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HomeMy WebLinkAbout7821 Merchantville CirP N City of Zephyrh:lls Building Department Construction Notes Finish floor height shall be minimum 6" above crown of road (City -of Zephyrhills Ordinance #237) Each bedroom shall have at least one window sized fro emergency egress (2001'Florida Building Code #1005.4) Ductwork and appliances in garage shall be protected from physical damage (2001 Florida .Building/Mechanical Code #303.4) Tub access shall comply with (2001'Florida Building/Plumbing Code #405.8) to concealed connections Balanced return air shall be achieved through the use of transfer ducts or grilles (2001 Florida Building/Mechanical Code #601.4) Window glass hazardous locations shall comply with (2001 Florida Building Code #2405.2) Installation of gas appliances requires separate permits 2002 National Electrical Code 210.8(A)(2) - All garage receptacles shall have GFCI prottection 210.8(A)(3) - All outside receptacles shall have GFCI protection 210.8(A)(6) - All receptacles serving countertops in the kitchen shall be GFCI protected 210.11(C)(3) Bathroom circuits shall have no other outlets 210.12(B) - All outlets (receptacles, lights, smoke detectors) in dwelling bedrooms shall be AFCI protected 210.70(A)(3) - Lighting for A/C in attic 250.52(A)(3) Footer steel shall be used for a ground 406.8(A) - Receptacles in Damp Locations 406.8(B)(1) - Receptacles in Wet Locations 410.8 - Luminaires in Clothes Closets 422.18 - Support of Ceiling -Suspended (Paddle) Fans. A- e I INDICATES 1- ro VERT. REBAR IN MASONRY CELL FILLED 50LID IN CONCRETE. PERT. REIN. SHALL BE HOOKED INTO BEAM ABOVE s FTG. BELOW PROVIDE 25' MIN. LAP WHEN SPLICED t WIRE TOGETHER 1' 31 ■ `r91 — Nk 17 GAFM II -_lJI I (21-31 II 8` THICKENED EDGE a FOR SHOWER RECESS A/C CHASE 3 ■ 0: 5 ONL UNDER 5LA13 ' ELEVATIONlu oT cn 0 3'_g� t'-�' \� l3'-1' ■ I � / II II El V-01 T-V ■ co ■ ■ ao L ■ WH. I ■ NOTE: W.H. ON I PROVIDE GAS DROPS F_ 24'x24'x1S' H. (F REQUIRED)FOR ALL / 4' P.Y.C. PLATFORM ABY. I GAS APPLIANCES. UNDER SLAB I (VERIFY LOCATION OF ALL GA5 APPLIANCES ON FLOOR K P_ r ON I ANY CON5AN PRIOR TO TRUGTI S1 u e I w I lk PITCH IIS'IFT. � I 3/4' C.J. I I r A UI p g1 M I II G i I ■ L��� LAY. LAv I i/2' RECESS / — — _ 74 U— — = — r oar. oar o_,� L FOR FR DR \ �' � C�I DRr� II ■ n E--�f L-- L- - — — ■ ■ ■ ELEVATION AT 0'-0' (A6akW)2X— n ■ I \ �� 31/2' MIN. (4' NOMINAL) 2%0 OR 3000 R5.1. 2 -'S5 DIAGONAL AT ALL INTERIOR _;' CONCRETE SLAB ON GRADE W/ PROVIDE CONDUIT \ 1 6x(6 W1.4414 MESH OR FIBER _ \\ 31-0' SLAB CORNERS IN SLAB FOR 9 MESH OVER 6 MIL VAPOR +� (TYPICAL) BARRIER ON CLEAN, WELL - 15LAND ELECTRIC_ COMPACTED, TERMITE TREATED, M GRANULAR FILL. I I 1 1 I I III I� II III PROVIDE COPPER — JI i LINE FOR ICE MAILER 34' G.i. Q -' PITCH 1/S' / FT. L_ — ALL WORK SHALL COMPLY WITH ALL . PREVAILING CODES, FLORIDA BUILDIT J CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHII. LS ORDINANCES REMEWED IJUN 16 2005 • 1 sw DJIL W/ DISP ■ ■ ■ ■ -1 8' C.M.U. WALL ABY 5'-2' I. 34' 53'-8' FOUNDATION PLAN SCALE: 1/4' =1'-0' ENGINEERED PLANS ON FILE LJ ■ T H FILL CELL W/MASONRY MIX TO COVER PIPE. (APPROX. 3 COURSES) NO PERT. REBAR REQUIRED FOUNDATION NOTES: 1. SEE SHEET SNI 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. ❑ SAMUEL A c4mEN5Ewa, Prz. "34245 ❑ THUY N. NUYNH, P.E. 060122 ❑ IRIIJIN J. SENSON, P.E. *49158 LATEST DATE = IN PROCESS REVISION DATE _ DESCRIPTION ' 06/2'1/03 MIN O. *15"71 OIT/20/04 O FOOTING SCHEDULE O MK • 51m REINFORCINrs DEPTH FI 2'-0'x2'-0' (1) S m 6' O.G. EACH WAY 12, DEEP F2 3'-0'x3'-0' (1) 45 * 6' O.C. EACH WAY 16, 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. TO THE HEST OF THE ENGINEER'S 104OWLEDGE 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). THUS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWMCa ONLY. im VU J avis I FAX 815-POWA oo 408 MLNM AYE FAST, OI W FL 30 Z 0003 w w ul, u, LL, r r m d' N 0 10 th d' 10 J N V J a U JW Q W (r v Z C Q W U W V O1�- Q DATE 10-24-02 SCALE : AS NOTED DRAWN BY MT AUTOCAD FILE NAME 1991 ENSINEER OF RECORD : DANSCO ENGINEERING, P.A. SHEET DESCRIPTION : FOUNDATION PLAN STRUCTURAL NOTES: Q PROVIDE (1) #5 IN FILLED P. LINTEL AND (1) S IN FILLED KO. BLOCK ABOVE 2� PROVIDE (1) 05 IN FILLED P. LINTEL W/ 2' RECESS (2) 2x8 BEAM W/ 11/2' PLYWOOD FLITCH W/ (1) SIMPSON LSTA18 9 EA. END. PROVIDE A (3) 2x4 SPACER COLUMN 6 EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. DIMENSION CONVENTION & EXTERIOR OPENING DIMENSION OUTSIDE FACE OF 8" NOMINAL BLOCK 4" FRAME WALL U.N.O. FROM OUTSIDE OF BLOCK FLOOR PLAN NOTES: I. SEE SHEET 5N2 FOR COMPONENT 4 CLADDING DESIGN PRESSURE TABLE. 2. SEE SHEET &DWI 4 61DW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3, ALL PLUMBING, ELECTRIGAL, AND MECHANICAL ROUGH- INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 105Io). 4. *-DENOTES EGRESS WINDOW �NALL LEr.:7ENl;) ■ INDICATES I=TILED CELL W/ (1) #5 VERT INDICATES TOP OF MASONRY 0 81-0" ■ ■ INDICATES SHEAR. WALL INDICATES INTERIOR BEARING HALL TO THE E5E5T 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 T14E DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF T415 DRAWING ONLY. A- fV NICHE (-) 8' AT' FOYER (A�N�ICHE SCALE: 1/4' = P-0' 8' 8 -0' TOP OF WALL 21/4' CAS1Z EA. SIDE 0�WALL @ IQTCHEN LATEST DATE = IN PROCESS REVISION DATE : DESCRIPTION : OS/2'7/OS a7/20/04 E.W.O. *1311 FILL CELL W/MASONRY MIX TO COVER PIPE. (APPROX. 3 COURSES) NO VERT. REBAR REQUIRED wm 53 F'LF T.O.B. IT-T AFF. SCALE: 1/4' = 1'-0' ISSUANCE OF PLANS FROM THIS DESIGi•ER5 OFFICE SNAIL NOT RELIEVE T14E BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIh E OONS, AND ADWFENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCE W OF ANY CONSTWIOK ANY DISCREPANCY OF ERROR IN NOTES, DMaIONS, OR ADWFSE E TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF TFE DE5&eERS OFFICE FOR CORRECTICN BEFORE COMh ENCEMENT 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 OTMER THAN THE DESIGNERS OFFICE, TW DES& fR SHALL NOT BE MELD RESPONSIBLE. ❑ SAMUEL A. GREENBERCs, P.E. 034245 ❑ TWUY W. WUYN4, P.E. %0122 ❑ IRWIN J. BENISON, P.E. #421-158 yr C.� V t J J avis PAX 10 AflB9TON AVE EAST, 41DSK Fl. UM N r� M M � � 0 u- Z Z w �X9 zc� e O!l a� M X� Q= �Q v! Z O w 0 L4 m 14 W 14'A: m M Q W m � N O W M It � >J N U J Q v J F- W Q W Z z < v ¢0 ; o ¢G ; o oo DATE e RELEASE DATE SCALE a AS NOTED DRAWN BY a MT AUTOCAD PILE NAME 1991 CN&INEER OF RECORD a .)ANSCO ENGINEERING, P.A. SHEET DESCRIPTION : FLOOR PLAN L 21 11, I I ti� I I I I I I I I I I � I OFF -RIDGE VENT(TYP) Q ( I I � I I � I I � I I I M. 'I°'I` OVOI AT NIP (UNO) If WALL � y� aQ II II II 1 II 141 LU �— — I KNEE ----- �e � yAl it WALL I WIRT 1 011 SCALE:1/6' - i'-0' ROOF VENT CALCULATIONS: LINEAR FEET OF SOFFIT VENTILATION: 210 FT. TOTAL LINEAR Fr. 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 AA 3A ROOF VENT SCHEDULE Verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents sha I I be insta I led for a minimum of vented area as listed below: Off ridge vents or Soffit Vent Mark Location equal system (sq. in.) (sq. in.) RV 1 let 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 OPENINCsS: EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A. DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM r 9 r r 0 0 � Q5 12 D 1OFF-RIDGE �15 ' LINE OF INTERIOR 5 � SHINGL� VENT (TYP) _ HIP VAULT RODE a512 T.OM. T a5 TYP IF DECORATIVE AIVE ;p SANDING j FEllfidl C FINISH FLOOR LINE — At SIDES 5 GRADE LINE (ASSUMED) El EVA110N o SCALE:1/8' = I'-V 4 u n s z w w C SAND FINISH KEYSTONE (fF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 19 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXiUREO FINISH OVER 3W FRAME APPLICATION TO BE PER THICK FLORIDA 5UILDING CODE 250411 AND A5TM C926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE I LINE OF INTERIOR SHINGLE HIP VAULT ROOF 6TEXTURED — 5ANDING (TYP.) -' -�25 it 12 s! FINISH 1212 LINE OF INTERIOR 5� a5 LINE OF INTERIOR HIP VAULT 514INGLE HIP VAULT ...-- T.OM. TExru�p, SQ DECORATIVE TEMP. ' F', I H � FINISH FL'O�OR LINE '' GRADE LiNE (ASSUMED) SCALE:1/6' = 1'-0' ALIGN TOP OF BANDING WITH BOTTOM OF WINDOW 5HINGLE ROOF - A�HT.PLT v SHINGLE A(5EE EXTURED TEXTURE EZE 6TUCCODITS (TYP) FiNiSN- TURED STOAE DETAIL) 9 (vERIFr V TRIM MANE) 12 5 ROOF MISSES 125 . —AT 24' 0L. (TYPICAL) 125 SHINGLE R GL. VERIFY `� FASCIA CALL -OUT (TYPICAL)-\ AF f 6' TEXTURED KEYSTONE DETAIL 10101MININININ-1mi � OEM 11m GRADE LINE (ASSUMED) SCALE: 3/4' - V-V 1 Oil 1111111'' 1 Fix 511 Iiii, 1111i� I ao 4:1*7 a 9 101 j'El SCALE:1/4' = I'-0' TAM. — TEXTURED DECORATIVE FINISH 6' TEXTURED BANDING (TYR) 6' TEXTURED BANDING (TYP) FINISH FLOOR LINE OFF -RIDGE 12 PENT (� TYF LE �5 LINE OF INTERIOR SHING 5 ROOF NIP VAULT T.OM. -.. T.OM. TYP. TEXCUI SANDNS DECORATIVE FEW FINISH * s� AT 505 FINISH FLOOR LINE — — — — FINISH FLOOR LINE GRADE LINE (ASSUMED) SCALE:1/6' =1'-0' LATEST DATE : IN PROCESS REVISION DATE : DESCRIPTION : OS/2?/05 J vis I PAX s18-9.9t,4 60 408AIitA6TON AYE EAST, 9tMK R UM N r� fi Z u $� LL1 u 4 I� N !D It o'oLU e� 1 X� aw V>r Z LLs U; w 4s � 0 w cd c p W 0 M N J 0 U J } Q U <W Q {p�w UJI-1 © C W W WZ O Q V V Q DATE 10-25-02 SCALE : AS (VOTED DRAM BY : MT AUTOCAD PILE NAME 1g�1 EN6INIE t OF RECORD : DANSCO EiVGINEERIiVG, P.A. SHEET DESCRIPTION : ELEVATION( 'A' r D a d i 1 r r a s s e 's D • D - e 1 D o . ae j I i I I I I I r OFF -RIDGE DVENT(TYP) I j I � I � I � � I � I � I � �e � WALL II II I II II 11 I KNEE WALL ----------- OVSZ4" 4' AT H1P (UNA) L �Wllii'�" SCALE: 1/5' : I'-0' 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 (sq. in.) Soffit vent (eq. in.) RV 1 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.% FT. TOTAL LINEAR FT. OF VENTILATION FOR EACH ROOF VENT: 2.92 FT. NUMBER OF ROOF VENTS REQUIRED: 6 AA 38 NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOB OR DIRECTION, AND AROUND ROOF OPENINGS. EGRE59 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WiTH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM $ILL HEIGHT OF 44' A50VE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 12 a5 OFF -RIDGE LINE CF INTERIOR 5 l� SHINGLE VENT (TYP) HiP VAULT ROOF _ Q5 TDM. T.OM. r-�-- T1 P. 10 DECORATIVE 84NDING FIN15H REiI FINISH FLOOR LINE AT SIDES GRADE LINE (ASSUMED) LEFT El EVATION SCALE- 1/5' : 1'-0' ,Q5 1� 1 5 12p LINE OF 7INTERIORHIP VAU TAM SAND FINISH KEYSTONE (F APPLICABLE) RAISED 5*0 FiN15H TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNE55 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 SCALE: 3' : 1'-0' LINE OF INTERIOR SHINGLE ROOF — HIP VAULT TAM. 12 6' TEXTURED BANDING (TYP) II I ' I' II 1177 DECORATIVE I I Il1ul FINISH IlL.-I '* —LU j 6' TEXTURED — FIN15H FLOOR LINE — BANDING (TYP.) Q5 LINE OF INTERIOR ROOF SHINGLE HIP VAULT TEXTURED 3, TEMP DECORATIVE FINISH FLOOR LINE'' GRADE LINE (ASSUMED) Mill LIN 1101 � i U I -i I 1 ! illE1li fT. i ll-7 1hfii41_,i TI [ 11' iffiil — . -,T— I SHINGLE ROOF — 12 5p -TEXTURED 5TU FItJl51.1--►- TEMP. TDPi, a (VERFY W/ TM Mw) SECTION AA 12 6'TEXTURED a5 FRIEZE BANDING (TYP) 12 Q5 V TEXTURED BANDING (TYP.) 5HINGLE ROOF G.C. VERIFY 4' TEXTURED FASCIA CALL -OUT BANDING (TYP.) (TYPICAL) GRADE LINE (ASSUMED) SHINGLE SCALE: i/5' : i'-0' SCALE: 1/4' : 1'-0' 5 12COFF-RIDGE VENT (TIP) �2 SHINGLE 5 p ROOF T� DECORATIVE FEW '7N FINISH AT SIDES FIN15H FLOOR LINE —� — GRADE LINE (A551,M) T.011. 6' TEXTURED BANDING (TYP.) TEXTURED DECORATIVE FINISH FIN1514 FLOOR LINE LATEST DATE _ IN PROCESS REVISION DATE : DESCRIPTION : OS/2'i/OS 12 a5 LINE OF INTERIOR HIP VAULT TEMP. FINISH FLOOR LINE RIGHT ELEVATION SCALE: 1/5' : 1'-0' �r m J r� �s avis I OAX 818-" 0 0 MILKINI AVE EAST, O1 IM FL 30 N r� M = o C � M lu LU LU 0 (). W OA Q0 � �r xaw N Zu; O w Q W r 0 T- C4 0 10 M d' IQ J N D U J Q� U .J W Qo<15f< W Z J W >> V > Q V 0 Q DATE 10-24-02 SCALE AS NOTED DRAWN SY e t�liT AUTOCAD PILE NAME 1BB1 ENGINEER OP RECORD = DANSCO ENt�INEERING, P.A. SHEET DESCRIPTION = ELEVATION •B• ED ED a a y n a > 0 b e4 > L J L z r n cc r P4. z z AJ s e� E a. INS r � , ROOF VENT CALCULATIONS: LINEAR FEET OF SOFFIT VENTILATION: 210 FT. TOTAL LINEAR FT. OF VENTILATION REQUIRED THROUGH ROOF VENTS: 16.E FT, TOTAL LINEAR FT. OF VENTILATION FOR EACH ROOF VENT: 2.S2 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: Off ridge vents or Soffit Vent Mark Location equal system (sq. in.) (sq. in.) RV 1 1st Level --- --- Roof RV 2__- 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 MOTE: EACH BEDROOM MUST NAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 16 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SCALE. 