL 1423 12/50/2005 STRUCTURAL COMPONENT HOAIO 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT HOAMIO SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MSTAM24 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT M5TAM36 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT HMq 51MP5ON FL 1423 12/30/2005 STRUCTURAL COMPONENT MA5 SIMF50N FL 474 10/03/2005 STRUCTURAL COMPONENT ABU44 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT PHD2-5053 SIMP50N FL 505 10/03/2005 5TRUGTURAL COMPONENT PHD5-5D53 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT PHD6-5053 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT PHD6-5D53 51MP5ON FL 503 10/05/2005 5TRUGTURAL COMPONENT I LTAI 5IMP50N FL 1423 12/30/2005 PRODUCT GATEGORY CONNECTORS (HOOD) SIMP50N 5TRUC7URAL GOMPONENT H2.5 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H5 51 HP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H7 SIMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HIO 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HIO-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HI& 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT MT512 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MT516 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT MT520 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT HT516 5IMP50N FL 536 10/03/2005 STRUCTURAL COMPONENT HT520 SIMPSON FL 536 10/03/2005 STRUCTURAL COMPONENT 5PI 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT SP4 SIMPSON FL 474 10/05/2005 5TRUCTURAL COMPONENT 5P6 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 55P 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT 05P 51 HP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT A23 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT A35 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LTP4 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LGT2 SIMPSON FL 1425 12/30/2005 STRUCTURAL COMPONENT MOT 51MP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT HOT2 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HG73 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H6T4 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT L5TA12 5IMP50N FL Ig01 02/15/2006 STRUCTURAL COMPONENT L5TA15 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT LSTAI6 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT L5TA24 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT LSTA30 SIMPSON FL I101 02/16/2006 STRUCTURAL COMPONENT LSTA36 51MPSON FL IGOI 02/I6/2006 STRUCTURAL COMPONENT L5T14q SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT MSTG26 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT MSTG40 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT M5TG52 5IMP50N FL 1901 02/I6/2006 STRUCTURAL COMPONENT I M5TG66 5IMP50N JFL Ig01 I 02/0/2006 STRUCTURAL GOMPONENT M5TC76 5IMP50N JFL Ig01 I 02/I6/2006 PRODUCT GATEOORY HANOER5 SIMPSON STRUCTURAL COMPONENT HU526 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HU526-2 51MP5ON FL 474 10/03/2005 STRUCTURAL COMPONENT HU526 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU526-2 SIMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HU5210 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5210-2 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HOU526 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HOU526-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HGU526 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HOUS2b-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HGU5210-2 SIMPSON FL 474 10/03/2005 STRUCTURAL GOMPONENT HU5626-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HUSC26-2 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT MBHA 5IMP50N FL 536 10/07/2005 