1/&' : 1'-0' l U2' THICK SAND FINISH KEYSTONE (F APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNESI OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (&ERE APPLICABLE) F THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -our TWICKNE65 OF TEXTURED FINISH OVER 3/4' FRAME APPLICATION TO BE PER THICK FLORIDA BUILDING CODE 25042J AND ASTPI C926, TW. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND I OR SAND FINISH KEYSTONE SHINGLE ROOF —� 12 PLT. HT. LINE OF INTERIOR SHINGLE NIP VAULT ROOF 6' TEXTURED — BANDING (TYP) T.O.M. 12 .. j.' MEN ■■■ mom �■■ FIN15H FLOOR LINE / 2 - 24 TEMP. $H. / ND. AT 5'-1' W/ In R O. FG. A5Y STRUCTURAL NOTES: AT T-4' AF . 1�. PROVIDE (1) S IN FILLED P. LINTEL AND (1) S IN 3 FILLED K.O. BLOCK ABOVE 2U PROVIDE (1) 05 IN FILLED P. LINTEL W/ 2' RECESS 16, DIA. C?w. __/ O (2) 2xO BEAM W/ '/2" PLYWOOD FLITCH W/ (U SIMPSON C0C11� ON 16' H. L6TA18 S EA. END. PROVIDE A (3) 2x4 SPACER COLUMN 11a-4' ASE EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. 0 0 o Q5 12 OFF -RIDGE LINE OF INTERIOR 5 f/' SHINGLE VENT (TYP) NIP VAULT ROOF 12S T.O.M. I TAM. 2'-0' DECORATIVE j � FINISH. � REitlFd1 ITE_Mf -I FINISH FLOOR LINE AT 0ES C GRADE LINE (ASSI,hED) LEFT ELEVATION SCALE: 1/8' : I'-V a5 512 LINE OF INTERIOR HIP VAULT 12 Q5 TOM, TEXTURED TEMP. DECORATIVE FINISH FLOOR LINE 12 5 LINE OF INTERIOR SHINGLE _ NIP VAULT �ROOF T.O.M. TEMP. TEMP. GRADE LINE (A65UMED) SCALE:1/8' : I'-0' GRADE LINE (A66M) SCALE: 3' :1'-0' SCALE: I/4' :1'-0' SHINGLE 6'TEXTURED 12 5 FRIEZE BANDING (TYR) TEXTURED STUCCO — FINISH 2' TEXTURED BANDING (TYP.) SHINGLE, C ROOF S.C. VERIFY FASCIA CALL -OUT (TYPICAL)—\ (Vwrr w me MMF) T. LATEST DATE a IN PROCESS REVISION DATE : DESCRIPTION: OS/2'i/O5 01/20/04 Ei"I *1511 IiIiI IIIIJJI�l 111111", : • it :ar - t ■ - +aRIMA �... all M! Lid SCALE:1/1: I'-0' FAW M:]IIIIIIIIIIIIIIILa - -- • - • - IA. CMLL. )In ABV, SCALE 1/4' --1'-0' O FOOTING SCHEDULE O MK • sIZE RER II DEPTH FI 2'-O;xT -0' (1) 45 6 6' O.G. EACH WAY 12' DEEP F2 V-6'x2'-6' (1) $ e 6' OC. EACH WAY 16' DEEP VENT(TYP) 12 5HINGLE 5 ROOF TOM 2'-0' TEX U wM DECORATIVE FINISH IREW AT S1DE5 FIN15N FLOOR LINE GRADE LINE (A851lh9ED) 12 Q5 LINE OF INTERIOR HIP VAULT TEMP. FIN15W FLOOR LINE SCALE:1/8' :1'-0' FLOOR PLAN NOTES: 1. SEE SHEET SN2 FOR COMPONENT 4 CLADDING DESIGN PRESSURE TABLE. 2. SEE SHEET SDWI 4 SDW2 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 10E✓f&). 4. *-DENOTES EGRESS WINDOW FOUNDATION NOTES: I. SEE SHEET SNl 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. ❑ SAMUEL A- CxREENE EWS, P.E. 034245 ❑ THU`r H. HUYNH, PE. 060122 ❑ IRWIN J. 5ENSON P.E. 04-1 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND 5ELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA 5UILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL. PORTION OF THIS DRAWING ONLY. VIS KAX 818-$00 40E AI MTON AVE EAST, W WUi, Ft 80 N r� ZM-L'e O Z LU 0 0 Z O 3,0 M ut o%0 lu ae 4 � � U Z Q X o 2LU iI O ILIL V, Z ^ W 14 0 0) u: 06 Q r V- 0 tM 10 N U J Q U �Z Q W Cr a :3 a 43 Q DATE : 90-24-02 SCALE : AS (VOTED DRAWN BY : MT AUTOCAD PILE NAME 1991 ENGINEER OF RECORD DANSCO ENGINEERING, P.A. SHEET DESCRIPTION : ELEVATION 'C' ELECTRICAL <E"'I' K)-- mm-EX CONV9 ea OAS } DUPLE)( OlJW ABOVE COLNa WEATHERPW DIPM OUTLET Wu, GROUND FAULT NIER VIER DUPLEX OIl<1.ET �$ HALF -SWITCHED WFUN OUTLET SPECIAL Rl;FOSE OUTLET 4ff DUPLEX OUTLET N FLOOR 0& 220 VOLT OUTLET WALL SfrCW 13 THREE-WAY SWITCH -t4 FOIE-Iu4Y SIFCN . R RHEOSTAT SUTCH CEILING: MOINTED NCANDE5W LW FIXNRE WAIL MOXW NCANDESW LKHT FIX14E RECESSED W40ESW LIGHT RXPXE - -� LIGHT FIXIM WITH PLLL CIM r� TRAGIC LK,NT r FLOMESCENT LIGHT WUiE (� EXHAUST FAN E)"WT FAN&W C"INATION ELECTRIC DOOR MERATOR (OKONAL) ® CHIMES (OPTIONAL) o PILSIWCN OUTCN (OPTIONAL.) ® ShM DETECTOR I-Q TELr sm (OPTaw ® TELEVISION (OPTIONAL) o THLMTAT Dn ELECTRIC METER JmlL ELECTRIC PANEL -� DISCC*W SWITCH ® SPEAKER (OPTIONAL) <1 RDJN I-N FOR OPr CELNG FAN ti J c , CEILNG IMOUNTED NCA ASCENT LIGHT FIXNRE IW G v ROUGH-N FOR OFT. CELM FAN NOTES- L PRDVIDE AND NSTALL LOCALLY CERTTFED AS IiEQUIRI:D BY NATIONAL FIRE PRDiEG M AWXLATICN WX AND "EM THE IC49FEME 5 OF ALL CiOMNG CODES 2. PROVIDE AND MTAL. OM FAULT CIRCWT-NTEfdPTERS (GPI) AS RE(,Y m BY NATIONAL RiCKC CODE (NEC) AND MEETING THE REQUF&M OF ALL GOVERNNG CODES I INLESS OT1 SE NDICATED, NSTALL SII 700 4 RECEPTACLES AT TEE FOLLOWMG WITS ABOVE FNISH FLOOR: SWTTCHES_42' TEI.EI:Nrl _I4' TELEVISIaL-.14' 4. ALL SMOKE DETECTORS SHALL BE Hi ED ON (U Cha IT: S. IT IS THE RESPONSIBLITY OF THE LICENSED ELECTRICIAN TO WARE THAT ALL ELEMCAL WORK IS N RILL COMPLIANCE WrM NEC A ,rCI-91, SDS, A?O ALL APPLICABLE LOCAL STANDARCODES, 6. ARC FAULT 1RECEPTACLES N ALL BEDROOMS PER IM NEC. X] *4 CU TO " COLD WATER PIPE 4 DRIVEN GROUND ROD SINGLE PHASE 200 AMP 5 =AKER PANEL NEMA I METER 30 CIRCUIT SOCKET 1 1/2' RIGID NIPPLE W/ (2) 01 AND (1) 03 CU THILJ CONDUCTOR Y POWER COMPANY ELECTRICAL RISER DIAGRAM NT5 F fl f E,i iWill 1i—.l;TT.auin:'•3�A Ei,iu ice— II M. LATEST DATE = IN PROCE55 RtV1510N DATE :'`-'CRIPTION : 06/2i/05 071/20/04 E.KO. #1511 Mi ....Cf)BVIS .-i=nx ass-��goo A AHN6TON AVE EAST, UK FL SW N U. z IL a� 11! U '� Z wu 0 m � � 0 � ut o6 lu Q0 � X� aw p !i 1L vl Z 0 cd cry ad alp art p r m N m It J N 0 J a U z J } W Q W p Z � <Q< O c W¢ > V c Q V H 0 Q DATE RELEASE DATE SCALE AS NOTED DRAM sY = MT AUTOCAD PILE NA1-e 1991 ENOINEER or- RECORD = DANSCO ENGINEERING, P.A. SPIFFY DESCRIPTION , ELECTRICAL PLAN 16 2' -01 1 FICA. �' S��13ACK COf?N��5�1" �A��LING ANb 5PACIN6 5HIN6I.� P\OOF GARAGE RIGHT 2 25 Pairr�- end Mark DUE TO DEFLECTION DIFFERENTIAL (SEE STRONGBACK LETTER IN ENG, PACK) 2X} STICK LUMBER 24 O.0 MAX IN LINE WI14 JACKS DROPPED FLAT TOPS OF HIPS FOR FRAM I (GIRDER NOT DROPP D> TRUSSES AFTER DROP e 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 it ATR W/5" EMBED & SIMPSON SET EPDXY RIGHT 2520 MGT 1 4200 22-1 Od & 5/8" ATR W/5" EMBED & SIMPSON SET EPDXY B6G LEFT 1280 MTS18 2 1720 28-10d x 3 RIGHT 1280 LPTA 1 1535 15-10d x 1 1 Z2" C1 G LEFT 773 LPTA 1 1535 15-10d x 1 1 2" RIGHT 1129 MTS18 2 1720 28-10d x 3" 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 18d GUN NAILS ATTENTIONI 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.) /m 11-011 - 2'-011-011 12'-011 1 /4" = V-0" LATEST DATE : IN PROCESS REVISION DATE DESCRIP11ON 08/27/03 07/20/04 E.W.O. #1371 0)m t ....davis .......... TES'`��'�i!1.��'�2�rt±'f�It�GF'" SAX 815-82�00 400 AAWON AVE EAST, OL08W1A, H. 3W CV l; Cn CA a 10 z C� =X ziq 1jj e z z °� m Lt 'N Cri s U N m� x� Z IC IC Ic � LC Cd03 Cd OInCd Cm14 It W m 0 � W � a Q N � U J } rQ V J W IU 8 8 Q v qc W > O O 0 <�< J O O 0 f- Q DATE RELEASE DATE SCALE : AS (VOTED DRAWN BY. MT AUTOCAD FILE NAME ENGINEER OF RECORD DANSCO ENGINEERING, P.A. SHEET DESCRIPTION : FLOOR TRUSS LAYOUT •A• & •S• �5 A9, 11-01 16 2 ,0 1�Y�ICAr 7' S��I3ACK CO�N��5�1' �AI3�IrING ANb 5PACIN6 5HIN6I.� P\\'00F FLM ( GARAGE RIGHT _1 2,5 12 Fainted end Mark 2'SIMLUMBER O.0 MAX IN LINE W1714 JACKS DROPPED FLAT TOPS OF HIPS FOR FRAMI (GIRDER NOT DROPP D) 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 it 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 28-10d x 3 RIGHT 1280 LPTA 1 1535 15-10d x 1 1 2" C1 G LEFT 773 LPTA 1 1535 15-10d x 1 1 2' RIGHT 1129 MTS18 2 1720 2 —10d x 3'1 D1G FRONT 1000 LPTA 1 1535 15-10d x 1 1 2 REAR 1000 HUS26-2 1 1235 8-16d 743 M TS 18 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 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 i -411 141-011 24' -811 T -01 1 2' _01 I i �O.l � 12'-0'' 7 1 01 I V% n 0 PLT. HT. ® 12'-8 11 /16" ROOF FRAMNG PLAN qpcw 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 POR11ON OF THIS DRAWING ONLY. ■ = vis PAX 815-$9.#B:. 0 400 AH.NATOII AVE EAST, 0J9YA6, R. W x� La�4 IL W _LL ? m ci%z5 LU A is a �(L Z a: ac � » 0 Cd ad ad 06 0j Q o° r N IO 0)m 1 10 � N J Q U W Q W -I&IW J O V W O V J O 1— DATE RELEASE DATE SCALE : AS NOTED DRAWN BY MT AUTOCAD FlLE NAME 1991 ENGINEER OF RECORD DANSCO ENGINEERING, P.A. SHEET DESCRIPTION : FLOOR TRUSS LAYOUT 'B' I 'I''-11 1 F, I IiT�I�1�i'i'T.IG 7�:T-j STRUGTURAL MOTES I. SPEG I F I GATI ONS I. I. GONSTRUGTION I. I. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. I. 2. AGI 530/A5GE 5/TM5 402-qq ff AGI 550, I/A5GE 6/TM5 ro02-qq SPE6IFIGATION5 FOR MASONRY STRUCTURES. I. 1. 3. A5TM G2-10-c12, G4-76-q1, AND G90-QO SPECIFICATIONS FOR MASONRY STRUCTURES 1. I. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL r AGCOMPANYING SUPPLEMENTS. 1. I. 5. FLORIDA BUILDING CODE (FBG), 2001 EDITION 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISG) CITH EDITION. I. I. 7. "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE (TPU Igg5 EDITION. 1. 2 . DES I ON : I. 2. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 2. 2. AGI 530/A5GE 5/TM5 402-qq t AGI 550, I/A5GE 6/TM5 602-qq SPECIFICATIONS FOR MASONRY STRUCTURES. I. 2. 3. ASTM G270-q2, G476-q1, AND G110-qO SPECIFICATIONS FOR MASONRY STRUCTURES 1. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) I. 2. 6. FLORIDA BUILDING CODE (FBG), 2001 EDITION I. 3. SHOP DRANINOS : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRANIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAHIN05 ARE TO BE SIGNED AND SEALED BY A FLA. RE6. PE. AND SHALL INCLUDE : DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REOUIREMENT5, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS. 2. DES I C-7N LOADS 2.1. DEAD LOADS 2. i. I. UNIT HEIGHT OF SOIL, COMPAGTED : 120 PGF 2. 1. 2. UNIT I^EIGHT OF REINFORCED CONCRETE 150 PGF 2. 1. 3. UNIT HEIGHT OF 8" G.M.U. BLOCK : 40 PSF 2. 1. 4. IST FLOOR SUPERIMPOSED LOAD 20 P5F 2. 1. 5. UNIT HEIGHT OF 2x4 PARTITION HALLS : II PSF 2. I. 6. UNIT HEIGHT OF 2x6 BEARING HALLS : 12 PSF 2. 1. 7. BALCONIES 8 PECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD 15 PSF BOTTOM GHORD 10 PSF 2. I. q. SHINGLE ROOF TOP CHORD 7 PSF BOTTOM CHORD 10 P5F 2. I. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS : 2. 2. 1. SIDEHALK AND DRIVEWAY LOAD 200 P5F 2.2.2. GARAGE LOADS: 50 P5F 2.2.5. CORRIDORS AND BATHROOMS: 80 P5F 2.2.4. PARTITIONED ROOMS: 40 P5F 2.2.5. BALCONY AND DECKS : 40 PSF 2. 2. 6. STAIRHAYS AND LANDING-5: 40 P5F 2.2.7. ROOF: 20 PSF 2. 2. 8. FLOOR TRU55 TOP CHORD MINIMUM: 40 P5F 2. 2. q. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF i F. a a 2. 3. RAILING LOADS : 2. 3. I. ALL RAILING AND GUARD RAIL 5Y5TEM'S 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'S ARE TO BE DESIGNED TO NITH5TAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DONNHARD AT THE TOP OF THE GUARDRAIL 2.5.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO HIT145TAND 200lb CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE 5Y5TEM. 2.3.4. 2.3.1., 2.5.2 4 2.53. 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. NINO DE51ON TO BE GONDUCTED IN ACCORDANCE HITH SECT. 1606 OF THE FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND 67U5T, EXPOSURE "B", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDING. 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.5. DEFLEGTIONS 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 DESIGN METHOD 3 I LOPED FACTOR DESIGN 3. I. I. THE LOAD FACTOR DE51GN METHOD WAS USED TO PE516N GA5T-IN-PLACE CONCRETE SLABS AND FOOTINGS 5. 2. SERV I GE LOAD DES ON 3. 2. I. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3. S. LOPED COMBINATIONS FOR LFRO DESIGNS THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL OL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + HL TOTAL DL + WL 5.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RE515T THE WORST LOAD GOM13INATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL; AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3. 4. DESON ASSUMPTIONS : 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALL5 UNLESS 5HOHN OTHERWI5E IN THE DESIGN PLANS. 4. MATERIALS 4.1. RE I NFORG I NO STEEL : 4. I. I. REINFORGIN6 STEEL SHALL BE A5TM A615-q4 GRADE 40, f'y = 40 Ksl 4. I. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HOHN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORCING DETAIL DIMEN51ON5 ARE OUT TO OUT OF BARS. 4. I. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD 5TRENOTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. OE51ON COVER REQUIREMENT5 0-1-P CONCRETE FORMED AGAINST EARTH; 3" G-I-P GONCRETE EXPOSED TO EXTERIOR: 2" G-I-P CONCRETE NOT EXPOSED : 1 1/2" GROUT FILLED MASONRY: 3/4" PRE 5TRE55ED CONCRETE LINTELS (ADD. REBAR IN) : 1 1/2" PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2" 4. 1. 7. MELDED HIRE FABRIC (WHF): ASTM A185-clOa. 4. I. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION. 4. 2. GONGRETE 4. 2. I. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) 6-1-P CONCRETE (NORMAL HEIGHT) 2,500 Psi 2,850 K51 G-I-P GROUT 2,500 Psi 2,850 K51 PRE CAST CONCRETE LINTELS 5,000 Psi 5,122 Ksi PRE 5TRE55ED CONCRETE LINTELS 5,000 Psi 4,030 Ksl 4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX HITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.5. GROUT SHALL GON515T OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX HITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS HILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN ACGORPANGE HITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLAB5 (EXCLUDING EXTERIOR WALKWAYS s DRIVEWAYS) 3 1/2" MIN. THICKNE-55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 HWF MID -DEPTH OF 5LA8. FIBER MESH MAY BE USED I.L.O. HHF @ CONTRACTORS DISCRETION. 4. 2.1. CONCRETE PLACEMENT PRACTIGES SHALL BE IN ACCORDANCE W/ ALL AGI- MCP Iggq STANDARDS. 4. 3. CONCRETE MA50NRY : 4. 3. I. FILLED GELLS H/ (1) #5 BAR SHALL BE LOCATED @ 8'-0" O.G. MAX, @ BOTH SIDES OF OPENIN65 6-0" NIOE OR MORE, 0 THE HIGH SIDE OF ALL MASONRY HALL STEPS, 8 ® ALL GHANGE5 IN DIRECTION OF THE MASONRY NALL5. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM G90- 10, TYPE II NON -MOISTURE CONTROLLED. 4.3.5. ALL CELLS � CAVITIES BELOW GRADE HILL BE FILLED N/ CONCRETE IN ALL STEM HALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE HITH THE SPECIFICATIONS A5 STATED. 4.3.6. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4. 3. 7. LINTELS SUPPLIED 13Y APPROVED MANUFACTURER: 1) FEGP/GAST-GRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4) LOTT 5) MARION MASONRY 6) HIEKHA STRUGTURAL MOTES 4.4. STRUGTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING WALL5 S.P.F., fb = 675 P51, E = 1200 K51 ALL EXTERIOR FRAMING 5.P.F., fb = 615 PSI, E = 1200 Ksi 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED U51NG S.P.F. , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP l U.N.O. 4.4.5. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALL5 SHALL BE APA RATED SHEATHING EXP I U.N.O. 4.4.4. IF OSB BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRU55E5 IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5" BY THE AN51/TPI I-Igg5, HIB-ql AND 05T-88. 4. 4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME WALLS SHALL HAVE 7/8" STUGGO FIN15H PER A5TM G. q26. APPLY 3 LAYERS W/ THICKNESS OF 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK. EACH, AND 3RD LAYER I/8" THICK. 4. 5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : A5TM A36-361-1 q4 Fy = 36 K51 ROUND METAL PIPE : A5TM A53-q4, GRADE B Fy = 35 K51 SQUARE METAL TUBING : ASTM A500-614, GRADE B Fy = 46Ksi HIGH 5TRENGTH BOLTS : A5TM A325- 14 MACHINE BOLTS: GALVANIZED A5TM A307-q4 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsINITH Gq0 GALVANIZED COATING IN AGGORDANGE KITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF : COMMON HIRE NAILS KITH MINIMUM DIAMETER AS FOLLOH5 : Sd = 0.115", IOd = 0.128", 12d = 0.125", 16d = 0.135". 4.5.4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE GOATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWN5, BEAM HANGER5, JOI5T HANGER5, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE KITH THE PLANS AND SPECIFICATIONS. 4.5.1. CONCRETE EMBEDDED 'J' BOLT5 USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5PAGIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE HITH THE DESIGN PLANS, U.N.O. ALTERNATE-5 TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT. 4. 6. MICRO -LAM LUMBER: 4. 6. 1. MIGRO-LAM 5TRE55 GRADE5 SHALL PROVIDE THE FOLLOWIN6 MINIMUM PROPERTIES: E = 2,000,000 P51 Flo = 2,6150 P51 Ft = 1850 PSI Fc = 500 P51 (PERPENDICULAR) Fc = 2300 (PARALLEL) Fv = 285 P51 4. -T. STEEL: 4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.1.2. FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN ACCORDANCE HITH A.I.S.G. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 5TRUGTURAL STEEL: ASTM A36-36M c14. 4. 7. 4. STEEL TUBING: A5TM A500-q4, GRADE B. 4. 7• 5.. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM 51ZE FILLET HELPS 3/16", AN5 CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE NEB STIFFENER PLATES ON EACH SIDE OF THE HEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.1.1. THE 5TEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. STRUGTURAL DOTES 4. 8. SOIL: 4. 8. I. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. 4. 8. 2. ALL SOIL 15 TO BE GLEAN S POISONED FOR TERMITES PER FBG 2001 SECTIONS 104.2.6, 104.2.7, 1403.1.6, 1503.4.4, 1816, Ici167.5, 2303.1.4, ff 2304. TERMITE PROTEGTI ON - PLANS MUST SPEG I FY TYPE OF TERMITE TREATMENT 0 Soil Chemical Barrier Method a Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, 15 an approved termite protection system or method. IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED 1. FBG 104.2.E - "A permanent sign which Identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign Shall be posted near the water heater or electric panel" 2. FBG 1503.4.4 - Condensate and roof downspouts shall discharge at least 1'-0" away from the building 51de walls. 3. FBG 1503.4.4 - Irrigation/sprinkler systems 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 cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBG 1816.1.1 - initial treatment shall be done after all excavation and backfill is complete. 6. FBG 1816.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBG I816.1.3 - 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. 8. FBG 1816.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment 15 required. q. FBG 1816.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior roil treatment. 10. FBG 1816.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. IL FBG 1816.1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier 15 applied, shall be retreated, 12. FBG 1816.1.-T - All buildings are required to have pre -construction treatment.. 13. FBG 1816.1.7 - A certificate of compliance must be issued to the building department byy a licensed pert control company before a certificate of occupancy will be 155ued. T P, certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBG 2503.1.5 - After all work is completed, loose wood and fill must be removed from below and within 1'-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. 8. 3. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-qI ATTENTION: CHEMICAL CHANGES iN PRESSURE TREATEO WOODS AS OF DECEMSER 318T, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER SE PRODUCED FOR RESIDENTiAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE $EEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. iT IS THE CONTRACTOR'S RESPONS181LITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CSA-A, OR CA-5 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SSX) DOES NOT, A1RE\ASED 08-15-03 AoCREATED 01-02-02 120 MPH 3 SEC. GUST ❑ SAMUEL A. GcREEN5ERG, P.E. *34245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRWIN J. SENSON, P.E. 049156 ❑ AL I A55AS HAKIM, P.E. S6186 TO THE BEST OF THE ENGINEER'S 1040U-EDW AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160E FOR 120 MPH 3 SECOND GUST, EXPOSURE 15' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. Sr*m AND SEALED FOR THE STRUCTURAL. PORTION OF THIS DRAWING ONLY. -�- h I I TT 71 � i JiT II I I. i l!Tl� ill &:L➢T1 Li 9i U l l Al � i s l i71�Mil A l TT i, l Lr; r ri - T r - 5TfiRUGTURAL. NOTES REG2U I RED SAFETY O LAZ I NO IN HAZARDOUS LOGATI ONS (RE: FBC, 2405.2.1) 2405.1 General. Individual glazed areas including glass mirrors in hazardous locations such as those indicated in 2405.2 shall pass the test requirements of GP50 16-GFR, Part 1201 or by comparative test shall be proven to produce or least equivalent performances. Exceptions: 1. Polished wire glass installed in fire doors, fire windows and view panels in fire resistant walls and hazardous locations in 2405.2.1(3) and 2405.2.1(4) shall comply with ANSI Zci7.l. 2. Approved plastic materials used as glazing In hazardous locations shall comply with ANSI ZQ7.1. 2405.2 Hazardous Locations 2405.2.1 The following shall be considered specific hazardous locations for the purpose of glazing: I. Glazin in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. alozing in doors and walls of enclosures for h t tubs, whirlpools, saunas, steam rooms, bathtubs, showers trod otn r such facilities where such aqlazinaq is located 36 inches t�14 mm) or less, measured ho'rizonCaliy, from a standing or walking surface within the enclosure and where the bottom edge of the exposed glazing is less than 60 inches (1524 mm), measured vertically, above such standing or walking surface. 3. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical ed e is within a 24-inc"h (610 mm) radius of the door in a closed position and whose bottom edge, is less than 60 inches (1524 mm) above the floor or walking surface. Exception: I. Glazinqq in walls perpendicular to the plane of the door in a closed position in Group R3 or witFiin dwelling units in Group R2 shall be subject to 2405.2.1(4). 4 Glazincql in an Individual fixed or operable panel, other than those locations described in items 2 and 3 abode, that meets ail of the following conditions: 4.1 Exposed arep 2 of an individual pane greater than G sq. ft. (004.m ) 4.2 Bottom edge less than 18, inches (457 mm) above the floor. 4.5 Top edge greater than 56 inches N14 mm) above the floor. 4.4 One or more walking surfaces within 36 inches (cT14 mm) horizontally of the plane of the glazing. 5. All glazing in railings regardless of area or height above a walking surfaces including structural baluster panels and non structural in - fills panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools and spas where the bottom exposed edge of the glazing 19: (1) less than 60 inches (1525 mm) above the walking surface on the pool side of the lazing, and (2) the glazing is within 60 inches (1525 mm) horizontally of the Hater's edge of a swimming pool or spa. This shall apply to single glazing and all panes in multiple glazing. I ca o 1 m cc I m :® 13 sm x m m GOMPONENT � GLADDINO DESIGN PRESSURE (120 MPH, 3 SEC. GU5T, 2.1/12 TO 6.61/12 PITCH, EXPOSURE B, IMPORTANGE FACTOR=1) (PSF) TRIBUTARY ) AREA ROOF WALL 10 14A -50.1 25.G -34.7 20 13.6 -45.4 24.7 -32.4 50 1 LCT -3a.3 23.2 -2cl.3 100 10.5 -34.7 22.0 -26 A 125 10.5 -34 7 213 -262 NOTES: I FOR EFFEGTI VE AREAS OR WIND SPEEDS BETWEEN TH05E GIVEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD A5500IATED WITH THE LOWER EFFEGTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXP05URE BY MULTIPLYING BY ADJUSTMENT COEFFIGIENT5 IN TABLE 1606.20 OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS 51CN5 SIGNIFY PRESSURES ACTING TOWARD AND AHAY FROM THE BUILDING 5URFAGE5. PREGAST LINTEL 5 A F E C-CRAV I T'i' LOAD TABLE LEND TH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED 2'-10" (34") PRECAST 2302 6,861 3'-6" (42") PRECAST 2302 6,039 4'-0" (48") PRECAST 2,029 4,657 4'-6" (54") PRECAST 1,624 3,662 5'-4" (64") PRECAST 1,184 3,241 5-10"(64") PRECAST 972 2,718 6'-6" (78") PRECAST 937 2,332 7'-6" (90") PRECAST 767 2,040 9'-4" (112") PRECAST 573 1,529 10'-6" (126") PRECAST 456 1,392 11'-4" (136") PRECAST 445 1,234 12'-0" (144") PRECAST 414 1,140 13'-4" (160") PRECAST 362 1,073 14'-O" (168") PRECAST 338 1,003 14'-8" (1.76") PRE STRESSED N.R. 1,370 15'-4" 184" PRE STRESSED N.R. 1,203 17'-4" (206") PRE STRESSED N.R. 950 19'-4" (232") PRE STRESSED N.R. 750 21'-4" 252" PRE STRESSED N.R. 610 22'-0" (264") PRE STRESSED N.R. 570 24'-0" (288") PRE STRESSED N.R. 470 - SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS. - PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED PRECAST MANUFACTURERS. (SEE SECT 4.3) - FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK -OUT BLOCK ABOVE THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TiME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) C3 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TiGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 20 ga. PANEL ANCHOR --% 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) -1 STRIP 1/4' EXPANSION BOLT (2 PER ANCHOR) STRIP O6' MIN. LAP SPLICE W/ REINFORCING 6' MIN. PANEL LAP SPLICE SEALANT NOTEi SEE GLASS BLOCK INSTALLATION NOTES. CLASS BLOCK DETAIL * (110mph FASTEST WIND= 13OMPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) ROOF DIAPHRAGM NAILING SCHEDULE RIbGF I INF + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + +_1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + cn + + + + + + + + + + + + + + + + + + + ,+ " + + 6'-0" (T•p.) + " 6-0 +++ + + 6-0 + + + + + + + + + + + + + + + + + + + + + + + Z + + + + + + + i + + + + + + + + r + + + ++ o 7+++++ + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + C=1>j `-RIDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE 1 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE 8d COMMON NAILS 0 6" O.C. & + + 4" O.C. 0 GABLE END WALL OR GABLE TRUSS + + .131OX2 1/2" LONG GUNNAIL 0 4" O.C. .12003" LONG GUNNAIL 0 4" O.G. .11302" LONG GUNNAIL 0 3" O.C. .099OX2 1/4" LONG GUNNAIL 0 3" O.C. 8d COMMON NAILS 0 6" O.C. EDGES & 8d COMMON NAILS 0 12" O.C. INTERMEDIATE .131OX2 1/2" LONG GUNNAIL 0 4" O.C. EDGES & 8" O.C. INTERMEDIATE .12003" LONG GUNNAIL 0 4" O.C. EDGES & 8" O.C. INTERMEDIATE .11302" LONG GUNNAIL 0 3" O.C. EDGES (STAGGERED) & 8" O.C. INTERMEDIATE NOTE. 