STRUCTURAL COMPONENT ITT 51MP50N FL 474 10;03/2005 PRODUCT GATEOORY ANCHOR SYSTEMS SIMP50N STRUCTURAL COMPONENT WEDGE ANCHORS 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT SLEEVE ANCHORS SIMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT DROP IN ANGHOR5 51MP5ON FL 402 10/01/2005 STRUCTURAL COMPONENT THD TITEN HD 51MPSON FL 2304 04/06/2006 STRUCTURAL COMPONENT 17TN TITEN SGREW 15IMP50N JFL 2555 1 04/30/2006 PRODUCT GATEOORY CHEMICAL TIES 5IMP50N STRUCTURAL COMPONENT 5ET EPDXY 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT ET EPDXY 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT AT ACRYLIG-TILE ADHESIVE SIMPSON FL 2304 04/06/2006 PRODUCT CATEGORY SUB GATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MA5ONRY/GONGRETE) U5P STRUCTURAL COMPONENT HTA20 U5P FL 621 10/31/2005 STRUCTURAL COMPONENT HTA20-0 USP FL b5g 10/31/2005 STRUCTURAL COMPONENT HTTI6 U5P FL 621 10/31/2005 STRUCTURAL COMPONENT HTT22 USP FL 521 10/31/2005 STRUCTURAL COMPONENT LT51g U5P FL 622 10/31/2005 STRUCTURAL COMPONENT LT52013 U5P FL 622 10/31/2005 STRUCTURAL COMPONENT MT52-IB USP FL 622 10/31/2005 5TRUGTURAL COMPONENT TDX2 U5P FL bl6 10/31/2005 STRUCTURAL COMPONENT TVX20 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT TDX5 USP FL 616 10/51/2005 STRUCTURAL COMPONENT LUGT2 U5P FL 517 10/31!2005 5TRUGTURAL COMPONENT HGAMIO U5P FL 61q 10/31/2005 STRUCTURAL COMPONENT FA3 U5P FL 822 10/31/2005 STRUCTURAL COMPONENT PAU44 U5P FL 621 10/31/2005 STRUCTURAL COMPONENT PAU66 USP FL 521 10/31/2005 STRUCTURAL COMPONENT PHD2 U5P FL 617 10/51/2005 STRUCTURAL COMPONENT PH05 USP FL &1-1 10/31/2005 STRUCTURAL COMPONENT PHD6 U5P JFL 617 1 10/31/2005 STRUCTURAL COMPONENT 1PHD& lu5p FL 617 1 10/31/2005 PRODUCT CATEGORY GONNEGTOR5 (HOOD) U5P STRUCTURAL COMPONENT RTI7 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT RT20 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT RT16 U5P FL 616 10/31/2005 5TRUGTURAL COMPONENT RTI6-2 USP FL 516 10/51/2005 STRUCTURAL COMPONENT MTHI2 U5P FL 8>20 10/31/2005 STRUCTURAL COMPONENT MTHI6 U5P FL 620 10/31/2005 STRUCTURAL COMPONENT MTWIB U5P FL 520 10/31/2005 STRUCTURAL COMPONENT HTH16 U5P FL 620 10/31/2005 STRUCTURAL COMPONENT HTH2O USP FL 620 10/31/2005 STRUCTURAL COMPONENT 5PT22 USP FL 617 10/51/2005 STRUCTURAL COMPONENT 5PT24 U5P FL 517 10/51/2005 STRUCTURAL COMPONENT SPT4 U5P FL b2l 10/31/2005 STRUCTURAL COMPONENT SPT6 U5P FL 521 10/31/2005 STRUCTURAL COMPONENT A3 USP FL 620 10/31/2005 STRUCTURAL COMPONENT A34 USP FL 616 10/31/2005 STRUCTURAL COMPONENT MP4F USP FL 621 10/31/2005 STRUCTURAL COMPONENT L5TA12 USP FL 6i6 10/31/2005 STRUCTURAL COMPONENT L5TA15 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT L5TAI6 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT L5TA24 U5P FL 616 10/51/2005 STRUCTURAL COMPONENT L5TA30 U5P FL 516 10/31/2005 STRUCTURAL COMPONENT L5TA36 USP FL 616 10/31/2005 STRUCTURAL COMPONENT M5TG40 U5P FL 617 10/31/2005 STRUCTURAL COMPONENT MST652 U5P FL 517 10/31/2005 STRUCTURAL COMPONENT M5TC66 U5P FL 617 10/31/2005 5TRUGTURAL COMPONENT M5TG76 U5P FL 517 10/31/2005 STRUCTURAL COMPONENT KCG44 Ju5p FL 622 10/31/2005 PRODUCT GATEGORY MASONRY HANGERS U5P STRUCTURAL COMPONENT JNFM Ju5p IFL 576 I 10/Oq/2005 PRODUCT GATEOORY SUB GATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONCRETE LINTEL CAST CRETE FL 156 Oq/16/2005 5TRUGTURAL COMPONENT CONCRETE LINTEL LOTT'5 FL 1441 03/11/2006 STRUCTURAL COMPONENT CONCRETE LINTEL HEIKIWA FL 140 03/11/2006 STRUCTURAL COMPONENT CONCRETE LINTEL COMMERCIAL FL 1T74 03/12/2006 5TRUGTURAL COMPONENT JGONGRETE LINTEL IMARION MASONRY FL 2155 03/2q/2006 PRODUCT GATEOORY 5UB GATEGORY MANUFACTURER FL # EXPIRATION DATE ROOFING ASPHALT SHINGLES GAF MaterloI5 Gor, FL 03 Oq/30/2005 ROOFING