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WAND SPEED. 0990X2 1/4" LONG GUNNAIL ® 3" O.C. EDGES & 6" O.C. INTERMEDIATE 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAILING PATTERN. ❑ SAMUEL A. GREENSERG-c, P.E. #34245 ❑ T1-IU`I' H. HUYNH, P.E. 060122 ❑ IRUJIN J. SENSON, P.E. #4915& ❑ ALi ABBAS HAKIM, P.E- wo(oi86 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160ro FOR 120 MPH 3 SECOND GUST, EXPOSURE '15' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE DATE iT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. DAN5CO AoCREATED 01-02-02 ENC-iNEERiNG, f =A. P.O. 130X 3400 - APOLLO BEACH - FLORIDA - 33512 2 MPH PHONE- (813) 645 0166 FAX- (813) 645 WW 1® ©C ENT ON THIS THESE SPROJECT. ANY REPRODUCTION OR UAND DENS ARE THE JOINT NAUTHORIZED RIZED USE ITY OF DANSCO S PROHIBITED. - 003AND THE 3 SEC. GUST SEAL LENNAR HOMES SCALE NOTED D%AUN S.V. NOTE. IT IS THE BEGINS. DAN COACTORS ENGIINEERIING P.A. ISITY TO REVIEW ALL DRAWINGS ESPONS BLE FOR THE STRUCBTtU�RAL INTEGRITY UC OFTHIS�A"M 1/2/02 TAMPA DIVISION N: /BLOCKS/STD 2001 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, ALED�+ /� NOTES DRAWINGS MUST BE BROUGHTTOBTHE IATTENT10NNG DOF DAN CO ENGINEERING P.AS, AND THESE SIGNED AND . PRIOR TO STr%wC:TURAL NO 1 ES 4 TA15LES THE COMMENCEMENT OF CONSTRUCTION. DE JOS NO. PM - 502-T 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 1x2 P.T. HORIZONTAL NAILER STD. 90° HOOK (SEE DETAIL) P R4.2 MIN. INSULATION ON EXT BLOCK WALLS PRE ENGINEERED WOOD TRUSS CAD 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 17 12" U.N.O. 12" ALUMINUM VENTILATED SOFFIT 8%8"X16" KNOCK -OUT BLOCK W/ 1#5' CONT. FILLED TA SOLID W/GROUT •• C.M.U. TYPICAL 1 x2 PT WD FURRING ® 24" 0. C. TYPE "S" MORTAR / I ] 1 2" GYPSUM ARCHITECTURAL WALLBOARD U.N.O. FINISH FL (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1 x4 P.T. BASE NAILE 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL 3 1 /4" BASEBOARD 6x6 W1.4xW1.4 WWF = STD. 90° HOOK OR FIBERMESH (SEE DETAIL) CONCRETE SLAB WITH BROOM MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES CONC. SLAB z c Z 00 eD /, 6 MIL VAPOR BARRIER D ; D z M (2) #5 REBAR CONT. 3 MIN. CLR• CLEAN POISONED AND COMP. ON 3" CHAIRS TYP. \ SOIL. (COMPACTED TO 95% MODIFIED U.N.O. 1 _4" PROCTOR ASTM D1557) HUD COMPLIANT 71'P I C,4L W,4LL. 5E CT I ON 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 p 3 1 /2"- 4" -1 m' \ \\\\/ MIN. / NOTE: (2) #5 CONT. /,�//\��/�jHILTI 1/2"0 KWIK BOLT II W/ 6" EMBEDMENT MAY BE " J, V-4" 8" USED IN LIEU OF ANCHOR BOLTS. a� V � m w T r =IC,4L INTERIOR 5EARING WALL � o �a o P- o It- SC,4LE: 3/4"= P-0" D . SEE SEC. A/S1 ° FOR ADDITIONAL SLAB INFORMATION oCID- �� ®CD 3 m g- •o $ N N Z �.j00 J � � x :n •o ¢ w w y m s +- ;mm AJ m� op r 10 6X6 W1.4XW1.4 WWF OR FIBERMESH GRADE - X� (1) #5 CONT. If 4" 8" 21 MIN. TYPICAL THICKENED 5LA5 EDGE m n SCALE: 3/4"=1'-O" w SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION -_ ELEV. VARIES 1" x 2" FURRING " x 6" ROUGH SAWN CEDAR 1 a2x4 SPRUCE SUB FASCIA " U.N.O. 12" ALUMINUM VENTILATED SOFFIT ALTERNATE 1=,45CIA SCALE: 3/4" =1' -0" ssg� CONTINUOUS TO FOOTER BELOW 90° }-TOOK DETAIL K.O. BLOCK LOAD BEARING OR ---- EXTERIOR WALL 1/2"0 ANCHOR BOLTS ® 24" O.C. W/ NUT & WASHER (1) SIMPSON SP1 TYP.---,, 8%8%16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1 x4 P.T. BASE NAILE I u u u u 1 5 VERT. IN FILL CELLS # i u u u n L====- __� �I _---JL--- --- _�L-- - __� JL __- - _ — r -ir -r---- — — — — =� FIRST. BLOCK TO BE 3/4" BASEBOARD (SEE FDN. PLAN FOR LOCATION) I u u u N u I II u u 11 n SET IN MORTAR MIN. 2500 PSI W z i II it II if II I II II II u n CONC. SLAB J » » a 4 x4 INSPECTION PORT AT -----JL_----- L=__------JL---------JL--.-------- -___ ,---------- ir- -it------ -ir----------,r---- I II tl II II 6X6 W1.4XW1.4 WWF V) / EACH FILLED CELL TYPICAL C.I » » I II II' II �t II 8 x4 x16 NOMINAL I II a II .� 11 3/8" MORTAR BETWEEN OR FIBERMESH QBLOCK HEADER_ BLOCK U.N.O. �MORTAR WITH 3/8" I ° _ _ II II .- _ ------- -- — — -- _ _—__—_—_—_--_ _ ---_—_ ------ BETWEEN r ii ,r ii ii �►- �I ^ SLAB &BLOCK d COURSES I I II u u u I u u e - _ Z C14 m . ILL N u I u I II II II I u -- L---------JL-------_ JL — —---_JL---- ---- �I = ,r---------�r-- ELEV. 0'-0" o GRADE Z ,�, _ , „ I n u n o ELEV. -0 -5 1 /4 _________�L_ ____�L--------CD - ° ° °. 4. e °;• A.F.F. Z \ A.F.F. • •� a• . ° : ° •� °. �• : ° . . °. ° . ELEV. -0'-4 1 4" � r 6 MIL VAPOR BARRIER . \� \/\\/\\/\\/\ .°.°.: 00 ¢ i- » ° .. ° ' ° z 2 x6 RIPPED TO ACTUAL 4 1 /4 WIDE A.F.F. o _ ' // // //. C:)o °.°OR 2y'x4" WITH 3/4" FURRING°°.4 CLEAN POISONED AND COMP. �: a _ \\/\\%\\/ NOTES: `� e a v N SOIL. (95% MODIFIED PROCTOR //�//�/ 1. FILL ALL CELLS BELOW GRADE WHEN a ' ..GARAGE DEPTH °. PER ASTM D1557) WHEN STEM WALL IS LESS THAN 40 VARIES ° ` ° ° a 3 MIN. CLR. D. 90° HOOK ABOVE GRADE. ° . ° ° ` °' ° (2) #5 REBAR CONT. (SEE DETAIL) 2• FOR STEMWALLS GREATER THAN ON 3" CHAIR 1,_4„ 40" HIGH CONSULT ENGINEER. ALTERNATE 5TE1-IUJALL FOOTING �,4 GARAGE 5LA5 AT 5TEP 5 5C,4LE: 3/4'=i'-0" 51 5C4LE:3/4"=1'-0" �J1 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 1 /2" MIN. PLYWOOD SHEATHING NAILED , 20" MIN. LAP 2x S.P.F. STUDS @ 16" O.C. W/ 8d COMMON NAILS ® 4" O/C BOUNDARIES, 2x STUD 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. 3 OR #4 REINFORCING BAR 8" C.M.U. (2) ROWS OF 2x BLOCKIN 2x STUDS 0 16" O/C '3 4 #4 LAP SPLICE 10, 1,0 = 1"x P.T. STUD ® THIRD POINTS R11 25" MIN. LAP #5 VERT. IN FILLED CELL 1/2"0 x 8" "J" BOLT @ 24" O/C W/ 2"OX 3/16" PLATE WASHER TYPICAL 7/8" STUCCO FINISH PER ASTM C. 926 „ „ „ „ 1/2 x 6 J BOLT NOTE: APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK „� nruirnnnuin BAR #`' REINFORCING BAR ® 24" O.C. VERT. HILTI 1/2"b KWIK BOLT it W/ 8" MIN. EMBEDMENT MAY EACH. 3RD LAYER 1/8" THICK. #Es LAP SPLICE BE USED IN LIEU OF ANCHOR BOLTS. SIMPSON SP1 ® EA. STUD 36" MIN. LAP = 2x P.T. PLATE 6x6 W1.4xW1.4 WWF REINFORCING BAR OR FIBERMESH 2X P.T. PLATE orb LAP SPLICE 17 R M / // ° . FINISH RADE p D• D .\ = z \ 6 MIL VAPOR BARRIER \ i = _ / ///\ CLEAN POISONED AND COMP. / D // I / / :2 #5 REINFORCING BAR R 1 7 8 SOIL. (COMPACTED TO 95% MODIFIE \ D PROCTOR ASTM D1557) / / /\ \ �\\.\�. *5 STD. 'Boo NOOK FR,41" « UJ,4LL TO C.M.U. UJr4LL CONNECTION D T�VPIC,4L EXTERIOR 1=R,41`1E 1.U,4LL FOOTING rE SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO \M BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) S.P.F. DOUBLE TOP PLATE--' TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR TOE NAILS @ 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. ® COMMON PTS FOR WALL HGT. > 8'-6". BOUNDARIES, 6" O.C. 0 EDGES, 19 AND @ 12" O.C. @ FIELD SIMPSON 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 °. 1, 31/42'- MIN. MIN. \ / (2) #5 CON . 4" 1'-4" " MIN. U.N.O. T�rf=IC4L SEARING WALL w STEP ( C NOTE: SCALE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1/2' MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1 /2"0 KWIK BOLT II EXTENDS UP STUD. W 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR SIMPSON SP1'S 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 PLATES --TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SCALE: 3/4 =1 -� 51 SIMPSON SP2 CONNECTO TOE NAILS @ EACH END SEE A/S1 FOR MORE SLAB INFORMATION SCALE: /a'=It- 0' S1 RE5AR DETAIL5 1= 211x S.P.F. (OR EQUAL) STUDS ®16" O.C. U.N.O. SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SCALE: N.T.S.jj (1) ROW 2x BLOCKING ®MID HGT. FOR 19 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 _ 00 1=INI5�4 TEXTURE 5REA< SCALE: N.T.S. P.T. 2x4 1 /2" GYP. BD. SOLE PLATE HOLD GYP. BD. 1 /2"FROM SLAB CONT. BEAD z SEALANT BLOCK WALL BEYOND �'•." °' <INTERIOR 4. XPANSION JOINT-\ ftA- a d n H.D. RECESS HILTI X-CF NAILS ® 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 AV 2X STUDS 0 24" O.C. U.N.O. 1 /2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. GARAGE BEAD U N .O. SEAL U.NANT 6X6 W1.401.4 WWF OR FIBERMESH I . � 4 3 MIN. CLEARANCE 6 MIL (2) 45 CONT. I " VAPOR BARRIER 8" 1'-4" I, 8" 1 -4 ON 3" CHAIRS (TYP.) (2) #5 STEEL (CONT..) G,4RAGE DOOR 5LA5 RECE55 ON CHAIRS SCALE: N.T.5_ SEE A/S1 FOR MORE SLAB INFORMATION 3/4" RECESS FOR S.G.D. 6X6 W1.4XW1.4 WWF OR FIBERMESH _I CN o A. V IN (2) #5 CONT. 4" 1 V-4" " OPTION 01 5L,45: STEP 4 RECE55 e INTERIOR WALL 5LA5 5 SEE A/S1 FOR MORE SLAB INFORMATION EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL THICKEN. SLAB EDGE BETWEEN 3/4" RECESS FOR S.G.D. DOOR FRAMES AS SHOWN 6X6 OR FIBERMESH WWF FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O. _ d--a —�0 N Z ° °° \4. \\ 6X6 W1.4XW1.4 WWF (2) #5 CONT. OR FIBERMESH „ n ,_ n „ (1) #5 CONT. OPTION #2 SCALE: 3/4"= P-ID" SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 6" MIN. GRAD FOOTING DEPTH SEE SCHEDULE PAD REINFORCEMENT (SEE SCHEDULE) ' NON - E3RG. K 6C41-E:3/4"=1'-0" 51 FOOLING WIDTH SEE SCHEDULE MASONRY WALL AND PAD FOOTING EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. 3 1 /2" MIN. FOOTING BEYOND 3" MIN. CLEARANCE FATIC COLU1„IN 1=TG. DETAIL SCALE: 3/4N.T.6. WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ® 3rd PTS FOR WALL HGT. > 8'-6". 1 /2"Ox8" ANCHOR BOLT O 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 • OR FIBERMESH 3 1 /2n-03 4n MIN. MIN. \ \ (2) #5 CON 4„ ,_ n n U.N.O. MIN. ALTERNATE TYPICAL 5EARING WALL e 5TEP W/O SMEAR WALL CC NOTE: SCALE:3/4"=1'-0° 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"o KWIK BOLT II EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR REQUIRED W THIS ALT. BOLTS. ❑ SAMUEL A. GFEENBERG, P.F. 034245 ❑ THUY H. HUYNH, P.E. 060122 ❑ IRUJIN J. SENSON, P.E. -049158 ❑ AL I ASBAS HAKIM, P.E. 056186 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND 5ELIF-F, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE '8' 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. �,QN5C0 ENGINEERING, P.A. PA. BOX 3400 - APOLLO BEAC14 - FLORIOA - 33512 PHONE - (813) 645 0166 FAX - (813) 645 %W 120 MPH �4510 OTHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 3 SEC. GUST SEAL LENNAR HOMES SCALENoTM oRAu1N B.V. TAMPA DIVISION DATE 1/2/02 N: /BLOCKS/STD 2001 SECTIONS, DETAILS, NOTES 81 " S „ MAX. KNO -OUT BLOCK NOTCH LINTEL WHERE REQUIRED 12 RE -ENGINEERED WOOD TRUSSES Q 24 0/C I I --GIRDER TRUSS W/ F) #5 FOR CONCRETE PLACEMENT a� m u m m _ a PLIFT CONNECTOR (SEE SCHEDULE) —PREFAB CHIMNEY CAP N SIMPSON SEE ELEV. SEE OUBLE 2"x4" S.P.F. TOP PLATE SIMPSON H5 AT FLASHING H TT16 TYP. 7/8" STUCCO FINISH PER ASTM C. 926 EACH JOINT TYP. 2"x4 BLOCKING (SEE MANUF. ATTACH BLOCKING " IMPSON MTS12 c;� EA. CORNER SPECS. FOR MINIMUM DISTANCE) TO TRUSSES Wf SIMPSON SLOPE APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" - A34 ANGLE TYPICAL RE -ENGINEERED EXTERIOR FINISH OVER METAL LATH. FIRST 2 LAYERS 3/8" a¢ is:WOOD TRUSSES THICK EACH. 3RD LAYER 1/6 THICK. Zz PREFAB CHIMNEY f 2X TOP PLATE CRICKET AS REQUIRED M�� } /� �� REFAB CHIMNEY ASSEMBLY BLOCKING 0 MID POINT WHEN CCKETI 5/8"� THRU • o - - +- a CHIMNEY EXCEEDS 6 -fl IN HEIGHT z ------ o GALV. METAL — =a, o FLASHING I I J� ABOLT 1 /2" SHEATHING OR O.S.B. acr- 0 2"x4" STUDS 0 16" O.C. MAX. SIMPSON SP2 @ EA. STUD cv a 2"X4" ® 16" O.C. MAX. "x4" BLOCKNG TYP. MIL. FLASHING SIMPSON HTT162 X B.U.0 CRICKET �/ RTORTRUSSES NTH8d COMMONSS TOP CHORD TYP, FASTENED kGALV. WIRE NAILS ®4" 0/C BOUNDARIES r 6" 0/C EDGES & 8" O/C FIELD ='= SECTION11,4-,411 TYPICAL CHIMEY DETAILS F PSON MTS12 0 EA. CORNER TYPICAL HTT16 TO STD. 90° HOOK 2"x BUILT-UP COLUMN FILL CELL BOND BEAM CONT #5 BAR o 8-16d NAILS - °O ° CONT. #5 ° ° 5/8"Ox8" "J" BOLT OR 5/8.0 HILII KWIK BOLT II BAR STD. so° — HOOK W/ MIN. 8" EMBEDMENT IF9 I I _ u OUBLE 2"x4" BLOCKING SCALE. N.T.S. S2 - NOTES: ; SCALE: 3/4 -0 SUILT UP COLUMN DETAIL 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. CO SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 0 N�A O #5 NFROM F U TION 2X4 PT STUDS 0 16" O.C. OR (1)2X4PT STUD = _ �.?" 2 a VERIFY THAT ALL REINFORCEMENT ® OPENINGS LESS THAN OR EQUAL TO 6'-0" TO HIGT HEST BON A 5IMPSON STRONG 0 24 O.C. UNDER COMMON TRUSS W/ (2) 2X4 HAS BEEN PLACED PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTT1ro 1\( PT STUDS UNDER HIP CARTER/GIRDER TRUSS ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 5OND SEAM STEP DETAIL � MAIN SPAN ROOF TRUSS SIMPSON HUSC48 CONCEALED FLANGE ABOVE) siMPSON LSTA14 SCALE: N.T.S. S2 UPLIFT CONNECTOR (SEE SCHEDULE) AANGER W/ (6) 1Od INTO BEAM & C 2X4 BLOCKING 24 O/C STAGGERED (TYP.) TYPICAL FILLED -SCALE: N.Ts. 52 SIMPSON META20 @ EA. STUD 6) X 1 3/4" INTO BTAPCONS SEE FLOOR PLAN NOTES L INTEL ASSEM5LY G 10d NAILS ® 6" FOR REQUIRED CONNECTION MOISTURE BARRIER S"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND F11 I ED W/ 2500 PSI GROUT 1 #5 VERT. IN CONC. FILLED CE11 W/ STD. 90' HOOK IN K.O. BLOCK KNEEWALL A50VE MASONRY WALL DETAIL r E SCALE: N.T.S. 52 4/`VENT OR 2ND FLOOR " TYPICAL C.M.U. WALL (2) 2 X 8 BEAM TRANSOM OPENING 7'-4" A.F.F. PRECAST RECESS LINTEL (FILLED) #5 REBA DOOR OPENING Mill' • • • • • RECAST LINTEL W1 (1) #5 CO IN OPENINGS GREATER •" WIDE OPENING - • - - IIII Mmill holm oll ilium lily I�II� um ■��� MEIN �101 O.C. STAGGERED z A TRANSOM— FRAMING SIMPSON DTC Q 0 0BEYOND _ EA. BLOCKING 16d NAILS 0 16" O/C TYP. 2-ROWS 16d NAILS STAGGERED ® 16" O/C EACH FACE OR .3 W� 16d NAILS STAGGERED 0 16 O/C FOR 2"x10" OR GREATER HEAD SCALE: N.T.S. S2 SIMPSON STC W/ TRUSS BOTTOM CHORD OR lio EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5/88 8" 7 5/8"� 8" 7 5/8�� 8" PLYWOOD 2X8 WALL TOE NAILS 0 EACH END (24" O.C. MAX) SHEATHING ABOVE ENTRY 2"x4" CRIPPLE FOR 1 52 K.O. BLOCK (1) OPENINGS fi'-0" OR DOUBLE HEADER W/ 1/2" • Bp W 1 5 CONT. /O # LESS & 2ll 2" X 4" c FLITCH PLATE U.N.O. S� „ 1/4 MIN. SPACE SOLID AREAS EEL AND SOLID AREAS & FILLED CRIPPLE CAR OPENING 6'-0" OR GREATER 2x TOP PLATE ❑ GARE ROUT ❑ ARE STEEL AND PLYWOOD ANCHOR BOLT F�L II ppNND gg������KK��N AS RELINED FASTMN 0 OTE: 2-16d NAILS 0 INTERIOR WA SAW CUT TO 10 1/2" SAW CUT TO 10 1/2" FULL 8x8x16 BLOCK MASONRY SHEATHING UNLESS N 2)16d0OTHERWISE16 O/C �.� " 24 O.C. OR EQUAL TO TRUSS WALL BELOW NCHOR BOLTS Q 24" BOTTOM CHORD OR BLOCKING CAN BE USED IN LIEU OF SIMPSON — — ® -DOOR OPENING— — —DOOR OPENING OPENING—CL O.C. MAX. (MIN. (2) ASONRY WALL © - 2"x4" STUDS TYP. STC STRAP " - — i�f -DOOR PER BOTTOM PLATE) 2x STUD Q 24 O.C. MAX. 1/2 MINIMUM CEMENT FINISH \ © FILL THIS CAVITY WITH © FILL THIS CAVITY WITH FILL THIS CAVITY WITH SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED oo GRAVITY GAP = 1262 Ibs) EE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO ❑ FLOOR GRADE TO FLOOR GRADE TO 11 STANDARD 3" DIA. TEE " C SIMPSON CONNECTIONS EQUAL Q 12" O.C. STAGGERED ❑ LINTEL ABOVE. LINTEL ABOVE. ❑ LINTEL ABOVE, 3/4 FURRING STRIPS SIMPSON SIMPSON M BO . LATE TO CONCRETE ❑ „ LINTELS ,4T ENTRY FA35 SP2 A35 �o _ ---------- --- - � --- THREADED 3 DIA. EXTENSION DOOR W/TRANJ' Ol"I : , e : o„ op P.T. BOT. PLATE 2x P T PLATE X6 W1.4XW1.4 Will 1/2 GYPSUM BOARD DD 2X4 TOP FHA 1ST COARSE 2ND COARSE 3RD COARSE lo W DRYWALL SCREWS UPLIFT CONNECTIONS Nc OR FIBERMESH / NOT TO SCALE �. PLATE REQUIRED AT LOAD S2 MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE FOG�OhAN3FDU�TAP (3" DIA.} Q 8" O.C. OR 4d -�-�, ��\ OVERLAPPING BEARING WALLS —— _ _ a� _ COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE o DRYWALL NAILS d- - - �` WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. DOOR JAMB LOAD BEARING/EXTERIOR TYPICAL INTERIOR NON -SEARING WALL DETAIL i MA50NRY LAYOUT NAILED INTO tOd NAILS ®6" WALL HEADER DETAIL Q D 11 3-1/4" LONG X 3/16"0 TAPCON. FRAMITRANSNG STAGGERED N SCALE: .T.S. S2 SCALE: N.T.S. 52 SCALE: N.T.S. 82 INTO BLOCK@ SPACING PER MANUFACTURE TRANSOM FRAMING 1X4 P.T. SEE SECTION AA/S1 AND 1 D ETAI L BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " FORM CONCRETE INSET TO DETAILS CREATE A SOLID BASE FOR BLOCK 1/2' DRYWALL,.,1 X 4 FURRING SIMPSON SP1 REFER TO PAGE SDW2 FOR WALL ABOVE. MIN. EXTENSION FROM EXTERIOR /ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYW00 DOOR JAMB W 1 4" X 2-1/2" S.D.S. NCHOR BOLTS ® Tl'PIC,4L GARAGE DOOR SCRAP MATERIAL FACE OF BLOCK WALL IS 1 1/2" / / SIMPSON SIMPSON 35 TRACK MOUNTING DETAIL K TYPICAL SECTION THRU WINDOW 5 MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. � 12" O.C. RECESS A35 24" O.C. MAX FACE OF BLOCK WALL IS 2 1/4" TO DRAIN LINTEL SCALE.- N.T.S. S2 3/16"� X 3" LONG TAPCONS STAGGERED X4- _ a :. a 2X4 P.T. SCALE: N.r.s. �j2 la-1 o (� 16 O.C. 2-ROWS INTO MASONRY - ° �. °- - PLATE THROUGH 1 x4 P.T. & 1 x8 P.T. �-1 X 8 P. • 4 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS TO WALL CLEAN -OUT rA , GARAGE DOOR ACK MOUNTING BRACKET RECEIVEFOR GARAGE SHEDOOR AND TO ALLOW SCALE: N.T.S. 1-1/2 D ETAI L 3/16" x 3 -1/2" TAPCON cj2 ARAGE DOOR TRACK 2x4 NOM. KEEP STIFFENER BACK FROM SIDES ENOUGH ANCHOR BOLTS 0 24" O.C. MAX. SIMPSON SIMPSON ( ) 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 GARAGE DOOR ROLLER CONNECTION ASSEMBLY TOP SPLICE @ 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 X4 P.T. SEE PLAN FOR SIZE TRq VE pi ON OF _::: _'_:' MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END OUBLE 10d 2X4 STUDS ®24" O.C. ' SIMSPON META 16 ( ) GARGE'��z PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2 1 A DETAIL 2 X 8 P.T. c / 1 /2" DRYWALL 1 X4 FURRING SIMPSON SIMPSON SIMPSON A35 SP2 A35 10d @ 8" O/C n n DOOR JAMB W 1 /4 X 3 S.D.S. i0d NAILS ®4" 1/2" ANCHOR BOLT Q STAGGERED 24 O.C. MAX. MIN. (2) 1 X 4 �. ♦ PER BOTTOM PLATE 2X4 P.T. 3/16 0 X 3-1/2" LONG TAPCONS STAGGERED X8 IlkSECTION PLATE �� NAILED INTO b OTTOM SPLICE STAGGERED Q 16 O.C. 2-ROWS INTO MASONRY 1X8 �, \ TRANSOM .. OVER STUD THROUGH 1x8 P.T. & 2x8 P.T. FRAMING NOTE: PLATE LENGTHS MUST BE " 3 DETAIL 1 X 4 FURRING TRANSOM FRAMING PLYWOOD SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 ` WIRE NAILS E 4" BOUNDARIES AT LEAST 8'-0" LONG. TYPICAL 1/2 DRYWALL " BBjS1 FOR ADDITIONAL- 6 O/C EDGES & 88 O/C FIELD TOP P1�ATE vI='LIGE DET,4[L 1� DOOR JAMB W 1 f4" X 4-1/2" S.D.S. 12" O.C. SCALE: N.T.S_ S2 SIMPSON SP1 10d 12" O.C. 1 4 2X2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS RECESS IN ELS -SIMPSON SIMPSON A35 A SIMPSON LSTA12 @ 24" 2X8 STAGGERED @ 16 O.C. 2-ROWS INTO MASONRYr/ F! TRANSOM OPENING 7'-4" A.F. . PRECAST RECESS LINTEL FILLED #5 REB DOOR OPENING GARAGE ENTRY FORM DETAIL -. �', '' -•: .: • . , :. *..:`-,.•.:: � :. .:, MOUNTING BASE SHOWN POURED CONCRETE BASE FOR IN POSITION BLOCK KE FpARLGARAGESppSpQEDpQR TO B� 2"OABOOUNTINIS BASE ND WATER SHED ORW/aRF GARAGE FLOOR. 2x6 MOUNTING BASE THIS DRAWING. 8x8x16 C.M.U. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. zGARAGE FLOOR MOUNTING BASE NOT > SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK IS MOUNTING 5,45E DETAIL POURED IN PLACE CONCRETE SEE TGRRAOoRA��G��E FFNNFLOOR SLAB SCALE: N.T.S. �GENERALH ❑ DOUBLE 2x TOP PLATE STAGGERED (FOR SHORT 3 —1 4 DETAIL e - a d . : a . a a . SIMPSON META16 UPLIFT GAP = 1500 LBS ( ) NOTES E A. GREENBERG P E.3�245 SPAN PROVIDE 2 STRAPS ON FOR DRA NAGED ❑ TI-IUY P. 14UYNP, P.E. %0122 EACH END MIN.) 5UILDOUT 'a OVER SIZE DOOR- 2X8 P.T. BOTTOM PLATE FR,4MING DETAILS LINTELS AT ENTRY 2x BLOCKING Q EACH END W/ 10d �INDOUJ ROUGH OPENINGS CG D ,4�OYE ENTRY DOOR W/TRANSOi"I ❑ IRWIN J. SENSON, P.E. 049l58 x Q 4" O.C. FROM EACH HEADER NOT t0 SCALE S2 ANCHOR BOLTS 0 24" O.C. MAX. (MIN. NOt TO SCALE NOT TO SCALE S2 S2 ❑ ,4LI A88,4S 4-I,4KIM, F.E. '�56"i8� FACE TO BLOCKING C (2) PER BOTTOM PLATE) • SEE PLAN FOR FOOTING TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE (2) 2x HEADER DIMENSIONS STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 2 x 8 P.T. BUCK -CONNECT TO BLOCK SECTION 2 x 8 BUCK -CONNECT TO BLOCK WITH 3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) SECTION FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND VARIES 2x BOTTOM PLATE W/ (1) 1Od X 3" W/ 3/16" x 3 1/4" TAPCON 1„ A -A "MAX. B-B GARAGE ENTRY FINISHED GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). „ Q 12 O.C. TO EACH HEADER FACE " ( 1 1/4 MIN. EMBEDMENT INTO BLK.) 4 MAX. BTwN. ARCH BLKG. &PBUCK 2�-0" 8". 4 Z -0 8 MASONRY DETAIL � THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE 3/16" x 3" TAPCONS BLOCK HEADER SOLID BLKG. AT TOP DATE IT IS SIGNED AND SEALEL . ' 2 X I'O (1 I INJ FRAME 1 X 4 FURRING BTWN. ARCH BLKG UC &BK SCALE: N.T.S. �' 2 SIGNED AND SEALED FOR THE STRUCTURAL PORTION of THIS III �� � ER D -j- � I W J- 1 X 4 FURRING �1� BUG AT 8" O.C. DRAWING ONLY. BLOCK HEADER 8d NAILS 0 8 O.C. AT BUCK 2 x 8 VERT. W� (2) lOd NAILS (2) 2x4 TOP PLATE SIMPSON LSTA12 @ 24'> STAGGERED (FOR SHORT (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. T ON THE INSIDE TO ALLOW FOR PROVIDE 2 x 8 DIAG. BRACE BTWN. VERT. BRACES WHEN AT Fla. E D -- -" PROVIDE (2 ) MIN. TAPCON AT EA. SIDE AiREVISED 1/2" DRYWALL INSULATION TO BE INSTALLED " BUCK - (1) WITHIN 08-15-03 p SPAN PROVIDE 2 STRAPS ON 2 8 45 DIAGONAL HGT. OF BRACE EXCEEDS 24 " ������������ I - �- EACH END MIN.) 2 x 8 45 DIAGONAL 7/16" OSB x BRACE AT EA. FACE OF ARCH W/ (3) 1Od 2 x 8 VERT. LEAVE A CUT OUT IN O.S.B. INSIDE ALLOW 4 MIN. OF START OF ARCH Ao CREATED 01-02-02 PLO- SOX 34" _ APOLLO 5EAC 4 _ PLOR10A _ 335'12 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT Fla. END BRACE(S) INSULATION BE �7 �?9S D3MN'GGS POLY -CELL IN THIS AREA 1 2O MPH @ �(SESE AND DESIGNS AARRE THE JOINT PROPERTY OF DANSSCO ENGINEERING, E ��� OCllENT ON THIS PROJECT- ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. BUILT UP PLWD. BUCK - (4) 10d NAILS INTO 7/16" OSB 3 SEC. GUST — 2003 SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK -----_ARCH PANEL } 2x HEADER W/" Va4L ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO START OF ARC LNNAR HOMES 2 x 4 FRAME YWOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS 4' MAX Rol WALL HEADER DETAIL INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 10d NAILS OF BRACE INSTALL WDW, SCREW I I THRU OSB INTO 2 x 8 SCALE NOTED DPAALN 5.v. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS THRU OSB INTO 2 x 8 START OF ARC ANCHOR INTO ARCH BLKG. EQUAL EQUAL TAMPA DIVISION D 12/12/P�2 N: /BLOCKS/STD 2001 WALL HEADER c DETAILSr,4,4 PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD. PER INSTALLATION DETAILS ,L�RC}-� D-I-,�IL �j�j ARCH DETAIL DETAILS OR THRU 1-1/2" THK. OR MORE BUC WITHIN 6" MIN. OF START OF ARCH NOT 70 SCALE yam' NOTES SCtlO'�1�, DETAILS, SCALE: N.T.S. Cj2 NOT t0 SCALE 82 S2 DE JOB NO. PM - 502-T Sa /-BACKNAIL W/ (2) 16d NAILS I „_, _• _, , , . _ _. _.. _ .. . lnel •Ii1TL'C AAIII. Al Al11Al/, Jtt SIKUC;IUKAL SCHEDULE FOR NUItS ANU NAILING SHEATHING DETAIL 71 2"x4" OUTLOOKER 0 24" O.C. --- -"'-- - — SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS (OPTIONAL - SEE ELEVATIONS) 2"x4" OUTLOOKER 0 24" O.C. SIMPSON H10 OR EQUAL 0 EA. OUTLOOKER ° TOP COmRI!CKN'G\FOR FIRST FOUR ROWS 45° t OF TRUSSES ®EDGES OF SHEATHING TYPIC AL k� TOP CORD BLOCIN K OF TRUSSES FIRST FOUR ROWS ' FOR OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE SIMPSO H10 OR EQUAL I I`\ 2 "x4" CROSS BRACE 4" AT RIDGE FASTENED I ®EA. UTLOOKER AT EACH JOINT W/ MAX. I 24' MAX. 7/8" STUCCO FINISH PER ASTM C. 926 SIMPSON LSTA12 0 EA. S D AT RIDGE FASTENED (2) 1Odx3" "L" APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" AT EACH JOINT W/ 1Odx3" I BRACE TO EXTEND AT LEAST I 90% OF WEB LENGTH (SEE TABLE) INIMUM 2"x4" CROSS BRACING SEE PLAN OVER METAL LATH. FlRST DYERS 3/8" THICK EACH. 3RD LAYER 1 8 THICK. 3 (2) 2x6 FRAMED WALL — SEE ^48"0. 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS"7/8 " FOR LOCATIONS) WALL SECTION FOR SPACING 1/2- CDX PLYWOOD OR 7/16" OVER METAL LATH. FIRST ,SAYERS 3/8 2x6 P.T. SILL I a w 2"x4" PANEL BLO KING @ OSB SHEATHING ATTACHED W/ 10d THICK EACH. 3RD LAYER 1/8 THICK. ABLE TRUSS I 2) 16d PER JOINT FOR THE FIRST (4) FROM EA. END ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. TOP & BOTTOM " 2"x4" PANEL BLOCKING ® 48" O.C. I 1/2" CDX PLYWOOD OR 7/16 OSB a _ ATTACHED W/ (2) . FIELD 16-d TOENAILS FOR THE FIRST 8'-0" OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. (2) 16d NAILS (2) FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD T BLOCKING ATTACHED W/ (2) 16-d TOENAILS I 10dx3"® 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 .' ON11N000S BOTTOM CORD BRACING 1"x4" MIN. GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH WITH 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 MOISTURE BARRIER ASTM C1002 FOR FIRST 8'-0" 10dx3" 0 4" O/C nx " BRACE SEE [-CONTINUOUS BOTTOM CORIJ �Ili'll��� Ill 11 1111111116. BRACING '83) X 0 0 Io , �'w 0 'w 0 0 0 ?< Ci to END JACK II'-0' MAX. ->F C�' O CORNER JAC � Y U w Z c> `""'_` \51MP50N META20 OR EQUAL ® 4-0' 1) Jtt IKU55 MANUI•AUIUKtKJ IKUJS LNUINLLKINU LTOP & BOTTOM CORD GYPSUM WALL BOARD FASTENED O.C. TYPICAL CRO3 C Cx DETAIL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING WITH 8d COOLER NAILS OR 1 1 //4" LONG GABLE END BRACING 2"x4" LEDGER (MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH AS C1002 SCALE: N.T.S. rj3 THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR CHORD SLOPE F ADJACENT TRUSS) FOR FIRST 8'-0" FROM END WALL 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UPLIFT CONNECT I ONS — HIP EfR X I INC. 0 4" O/C TYPICAL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 1/2"0 ANCHOR BOLT 0 48" O.C. * USE SIMPSON META20 (OR BETTER) CONNECTORS SECTION 3 MINIMUM 6" FROM PLATE SPLICES S CT I ON 1 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L. (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS © FRAME WALLS & SIMPSON H5 W/ 3/16"x2"sb PLATE WASHER SCALE: N.T.S. SCALE: N.T.S. 53 AS PER HIB 91 SCALE: N.T.S. 53 @ HIP JACK TO FRAME WALLS. rj3 SEE STRUCTURAL NOTES AND NAILING .