ASPHALT 5HINGLE5 CERTAIN TEED CORPORATION FL 250 Og/24/2005 ROOFING ROOFING TILES MONIERL LIFE TILE FL 560 11/04/2005 ROOFING GEMENT5-ADHE51VE5-GOATINGS TROPICAL ASPHALT PROD CORP FL WO 01/06/200b ROOFING UNDERLAYMENTS TAMKO ROOFING PRODUCTS, ING FL 1744 02/10/2006 ROOFING GEMENT5-ADHE51VE5-COATING5 TAMKO ROOFING PRODUCTS, INC FL 1471 0110612006 ROOFING ROOFING FASTENERS 5ENGO PRODUCTS FL 2271 04/05/2006 STRUCTURAL COMPONENT DEGK-ROOF ENOLERT, ING FL 2266 04/15/2006 PRODUCT GATEOORY SUB GATEOORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT ENGINEERED LUMBER TRU5 JOIST FL 1630 02/13/2006 STRUCTURAL COMPONENT ENGINEERED LUMBER B015E ENO. WOOD PROD. FL 1644 03/12/2006 STRUCTURAL COMPONENT ENGINEERED LUMBER BOISE ENO. HOOD PROD. FL 1645 03/12/200b PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE ROOF VENTILATORS SOFFITS KAYGAN LTD FL Ig65 04/05/2006 ROOF VENTILATOR5 SOFFITS KAYGAN LTD FL 1146 12/Ig/2005 ROOF VENTILATORS SOFFITS CAMERON A5LHLEY BUILDING FL 406 11/24/2005 OTHER MODIFIED BITUMEN ICERTAIN TEED GORP-ROOFING FL 47q 10/02/2005 OTHER TYVEK HOUSE WRAP IDUPONT FL 2145 PENDING OTHER GLA55 BLOCK 1PITTSBUR6,11 GORNING CORP FL 250 Oq/24/2005 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE DOORS WOOD ENTRANCE LAW5ON INS. FL 122q 12/05/2005 INPOH5 FIXED HINDOHS LAH50N INS. FL 1230 12/05/2005 INDOW5 FIXED WINDOWS KINGO FL 125 Oq/17/2005 INDOW5 FIXED HINDOH5 BETTER BILT FL 676 PENDING INDOH5 FIXED HINDOW5 FLA. EXTRUDERS (MILESTONE) FL 44 Oq/02/2005 INDOW5 FIXED HINDOH5 GENERAL ALUMIM\NUM FL 255 Oq/24/2005 INDOH5 FIXED HINDOH5 GENERAL ALUMIM\NUM FL 263 Oq/25/2005 INDOH5 FIXED WINDOWS GENERAL ALUMIM\NUM FL Ibg7 02/04/2006 INDOH5 FIXED HINDOH5 51MONLON HINDOH5 FL 178 Og/lq/2005 INDOH5 51NOLE HUNG LAH50N INS. FL 1225 12/05/2005 INOOH5 51NOLE HUNG KINGO FL 123 Oq/17/2005 INDOH5 51NOLE HUNG BETTER SILT FL 663 PENDING INDOH5 51NOLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 Oq/02/2005 INDOH5 51NOLE HUNG GENERAL ALUMIM\NUM FL 254 Oq/24/2005 INDOH5 51NOLE HUNG GENERAL ALUMIM\NUM FL I6g& 02/04/2006 INDOW5 SINGLE HUNG 51MONLON WINDOH5 FL 204 Oq/22/2005 INDOH5 51NOLE HUNG ENERGY 5AVING5 PRODS. OF FL FL Ig50 03/12/2006 INDOH5 DOUBLE HUNG ENERGY SAVINGS PRODS. OF FL FL Ig53 05/12/2005 INDOH5 HORIZONTAL SLIDERS LAH50N INS. FL 1226 12/05/2005 HINDOH5 HORIZONTAL 5LIDER5 51MORLON WINDOWS FL 203 Oq/22/2005 INDOH5 HORIZONTAL SLIDERS KINGO FL 124 Oq/17/2005 INDOH5 HORIZONTAL SLIDERS BETTER BILT FL 670 PENDING INDOHS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 Oq/02/2005 INDOH5 HORIZONTAL 5LIDER5 GENERAL ALUMIM\NUM FL 254 Og/24/2005 INDOH5 HORIZONTAL 5LIDER5 GENERAL ALUMIM\NUM FL Ibg6 02/04/2006 INDOH5 MULLIONS LAH50N INS. FL 1221 12/05/2005 INDOH5 MULLIONS KINGO FL q57 11/04/2005 INDOW5 MULLIONS FLA. EXTRUDERS (MILESTONE) FL q74 PENDING INDOWS MULLIONS GENERAL ALUMIM\NUM FL 1252 12/03/2005 EXTERIOR DOORS 5LIDING LAW5ON INS. FL 1226 12/05/2005 EXTERIOR DOORS SLIDING KINGO FL 126 12/05/2005 XTERIOR DOORS SLIDING BETTER BILT (MI HOME PROD.) FL 561 12/30/2005 XTERIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 Oq/02/2005 XTERIOR DOOR5 5LIDING GENERAL ALUMIM\NUM FL 264 Oq/25/2005 XTERIOR DOORS SLIDING 51MONLON HINDOW5 FL 04 Oq/22/2005 XTERRIOR DOORS 5LIDING THERMO-TRU CORP. FL 1170 11/20/2005 XTERIOR DOOR5 5HINGINO LAH50N INS. FL 122q 12/05/2005 XTERIOR DOORS GARAGE DOORS GLOPAY BULIDING PRODUCTS FL 542 12/12/2005 XTERIOR DOORS OARAOE DOORS HAYNE DALTON DOORS FL 667 11/04/2005 XTERIOR DOORS SWINGING JELD-WEN FL 4q6 10/31/2005 XTERIOR DOORS 5HINOINO JELD-HEN FL 53q 10/31/2005 XTEP-IOR DOORS 5HINOING PLA5TPRO ING./NANYA PLASTICS FL 1321 12/15/2005 XTERIOR DOORS SHINOINO THERMO-TRU CORP. FL 105 11/21/2005 AoCREATED 04-05-04 9 1 171 m v vw 5 f 1 7K/�/ J- ti