� SCHEDULE FOR SHEATHING DETAIL 2X4 T BLOCKING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING @ 48" O.C. 2"x4" OUTLOOKER ® 24" O/C "L" BRACE I i 16d NAIL m 7/8" STUCCO FINISH PER ASTM C. 926 x APPLY 3 LAYERS W/ TOTAL THICKNESS"7/8" ATTACHED W/ 10d NAILS OVER METAL LATH. FIRST SAYERS 3/8 ©4" O.C. TYPICAL N THICK EACH. 3RD LAYER 1 8 THICK. PRE-ENGINEEREDOVERLAP TRugS i3R,4CING TOP CORD BLOCKING FOR FIRST FOUR R W 114- MPSON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6' OVERLAP z it UJ cA OF TRUSS S 0 EDGES OF SHEATHING TYPICALEA. OUTLOOKER GABLE TRUSS WE 2"x4" CROSS BRACE AX. , AT RIDGE FASTENEDDOUBLE "L" BRAGINCx DETAIL AT EACH JOINT W/ BRACE TO EXTEND AT LEAST SCALE: N.T.S_ 53 (2) 10dx3" % OF WEB LENGTH (SEE TABLE)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 OSB SHEATHING ATTACHED W/ 10d 2X4 "T" BLOCKING 2"x4" PANEL LOCKING ®48 F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS NAILS ®6" O.C. EDGES AND 12" O.C.o.c. 2x4 BLOCKING @ 48" O.C. (D = 0.148% L = 3") OR EQUAL (D = 0.207% L = 4 1/2") OR EQUAL D = 0.207", L = 4 1 2 OR EQUAL FOR THE FIRST (4) ROWS OF TRU I FIELD ( / ") FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS INIMUM (2) 16d PER JOINT ATTACHED W/ (2) 16-d TOENAILS INIMUM 2"x4" TRUSS BRACING 16d NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. IMPSON HGA10 0 36' O.C. L BRACE I I OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SCREWS OR EQUAL 2"x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH C�? 4 O.C. TYPICAL OF THE THICKNESS OF THE LAST 10dx3" ®4" 0/C LAMINATION 5) FOR 5-PLY, PROVIDE 1/4" DIA. 5/8" OR 1/2" CEILING DENSE TUD WALL (SEE TYP. SEC.) TRUSS BRACING OVERLAP DETAIL x 7" LAG SCREWS OR EQUAL GYPSUM WALL BOARD FASTENED 3) EACH 3ED COMMON NAIL MAY BE (SPACE AS SHOWN FOR 3-PLY) WITH 8d COOLER NAILS OR 1 1/4" LONG SCALE: N.T.S. S3 GABLE TRUSS WEB-1REPLACED W/ (2) 16d COMMON NAILS. 6) REFER TO NDS SECTION 15.3 DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 ® (ONE INTO EACH OUTSIDE FACE OF FOR ADDITIONAL INFORMATION ASTM C1002 FOR FIRST 8'-0" EACH STUD B.U.C., SAME NUMBER OF ROWS, FROM END WALL 0 4" O/C TYPICAL SINGLE "L11 BRACING DETAIL (p SAME SPACING) DBL. S.P.F.TOP PLATE SCALE: N.T.S. �j3 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S SCALE: N.T.S.rJ. 3 SECTION4 1 ABLE TRUSS 4 ABLE TRUSS 63 "L" BRACE W/ 1Od 0 4" O/C SCALE: N.T.S. 53 S3 1 (SEE SCHEDULE FOR SIZE "L" BRACE W/ 1Od ® 4" O.C. 12 AND LOCATION) 12 (SEE SCHEDULE FOR SIZE >7 7 1 MAX. ND LOCATION) g TOENAIL W/ (2) 16d NAILS 5 53 1Odx3" O/C 0 6" O/C TYPICAL 53 ()1dOPR4" O.C.W/20ERJOINT 'L' BRACING REQUIREMENTS STUD SPACING "L" NO 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" 1 10'-0" — 14'-0" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" FULL #2 S.P.F. @ EACH VERTICAL AND HEIGHT @ DIAPHRAGM BLOCKING NOTE: 6 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, 6 I 2"x 53 "RUNNERS 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. 4— ..... ......... ... .......... .......... .......... ......... ....... .......... .......... ......... .....:.. ... ALTERNATE NON -DROP GABLE END DETAIL ONT, BEARING ONT. BEARING DBL. TOP PLATE STUDS 0 16" O.C. SIMPSON SP2 SCALE: N.T.S. GA5LE END 5R4CING DETAIL SIMPSON HGA10 ® EACH STUD MEAN WALL HEIGHT UP TO 30'70" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. G,45LE END 5RAC It NCB DETA I L MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. ❑ SAMUEL A. G-�fi2EEN8ERC�, P.E. #342�5 ❑ THU1' H. 1-IUYNN, P.E. 1060122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS ❑ IRWIN J. BENSON, P.E. *4g 158 SCHEDULE FOR SHEATHING DETAIL ❑ AL I ,4BSAS HAKIM, P.E. S&-(8(0 2"x4" OUTLOOKER ®24" O.C. 3 53gr 12 OUBLE TOP PLATE SCISSOR TRUSS 45* t SIMPSON H2.5 OR EQUAL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND $ELIEF, THE 7 MAX. TOP CORD BLOCKING FOR FIRST FOUR RO 0 NEA. OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLYWITH 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"® 24" 0/C. CMID HEIGHT GUST, EXPOSURE 'S' WIND ZONE (2001 EDITION). GABLE TRUSS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE I 2X4 KICKER® 8'-0" o/c. TRUSS VERTICAL Al REVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2"x4" CROSS BRACE 2X4 BRACING ®48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS — — -- o „ 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) -- o (2) 2 x8 L BRACE FASTENED AoCREATED 01-02-02 DRAWING ONLY. ATTACHED W/ 2-10d 0 EA. TRUSS (2) 1Odx3" SIMPSON #3 WITH 8-8d WITH (3) 16d PER SIDE SIMPSON LSTA12 TYP. (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TIP BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) ABLE TRUSS DIAPHRAGM BLOCKING. %� I I 0 48" 0/C GYPSUM WALL BOARD I 1 /2" CDX PLYWOOD OR 7/16" OSB * I� (* �1�t ��r �I 2"x4" LEDGE (MATCH BOTTO SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. SCISSOR CABLE "T' 5R4CE i�t 4-F, CHORD SLO OF ADJACENT I EDGES AND 12 O.C. FIELD P.U. BOX 3400 - APOLLO BEACH - FLORIDA - 33512 SCISSOR SS) OISTURE BARRIER AS PER HIB 91 SCALE.-N.T.S. S3 Pi-IOI�iE - (813) 645 0166 Es, �4F,4�C - 1813) hob 9698 2"x4" PANEL BLOCKING � 48" O.C. 12O M P H Es, ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL WENT ON THIS PROJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. — 2003 COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD 0 6'-0" O.C. TYPICAL 3 SEC. GUST ATTACHED W/ (2) 16-d TOENAILS 2"x6" P.T. SILL ALTERNATE SIMPSON '-0"LSTA18O .SEAL L ENNAR HOMES SCISSOR TRUSS W1 DROP CEILING BRACING DETAIL 1/2"0 ANCHOR BOLT 0 48" O.C. STRAIGHT STRAP LE W0" 0/C V TUDS ®16" O.C. ALIGNED WITH GABLE WEB. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NTS ATTACH TO TRUSS W/7-10dx1 1/2- SCALE NOTED 0W&N B.Y. AND TO MASONRY W/ (3) TAMPA DIVISION 3/16"x 2 1/4" TAPCONS. DATE 1/2/02 N: /BLOCKS/STD 2001 5 CT I ONK02� TRUSS BRACING DETAILS AND NOTES UJAOOD 1GFfitA1"IED SC�A5� E NAND �Si�� C GNC�D DETAIL—Al.SCALE: N.T.-S. SCALE: N.T.S. �53 DE JOB NO. PM - 5021 63 PIGURE 1: PL,46-41NG INSTALLATION ASPHALT SEALANT: EXTEND MIN, OF 6" OUTSIDE OF FLASHING DID FLU PIGURE 2: WALL { -S FL,45HING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET; MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) EXTERRWALLAFINIS WALL 6' X 18' H GALV. FLASHING CONT- PLASTER STOP — ROOF SHINGLES 6'X18'HGALV. FLASHING CONT.---, ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL ELASHINCH DETAILS NOTE: THIS DETAIL IS REQUIRED 6' HORIZ; AT ALL VERTICAL WALL INTERSECTIONS --LT WITH ROOF VALLEYS & ROOF CRICKETS. ELA61—IING DETAIL >41 CRICKETZKNEEWALL INlER5ECTI0N FILEREF; (SD4)KNGSTN.FLSHDET/SD (NO SCALE) TEXTURED, PAINTED EXTERIOR WALL FINISH v v v v v v v v v vvvvvvvvvvvv vv vvvvvvvvvvvv vvvvvv v v v v v v v v v v v vvvv v v v v v v v v v v v v vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvv vvvvv vvvvvvvvvvvvv vvvvvvvvvvvvvvvvv vvvvvvvv vvvvvvvvv vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvv HOLD EXTERIOR vvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv FINISH 2" ABOVE v v v v v v v vvvvvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v vvvvvvv;VVVV'7'7V�V'7'7V777VVV7VVVV7VVVVVVVVVVV vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v ROOF vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvv v v v v v v v v vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v FLASHING vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v v v v v v v d' p v v v v v v v v v v v v v v v v v v v v v v vvvvvvv v v v v v v v v v v v v v_yo—.x vvvvv v vvvvv vvv v v v v v ' v v v v v d p vvvvvv vvv vvv vvv ,q v v v v v v v v p p v vv a d CAULKING v vvvv 9 _`_z 4 vvvv ' D vvvv � d ,d vvv vvv 4 `4 v v v v v i v v v v v vvvvvv 4 4 - vvv c d � D d p d `p d` ASPHALT SEALANT,. 6 TO 12' EXTEND MIN, 6' ABOVE PER PLAN FLASHING SPECS, 6' HIGH DIVERTER = FLASHING GALV. 'L' FLASHING m ,� i� — _ — TYPICAL, = _ _ _ _ _ OOFING FELT ----- --- DRIP EDGE v— — — — — — — — — -- — - - ASCIA cm a� � v 1 L i Cc cc e Ca m i 3 m x m FIGURE 3: CORNER DETAIL a FLA5HING INSTALLATION "s — a � a � ' NOTE: IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. .--EXISTING U-BLOCK W/ 1 05 CONT. DRILL 3/VX5' MIN. 44OLE �- SET BAR IN EPDXY CAP TO PREVENT LEAKAGE "5Xrc' EMBEDDED INTO EXISTING U-BLOCK LINTEL ` FILL CELL FULL HEIGHT W/ NON -SHRINK GROUT A I 4SX6' EMBEDDED INTO ExISTING FOOTING -DRILL 31-'X5' MIN. 4.4OLE / SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL N.TA 2-45X6' IN CONC. FILLED CELL I q6AUr-UT 5ECTION A SCALE: NTS I UPLIFT CAPACITY - 595 FOR I STRAP = IAW FOR 2 STRAPS PRE-ENGINEERED TRUSS SIMPSON R" STRAP (4) SDS 14'xlli2' 0 14414' TITENS BEAM PRODUGT CONTROL NOTIGE OF ACCEPTANCE MIAM1 - DADE GOUNTY, FLORIDA MAUFAGTURER - O S ROOF I NO PRODUGTS GOMPANY, I NG. PRODUCT AGGEPTANGE # EXPIRATION DATE: F=IREHALT 2000 0I-0503.03 06 / 14 / 2006 F=IREHALT 2000 AR 01-0503.03 06 / 14 / 2006 LANDMARK 30 0I-0503.03 06 / 14 / 2006 LANDMARK 30 AR 0I-0503.03 06 / 14 / 2006 LANDMARK 40 01-0505.03 06 / 14 / 2006 LANDMARK 40 AR 01-0503.05 06/14/ 2006 NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. 0 R 0 eQE e �M p d9 ire e T tend e ra 1 +;1 ov e5 a °pu e6ge l k, �Ml, arr°n°o dr�P use fsed elage �5 64NGLE DETAIL N.T.S. ❑ SAMUEL A. CiREENBERG, F.E. *34245 ❑ THUY H. HUYNH, P.E. ob0122 ❑ IRWIN J, BENSON, P.E. 049i58 ❑ AL I ABBAS HAKIM, P.E. 056156 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 16 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF T4416 DRAWING ONLY. PR01=ER IN5TALLATION MAX. 8" •) FILL SOLID STD. 90' HOO K (TYP.)L 110/a 7/ E FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN #5 FtEBAR ♦♦ UNACCEPTABLE IN5TALLTION ♦♦ DO NOT DO THI5 , ♦♦, #5 REBAR (TYP,)� ♦♦♦ ,*� 90° HOOK (TYP.) Ar7 I ♦ f � II ♦ ,� f2 NOTCH W r1� ♦ ST COURSE ♦♦ FILLED CELL INSTALLATION � SCALE: N.T.s. S3.1 DANeco 1\ REVISED 08-15-03 ENGINEERING, PA. A CREATED 02-27-02 P.O. BOX 3400 - APOLLO BEACH- FLORIDA - 33512 PHONE - (813) 645 0166 FAX - (813) 645 S6W THESE DRAWNG120 MPH E0 '4510 ©CLIENT ON THISSPRO ECT.SANY REPRODUCTION OR AND DEIGNS ARE THE JOINTOPERTY UNAUfHORIZED USE SOF DANSCON PIREHIBITED. - A0NO3 THE 3 SEC. GUST SEAL LENNAR WOMESE SCALNOTED ofRo4wN S.Y. DATE 2/21/02 TAMPA DIVISION N: /BLOCKS/STD 2001 FRAMING CONNECTIONS im EXT. WALLS DE JOB NO. PM - 502-T 53,1 -. 1 REFER TO SECTION IA 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 CHORD BLOCKING INFORMATION SCISSOR TRUSS x4" RAT RUN BRACING SCISSOR TRUSS i ice/ \\ �\ ��' 24"0 O.C.C. ON TOP OF BOTTOM i 1 /4" TO 1 /2" GAP BETWEEN 1. CHORD FOR (4) TRUSS SPANS TOP PLATE & TRUSS ATTACHED W/ 2-16d @ EACC g i i TRUSS JOINT SIMPSON A44 W/ 8- 1Od @ 48" O.C. 2" x 4" BLOCKING END NAILED W/ 2-16d @ 24" D.C. (MAX.) WOOD FRAME EXT. WALL 2" x 4" BLOCKING (TURNED SIMPSON SP2 @ FLAT NAILED TO TOP PLATE W/ —10d PAILS SIMPSON A44 W/ 8— 1 /2" NOMINAL PLYWOOD OR 1 pd @ 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 @ EVERY OTHER STUD 2x8 STUDS AT 16" O.C. EVERY OTHER STUD 1 /4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS 2x8 STUDS AT 16" O.C. a SIMPSON SP1 @ EVERY OTHER STUD 1 /2" NOMINAL PLYWOOD OR o O.S.B. NAILED W/ 8d NAILS @ K.O. BLOCK W 1 1 /2 NOMINAL PLYWOOD OR O.S.B. / ( ) 0 4" O.C. BOUNDARIES, 6" O.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 EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 6 3 1" / — K.Q. 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) 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-5EARING EXT. KNEE -WALLr"5'� MASONRY WALL (DESIGNED AS CANTILEVERED) SCALE: 3/4' = v-0" S�J NON-5EAfRING EXT. 'KNEE -WALL C SCALE-, 3/4®= 1'-0. NON-5EAfRING EXT. <NEE -WALL rA SCALE.- 3/4" = 1'-0" S� REFER TO SECTION 1A ON SHEET S3.1 FOR X—BRACING, AND TOP SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS \ / CHORD BLOCKING INFORMATION SIMPSON H 10 OR EQUAL-:, 2x4 OUTLOOKER ® 24" O.C. °MAN @ EA. OUTLOOKER \ WOOD TRUSSES i 2x4 RAT RUN BRACING ° SIMPSON A34 CONNECTOR x � „ ° 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 BCHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL 24' MAX TRUUSS S SPANS ATTACHED PRECAST (NOTE: MAINTAIN MIN. W/ 2 - 16d AT EA. TRUSS 8d @ 6"o/c 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED BLOCKING, ON TOP OF PANEL 1 7/8" EDGE DIST. ON PRECAST) JOINT I FASTEN WITH 1 /2" COX PLYWOOD OR 7/16" OSB NAILS @ EACH END @ 24" O/C (TYP) AT EACH JOINT W/ 1Od x 3" @ 4" O/C ( SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24' O/C (2) 1Od x 3" @REACH CON(N) 1 24 3" ° ° ° EDGES AND 12" O.C. FIELD 1 �2" HIGH STRENGTH OR 5/8" GYP. W/ 2 — 16d TOENAILS @ EA. END GABLE TRUSS MASONRY WALL 4 MIN WB W/ 1 3/8" DRYWALL NAILS OR CEILING ( DRYWALL SCREWS 7" O/C CEILING ARCHITECTURAL FINISH RIDGE "L" BRACE TO EXTEND AT LEAST & 8" O/C WALLS 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) 2 x 4 @ 24" O.C. INTERIOR HIP VAULT; SILL 2 x 4 PANEL BLOCKING @ 48" O.C. 6:12 SLOPE CENTER EXT. WALL CONN. a2 x 4 NON-STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. FRAME KNEEWALL NON - L0,4D 5EAfR'ING LOCATION � � INTO BOTTOM CHORD. 2 x 4 P.T. 1 Od x 3" @ 3" O/C THROUGH REFER TO DETAIL A/Si FOR MORE INFO. SIMPSON A34 MOISTURE BARRIER CHORD INTO 2' x 6 P.T. PLATE SCALE. 3/4' = 1'-0" W/4-8d x 1 1 /2" INTO BLOCKING & (2) BOND BEAM 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) ­45--65- ALT. EXT. WALL CONN. � NON - LOAD 5E,4RING LOCATION 5I-.ALING iRECCUI MMENTS STUD SPACING NO "L" BRACE (1) 2"x4" "L" BRACE (2) "L" 2"x4" BRACE (2) 2"x6" "L" BRACE 16" 010" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-O" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE - (2) 2"x8" (1) 2"x8" FULL #2 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. GREEN5Ei�, P.E_ 03.4245 LONG DRYWALL SCREWS COMPLYING .. WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ TNUI' N. ;-IU1'NN, P.E. (om122 FROM END WALL @ 4" O/C TYPICAL USP LTPA @ 48" O/C (TYP.) ❑ fRWIN J. 5ENS0N, P.E. '04SI58 1 /2" DIA. BOLT @ 24" O.C. ❑ ALI A55AS 1-IAiGIM, F.E. *5618� MINIMUM 6" FROM PLATE SPLICES W/ 3/16" x 2" DIA. PLATE WASHER REFER TO DETAIL A/51 FOR MORE INFO. N.T.S. NOTE: NININ� P� S� 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Ao CREATED 01-02-02 ENGINEERING, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. PA. BOX 3400 - APOLLO DEA W - FL01?10A - 33512 }� ^}- h I I VAULT I I 12 0 MPH PHONE - (813) 645 0166 FAX - (813) 645 %W 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH G,(j 5LE END DE I AIL AT ' 41f= Y AULT F ES 4510 ©THESEWENT ONATHSS AND DESIGN REPRODUCTION HE JOINT N ORPROPERTY HORIZANUSE SN ENGINEERING, P.A. AND THE 10dx3" NAILS @ 4" O/C. 3 SEC. GUST 5C:ALE: N.T.S. cJiJ. TO THE 5EST OF THE ENGINEER'S KNOWLEDGE AND 5ELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE SEAL LENNAR HOMES FLORIDA 15UILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE '5' WIND ZONE (2001 EDITION). SCALE NOTED i'�izAU�l 5_V. THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE ���� TAMPA DIVISION N: BLOCKS STD v. DATE IT IS SIGNED AND SEALED.2001 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS � I DRAWING ONLY. FRAMING MINCE CONNECTIONS o EXT. WALLS DE J05 NO, PM - 502-7 - 0 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. OR • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t TOP CORD BLOCKING FOR FIRST FOUR ROWS 45'f I OF TRUSSES 8 EDGES OF SHEATHING TYPICAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL ( I SIMPSON H10 OR EQUAL \_SIMPSONH10 OR EQUAL 2 48"ROSS BRACEO.0 ® EACH JOINT ( ,0 EA. UTLOOKER ® EA. UTLOOKER I 4 MAX. SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE I , W/(2) 1Odx3" SCHEDULE FOR SHEATHING DETAIL TOENAIL W 24'MAX., I " » X f (2) 16d NAILS ® 48" OX ® EACH JOINT L BRACE TO EXTEND AT LEAST 2x4 OUTLOOKER ® 24" O.C. W/(2) 10dx3" "L" BRACE TO EXTEND AT LEAST X I 90% OF WEB LENGTH (SEE TABLE ON SHEET 90% OF WEB LENGTH (SEE TABLE ON SHEET I S3) ATTACHED W/ 10d NAILS 0 4" O.C. . • S3) ATTACHED W/ 10d NAILS 0 4' O.C. � VERTICAL WEBS 0 GABLE END ' TOP CORD BLOCKING FOR FIRST FOUR ROWS J 45' t VERTICAL WEBS ®GABLE END ARE 0 16" O.C. �, Qp ARE ® 16" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES ®EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL cA 2x4 PANEL BLOCKING ® 48" O.C. I ,,� ® EA. OUTLOOKER 1/2" CDX PLYWOOD OR 7/16" OSB » SHEATHING ATTACHED W/ 10d NAILS ®6' O.C. 2x4 CROSS BRACE I 2x4 PANEL BLOCKING 0 48 O.C. SHEATHING ATTACHED W/ 10d NAILS A 6' O.C. FOR THE FIRST 8'—O OF END WALL I EDGES AND 12' O.C. FIELD ' ® 48" O.0 0 EACH JOINT I FOR THE FIRST 8'-0" OF END WALL I �_ EDGES AND 12" O.C. FIELD FROM EA. END 2) BOTTOM CORD W/(2) 1 Odx3' 4' MAX. FROM EA. END TYP. BOTTOM CORD ( ATTACHEfl Wf (2} 16—d TOENAILS I 2} 16d, ONE ON EACH SIDE OF '1' BLOCKING I 2) 16d, ONE ON EACH SIDE of 'T' BLOCKING " � ATTACHED W/ (2) 16—d TOENAILS � DBL. 2X4 HEADER L BRACE TO EXTEND AT LEAST ( 2) 16d •. 90% OF WEB LENGTH (SEE TABLE ON SHEET S3) • • DBL. 2X4 HEADER 2x4 "T" ON TOP OF PANEL • ATTACHED W/ 10d NAILS ® 4" Q.C. I SIMPSON H10 Utz I BLOCKING, FASTEN WITH OR EQUAL • VERTICAL WEBS 0 GABLE END 0 2x4 T" ON TOP OF PANEL SIMPSON H10 10dx3" 0 4" O/C » BLOCKING, FASTEN WITH OR EQUAL SP2—"'—/ ARE 0 16 O.C. 10dx3" 0 4" O/C OR EQUAL SIMPSON EQUAL SP2 I 0 OR EQUAL i SIMPSON DTC 016"O.C. W/(2) 8d 2x4 PANEL BLOCKING 0 48" O.C. 1/2' CDX PLYWOOD OR 7/16" OSB I SIMPSON DTC 016' O.C. W/(2) 8d 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. 2X4 W/ (4) 10d TO BOTTOM OF GABLE & (4) 8d INTO 2 x 6 SILL PLATE FROM EA. END TYP. BOTTOM CORD I EDGES AND 12" O.C. FIELD 2X4 W/ (4) 1Od 2x6 SILL PLATE AT EACH END ATTACHED W/ (2) 16—d TOENAILS Ijr(2) 16d, ONE ON EACH SIDE OF .r BLOCKINGAT EACH END (2) t6d 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 ® 48 • 2x6 P.T. SILL PLATE O.C. & 6" FROM PLATE 2x4 "T" ON TOP OF PANEL SIMPSON H10 » » » KNOCK —OUT BLOCK W/ (1) #5 CONT. " KNOCK —OUT BLOCK W/ (1) #5 CONT. BLOCKING, FASTEN WITH OR EQUAL • • SIMPSON DTC ® 16 O.C. W/(2) 8d W/ 1/2 DIA. BOLT 0 48 2X4 SPF FRAME WALL SPLICES W/ 3/16 2X4 SPF FRAME WALL -A. 10dx3" 0 4" O/C TO BOTTOM OF GABLE & (4) 8d INTO 0 O.C. & 6 FROM PLATE STUDS 0 16 O.C. =:; ONC. LINTEL W/ (1) #5 CONT. x 2 WASHER STUDS ®16" O.C. CONC. LINTEL W/ (1) #5 CONT. SIMPSON SP2 I 2 x 6 SILL PLATE ' g SPLICES W/ 3/16" MAX. OR EQUAL A) x 2" WASHER � MAX. • SIMPSON SP2 OR EQUAL SIMPSON SP2 2X4 W/ (4) 10d OR EQUAL AT EACH END DBL 2X8 W/ 1/2" PLYWD. FLITCH PL. W SIMPSON LSTA18 ( I MANUFACTURED WINDOW W/ I MANUFACTURED WINDOW W/ (j / FRAME. SEE DET. B/S2 FOR DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 FRAME. SEE DET. B/S2 FOR lu • C.J. SILICON 1/4" GAP (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS INTO DBL. 2X8 ON EACH SIDE OF WINDOW KNOCK —OUT BLOCK W/ (1) #5 CONT. 2X4 P.T. SPACER I INTO DBL. 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER CONC. SILL )( I I CONC. SILL )( 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW 1 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW 2X4 SPF FRAME WALL (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I I OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 2x6 P.T. SILL PLATE 36") 36 ) Wf 1/2" DIA. BOLT O 48" STUDS ®16" O.C. O.C. & 6" FROM PLATE MAX. X I 1 1 ® O.C. TOP PL. 1 0 SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16'4 — MASONRY WALL (DESIGNED d I MASONRY WALL (DESIGNED N _,._MASONRY WALL (DESIGNED N x 2" WASHER x2 1/4' TAPCONS 012' O.C. (MAX.) AS CANTILEVERED) � I � I AS CANTILEVERED) 2X4 P.T. SPACER i AS CANTILEVERED) SEE TYPICAL GABLE END BALLOON RE —BAR BEYOND — SEE FILL CELL RE —BAR BEYOND — SEE FILL CELL (1) ROW 2X BLOCKING ® 0 FRAME DETAIL FOR FRAMING DET— I I ON PLAN ON PLAN MID —HEIGHT FOR WALL AILS BEYOND WINDOW (SEC. A/86) I ( ( 2X4 SPF FRAME WALL HEIGHT < 8'-6" AND (2) STUDS 0 24" O.C. ROWS ® 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 11 SIMPSON SP1 I 2X4 P.T. Wf 1/2"4 "J" BOLTS ®24 OR EQUAL SEE SECTION A/S1 FOR TYPICAL I I I) SEE SECTION A/S7 FOR TYPICAL " 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 DETAILS SEE SECTION A/S1 DETAILS FOR SLAB DETS. I ( FOR SLAB DETS. II u ����; 777 \i/iXi T*'PICAL ALTERNATE 5ALLOON FRAME a G,45LE END ALTERNATE 5ALLOON FRAME GABLE END OVER WINDOW t5 ALTERNATE 5ALLOON FRAME GA5LE END OVER WINDOW C NOT TO SCALE S(o NICHE WALL DESIGN NOT TO SCALE rJ. FLUSH WALL DESIGN NOT TO SCALE cad THI5 DESIGN IS FORA MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DE51GN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND SEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY 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 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111, THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM. D f APHRAGM. DIAPHRAGM, ❑ SAMUEL A. GREEN5ERG, RE_ 034245 ❑ TWUY W. NU`t'NH, P.E. %0122 ❑ 1RWIN J. SENSON, P.E. 049l58 ❑ ALI A55A5 HAKIM, P.E. 056i86 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 '15' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS AoCREATED 05-22-02 DRAWING ONLY. ENGINEERING, P.A. P.O. SOX MW - APOl.LO WAGW - FLORIDA - 335U P114" - (813) 645 0166 FAX - (8113) 645 96W 120 MPH THESE ON TFffS PROJEAND CT DESIGNS ARE REPTHE JOINT NPOPERTHOIF DANSCO IS PR�ENGINEERING, EA A. 2 03 AND THE 3 81=G. C�I�ST SEAL LENNAR HOMES SCALE NOTED R,4m B.V. tAM'PA DIVISION DATE 5/22/02 N:/BLOCKS/STD 2001 5ALLOON FRAMING DETAILS DE JOS NO. PM - 502-1 MODEL: 110RW4 (25 GA. STEEL SKIN) MODEL: 120RW4 (24 GA. STEEL SKIN) OPTIONAL DSB GLASS OR 1 /8" ACRYLIC LITES AVAILABLE 1) INTERMEDIATE STILE (SEE SECTION B-B) ( 20 GA. MIN. END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN. STEEL AND URETHANE ADHESIVE (ALONG CENTER) q \(TOP, BOTTOM & CENTER). SKIN COATED WITH G-6C GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTEF TOP COAT APPLIED TO BOTF SIDES OF STEEL SKIN IN 1_ • � (I -II I -II � II I-�I� I -�I n r� II■I�IIir��I� II■1 i M I'-�f • -_=-------------- IKE- LOCK POSITION BOTH SIDES TWO POINT LOCKING ONE 3" TALL x 20 GA. 50 KSI MIN. U-BAR PER DOOR SECTION. END 1 SL DE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT 3" TALL U-BAR 20 GA. GALV. STEEL K 50 KSI MIN. 1-7/-78 1 16 GA. GALV. STEEL TOP ROLLER BRACKET, EACH BRACKET ATTACHED W/(3) #14x5/8- SHEET METAL SCREWS. LAP JOINTS. 14 GA_ GALV. STEEL END HINGE. EACH FASTENED TO END STILES W 14x5 /(4) # 8" / SHEET METAL SCREWS & (4) 1/4"0/4" SELF TAPPING SCREWS. TALL x 20 GA. GALV. 'EEL U-BAR. ONE U-BAR rR SECTION. EACH U-BAR ATTACHED TH TWO /3. 1 44" SELF TAPPING x % 'REw S PER STILE LOCATION. 2 w x 0 0 0 11 O w x 0 z z w d 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. TRACK CONFIGURATION DOOR HEIGHT "L" 6 -6 70 2" GALV. STEEL TRACK, 7 -0 76 MIN.. TRACK THICKNESS: .060" 7 -6 82 8 -0 88 TYP. 2-1 2"02 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14x5/8" SHEEP METAL SCREWS LOCK OPTION p 13 GA. GALV. STEEL BOTTOM BRACKET. NOTE 1 ATTACHED WITH TWO #14x5/8" SHEET METAL SCREWS. DOORS UP TO 7'-0" HIGH CONSIST OF 4 SECTIONS (SHOWN). O O ( ALUMINUM EXTRUSION R '- I NIT F SECTIONS (NOT SHOWN). LUMI DOORS OVER 7 HIGH CONSIST S 0 5 SECT O S O S bU.V. 0 T FRAME WITH U FRONT () ( ) F 0 O 1 /4"x3/4" SELF & VINYL WEATHERSTRIP. COATING ON OUT SIDE TSIDE SURFACE TAPPING SCREWS. SECTION A -A (SIDE VIEW) 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VI "C" n n VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 11 2,000 PSI MIN. CONCRETE COLUMN): SSB GLASS OR OPTIONAL 10 SCREW 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC .LITE WINDOW LITE STOP MOULDING DOOR INSTALLER SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE 20 GA. MIN. GALV. V. STEEL END STILEE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER SECTION B-B 2x6 YELLOW PINE JAMB #8x3(10 PAN HEAD R LITE PSI MIN. CONCRETE). INCLUDED WITH (10 SCREWS PER LITE SLEEVE ANCHORS 1-1/4" O.D. MIN. WASHERS REQUIRED 0 A. GALV. STEEL R. STILE 2 G EE E S L WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH 12 GA. GALV. STEEL TRACK MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES INTf BRACKETS FASTENED TO WOOD JAMB TRANSFER LOAD. ONTO VERTICAL TRACK. STIL WITH ONE 5/16"xt-5/8" LAG SCREW I ONE SNAP LATCH ON PER TRACK BRACKET. EACH SIDE OF DOOR. \_ INTER. STILE 18 GA. GALV. STEEL CENTER HINGE T I W 4 FASTENED 0 INTER. STILES OUTSIDE O D / e 14x5 8" SHEET METAL SCREWS. / � HANDLE 2" GALV. STEEL TRACK FASTENED TO OUTSIDEKEYED A DLE 14 GA. GALV. STEEL ROLLER HINGES E E 12 GA. RACK BRACKETS. t_F l GALV. STEEL T A ETS. FASTENED TO END STILES EACH W/(4) HAND TRACK ATTACHED TO EACH BRACKET 14x5 8" SHEET METAL SCREWS AND / 4 1 4"x3 4" SELF TAPPINGSCREWS PER END HINGE. WITH ONE 1 4"x5 8" BOLT &NUT # 0 2 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"0" 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'O"W X 8'0"H Cbpay Binding Product. Company All Right. R"s d• The orrnngement, depicted herein me the sob props of the Gopq Building Products Comppany and may no. -_-be reproduced in any form without' written pami�esion. END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK LOCK BAR LOCKING DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. MODEL: 1 10RW4 (25 GA. STEEL, SKIN) (5) INTERMEDIATE STILES FOR 16' WIDE DOOR. 20 GA. MIN. END STILES ATTACHED TO DOOR MODEL: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER). OPTI NAL SSB 18" ACRYLIC (/EEO SECTION I B)SAVAILABLE A C _ I I ��.ft i. I I'I ■ 1 I �1 li. i. • � 1 � 1 1 11 ■ 11 1 1 NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING, BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI �� 3 �- 1-7/8T" I SECTION A -A (SIDE VIEW) 2" THICK VIEW "B" VIEW "C" LOCK POSITION BOTH SIDES TWO POINT LOCKING 3" x 20 GA. U-BARS. U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) INSIDE ELEVATIONS 0 VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE COLtlMN): 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 n (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SSB GLASS OR OPTIONAL 10 SCREW TRANSFER LOAD. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. TRACK CONFIGURATION DOOR HEIGHT "L" 6'-6" 70" 2" GALV. STEEL TRACK 7 -0 76 MIN. TRACK THICKNESS: .060" 7 -6 82 8'-0" 88" TYP. 2-1 2"x12 GA. GALV. STEEL TRACK BRACKET. 4 TRACK BRACKETS PER SIDE(FACTORY ATTACHED). #14x5/8" SHEET METAL SCREWS. O 0 0 O 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA, INTERMEDIATE HINGE VIEW I VIEW I STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB f 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"x1-5/8" LAG SCREW #8x3/4" PAN HEAD SCREW r SNAP LATCH ENGAGES PER TRACK BRACKET. (10 SCREWS PER LITE) R K 1 12 GA. GALV. STEEL TOP INTER. ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WQOD FRAME BUILDINGS : BRACKET ATTACHED W/(4) 1/2"x3" LAG SCREWS ON 18 CENTERS. 1-1/4" O.D. MIN. OUTSIDE KEYED #14x5/8" 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. ONTO VERTICAL T AC . 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) 2" GALV. STEEL TRACK FASTENED TO / L_ 14 GA. GALV. STEEL ROLLER HINGES #14x5/8" SHEET METAL SCREWS, 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. Q 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 NUA I R S I HOLE HUNG WINDOW SGHEDULE TESTED PER AN51/AMMA/NV4V0A 101 /152 DESIGN DESIGN GALL SIZE MANUFACTURER SERIES # PRESSURE (P5F) SUCTION (PSF) IA25H (1/2 3254) GOO +75.0 -&O.O 225H GOO +15.0 -&O.O 325H a 00 _l+__ _ ________ - _-__ _ _- -__ ___ _.._ 63.2>-,__:. _=:>_ _ := : :_'-b3 21_;t_ I A3 (112 335H) a00 +75.0 -&O.O 235H a00 : < : 335H 3a.0 1`= => it IA45H 45H (I/2 3 ) a00 _........._._............_....._......_...._.._.._..._._.............._ '- ::=''>- a'r--:£s``: 245H GOO _ 52. f'1- '`W >" =�"�'„ °�; i H CIOO IA55H (I/2 355H) a00 5�.1' ''^='".='-_;=;=_ 57.1-:_<--,_:r=::=_: 255H GOO 4&.6=`x- ma's:: ='s �> 48.6=T `=: -' IA&SH (112 365H) a00 +50.4: •-:_' :- _??::=:T u-rj0.4'_°:: % e.:": 265H S i=.>:.:;=ins"-:.ai=':'__:_:__;;�_:;._�,z•--�a.__:::r. 42.O:ran- :<:>:<:;:.:: __::r,::•;::..-4 .O':=;i:;i:; 2 365H GOO 1c=`•:?'#:-28.a 20205H a00 +75,0 -&O.O 30205H GOO +75.0 -80.0 40205H a00 +75.0 -1&.4 20305H a00 +15.0 -50.0 30305H CTOOIB 56.1= '• ` I =w: _ ==56. f^ T--= - ' 40305H GOO -- __._ 43.2 _: M. -':=T-43.2 20405H GOO +75.0 -&O.O 30405H a 56.1'_- ::I=::r'r-56.1':iw'-'?=__: 40405H a00 43.2z = 'Trs N.E. -4 20505H GOO - -- - -- >: 5G.3 `: •: ; ''-5a.3 `:`? s`-: ..__.... _...w;-:. .__,__ ...__=..:......_... o505H a00 4a. '= 40505H a00 -_ : _=+36.3? ?_ ':: : _t GOO - 3 605H CTOO_ ,:�:::......:......._ .,.:.:�:. _ 42.0•.`:-. ":::;:�:���; �:��� __�� 42.0•i�l�n�'_3 40605H a00 __.... 32.1:�� '=�;;<•�-:-;�:�:�j,� �-32.1'�r:�"�:;-.I�: NUAIR HORIZONTAL ROLLER WINDOW SGHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /152 GALL SIZE MANUFACTURER SERIES # DESIGN DESIGN PRESSURE (PSF) SUCTION (P51=) 202OHR OH2 / OH3 +50.0 -&O.O 5020HR OH2 / OH3 +50.0 -50.0 4020HR OH2 / OHB +50.0 5020HR OH2 / OH3 +50.0 = - _=s-5a.a ', .s'- 6020HR H H O 2 / O 3 + --- -- _-_ __- 50.0 W' 51.1=� 2030HR OH2 / OH3 +50.0 -50.0 3030HR OH2 / OH3 50.0 .b�= 4050HR OH2 / OH3 +50.0 5030 OH2 / 4a f=: s_ .......... ; <- 6030HR OH2 / OH3 7 2040HR OH2 / OH3 +50.0 -50.0 3040HR OH2 / OH3t: : ::;: t=-42.7`?•:s _":`?->-'s 4040HR OH2 / OH3 __.___.__.___.__..__.__.........._._....._ - - <+31.2_- `- = : " > <-37.2t`1:='=........... .. 5 40HR OH2 / OH3 6040HR OH2 / O. 3 I� -�--`:u=.�_ 2050HR OH2 / OH3 +50.0 3050HR OH2 / OH3 ;` - 4050HR OH2 / O _ .­ii��.�=-26.1����-��=;��= HR H OH3 �._. li: ?s.:.`-^ n;= ^:Y:j :: b05OHR OH2 / OH3 ==:_i+26.1 _ 'Y ::= :- _..... NUA I R SL I D I NO OLASS DOOR SGHEDULE TESTED PER AN51/AMMA/NWWDA 101 /152 GALL 51ZE MANUFACTURER SERIES # DE51ON PRESSURE (PSF) DE51GN SUCTION (P5F) 5068) 500 200 +50 -64.6 6065 SOD 200 +50 -55.0 5065 5GD 200 +30 a068? SGD 200 +30 -55.0 THERMAL-TRU DOORS EXTERIOR DOOR SGHEDULE TESTED PER AN51/AMMA/WNDA 101 /152 LOCATION GALL 51ZE R/O SIZE MANUFACTURER DESCRIPTION PRESSURE {PSF) 5U � SION (PSF) GARAGE 29>6& (2/& x 6/5) 34 1/2 x b2 1/2" #100 FLUSH STEEL +25.G -34.1 SERVICE DOOR +25.a -34.1 POOL BATH 246& (2/4 x 6/&) 30 1/2 x 52 1/2" #II& ONE LITE STEEL FRENCH +25.a -34.7 DOOR 266& (2/6 x 6/&) 32 I/2 x &2 I/2" #II& ONE LITE STEEL FRENCH +25.a -34.1 A A BRE KF ST TO 266& 2 x 6& ( ) 32 1 2 x &2 12" 125 TEN LITE STEEL H EL FRENCH + 25.a -34. 7 LANAI R L DOOR 25.a _ -34.1 EXTERIOR (2)206& (4/0 x b/&) 51 1/4 x 52 1/2" #10& 15 LITE STEEL FRENCH +24.1 -32.4 FRENCH (2)266& (5/0 x 6/&) 63 1/4 x &2 1/2" #10& 15 LITE STEEL FRENCH +24.1 DOOR (2)286& (5/4 x 6/&) 6-f 1/4 x &2 1/2" #108 15 LITE STEEL FRENCH +24.1 -32.4 (2)306& (6/0 x 6/&) 75 1/4 x &2 1/2" #10& 15 LITE STEEL FRENCH +24.1 -32.4 FOR 6-0" HIGH UNITS (W) x G& 1/2" MAIN ENTRY DOOR 3068) 30x6& 3812x&212" #20& STEEL 5 PANEL +25.a -34.7 (2)2668 (5/0 x 6/&) 63 1/4 x &2 1/2" +24.1 -32.4 (2)28,6& (5/4 x 6/&) 67 1/4 x &2 1/2" +243 -32.4 (2)306& (6/0 x 6/5) 15 I/4 x &2 I/2" +24.1 -32.4 (2)3o&O (6/0 x &/O) 75 1/4 x G& 1/2" +24.1 -52.4 MAIN ENTRY DOOR 306& (5/0 x 6/&) 3& 1/2 x &2 1/2" #FG-b0 6 PANEL FIBERGLASSIG +25A -34.7 (2)2665 (5/0 x Ole,) 63 1/4 x &2 1/2" +24.7 -52.4 (2)2&6& (5/4 x 6/&) 61 1/4 x &2 1/2" +243-32.4 (2)3065 (6/0 x 6/&) 75 I/4 x 82 I/2" +24,1 -52.4 (2)3050 (6/O x 5/0) 15 1/4 x a& 1/2" +243 -32.4 MAIN ENTRY DOOR 306& & 3/O x 6 3& I/2 x &2 I/2" #FG-60 6 PANEL FIBERG AS51G L OR #FG-2000 1 LITE FRENCH FIBERG A I L 55 G (CUSTOMER CHOICE) + 25.a - 34.1 (2)266& (5/0 x 6/&) 63 1/4 x 52 1/2" +24.1 -52.4 (2)2&6& (5/4 x 6/&) 61 1/4 x &2 1/2" +24.1 -32.4 (2)306& (6/0 x (0/8') 75 1/4 x &2 1/2" +24.7 -32.4 (2)3050 (6/0 x &/O) 75 1/4 x a& 1/2" +24.7 -32.4 BANCO OVERHEAD DOORS, ING. OARA6E DOOR SGHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /152 GALL SIZE TEST LOADS PRESSURE (P5F) TEST LOADS SUCTION (PSF) DESIGN LOADS PRE55URE (P5F) DE51ON LOADS SUCTION (P5F) & x 1 (OR &070014) +31.5 -4&.0 +25.0 -32.0 G x 1 (OR aOlOOH) +51.5 -4&.O +25.0 -52.0 16 x 1 (OR 1 &0-10014) +36.0 -31.0 +24.0 -2.4.5 EXTERIOR WINDOWS 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 MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE E 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 OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION END SLIDE BOLT NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE STDILE 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 DESIGN LOADS: +24.0 PSF & -24.5 PSF Ao CREATED 01-02-02 LOCK ON EACH SIDE INTER. STILE THIS DRAWING. TEST LOADS: +36.0 PSF & -37.0 PSF MAX. DOOR SIZE: 16'0"W X 8'OH OF DOOR. - LOCK BAR MANUFACTURED / PURCHASED SHEET SHEETS DRAWING NO. REV. 120 M P H INSIDE SLIDE BOLT LOCK OPTION ENGAGES IN TRACK ON MANUFACTURED 1 1 101980 03 GUST OUTSIDE EACH SIDE DES, BY CHECKED BYJ DESCRIPTION HANDLE i OF DOOR. MWW MWW -13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. OUTSIDE KEYED LOCK LOCK BAR LOCKING Clopay Building Products Company All Rights Reserved. The arrangements depicted herein are the sole property of the Clopoy Building Products Company and may no be reproduced in any form without its written permission. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IF NECESSARY, USE SHIMS WHEN INSTALLING TO KEEP PLUMB & LEVEL • SEALAM BEAD EXTERIOR • INTERIOR PRESSURE TREATED BUCKSTRIP (MIN. 21" AS SHOWN) SHIM AS NEEDED WINDOW ASTENER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE I FAST THR PRE�CASr d d CONCRETE SILL SILL HEADER " 1 ' INTERIOR EXTERIOR • • INTERIOR PRESSURE TREATED BUCKSTRIP (MIN. 2j' . c As SHOWN) v v. � SHIM AS NEEDED • WINDOW " Q y e • FILL INTERIOR MINIMAL - IF ASIENER VOID WITH EXPANDING FOAM PER CODE EXTERIOR JAMBS If NECESSARY, USE SHIMS WHEN INSTALLING TO • KEEP PLUMB & • • , - - - LEVEL d - - - 4 tr d PRE-cASr d CONCRETE SILL - • SEALANT BEAD SILL screw embedment of 4' is maintained in the buckstrip. Window FLEXIBLE PLYWOOD INSTALLATION DETAILS FOR FLANGE WINDOWS IN WINDLONES OF 150MPH OR LESS (DETAIL A) fasteners should be located a maximum of 4" from each comer B FLASHING HEADER SHEATHING and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of RESISTANTWEATHER WINDOW Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. the buckstrips should be no less than 1z" X 2 s". Buckstrips BARRIER FASTENER Buckstrips shall run the entire length of the rough opening. A should be installed using minimum 6" X 21" masonry screws, • • EXTERIOR I WOOD buckstrip is not necessary at the sill if it is pre -cast. All gaps to maintain 1 "embedment, and be 18" O.C. FACADE • '• • •` •• FRAME must be sealed. Buckstrips should be pressure treated yellow - HEADER pine, spruce or comparable lumber. In accordance with the • • � DRYWALL 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 (OPT.. BY OTHERS) acceptable if the window frame is fully supported by the Installation fasteners for windows should be a buckstrip at both the interior and exterior. minimum 1J�" nail or 14" wood screws, with an embedment of INTERIOR FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM at least 1". Fasteners should be located at a maximum of 4" ' - IF PER CODE If using thick wood buekstrips: from each corner and 18" O.C. for screws and 9" O.C. for • Installation fasteners should be a minimum 16" X 21" masonry nails. It is recommended that all screws or nails be sealed to screws, installed through the window and buckstrip, into the prevent infiltration of air and water. Product may be shimmed IF NECESSARY, masonry. Window may be shimmed as necessary, provided a as necessary. • USE SHIMS WHEN minimum screw embedment of A" is maintained in the Flexible flashing should be installed in a - Q - INSTALLING To masonry. Fasteners should be located a maximum of 4" from weatherboard fashion. The top layer should overlay any layer EVKEEP PLUMB kEL each corner and maximum of 18" O.C. It is recommended that beneath it. The weather resistant barrier should then cover the •WE `TMER fasteners not be installed through the sill of the window. The g flexible flashing at the header, The application of the weather RESISTANT FLEXIBLE BARRIER FLASHING 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 FINISHED FLDCIBLE SILL installed after the window, it should be tucked under the sill EXTERIOR WEATHER FLASHING RESISTANT • • If using III" thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing. , , ARCHFITCTURAL �� ®AMERICAN „o MANUFACTURES M JAMBS BARRIER • EXTERIOR FACADE Window installation fasteners should be a minimum #8 X 1" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum WINDOW FASTENER SILL e window depicted in this drawing Is intended tor use on typical construction. it is icresponsibility oflithers to determine r Tt is applicable. Additional flashing, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind 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 Picture/Designer windows use the same specifications as shown above for the Single Hung, provided that all OSEALANT BEAD IF FLASHING IS NOT ADHESIVE re- inched frame installation holesare utilized and with the above mentioned screw size a andspacing. INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, SINGLE HUNG WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre -cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using thick wood buckstrips. Installation fasteners should be a minimum 6" X 21" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of IQ" is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 4" X 2-". If using 1� " thick or greater wood buekstrins (not shown): Window installation fasteners should be a minimum #10 X 1i " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 1Jq" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 1�" X 2j". Buckstrips should be installed using minimum 6" X 21" masonry screws, to maintain 1Jq" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the AMERICAN ARCHITECTUTtAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. ASSOCIATION ES may be specified by the project architect. Wind and design pressures vary within each state and FA 7 1A IR mME]MITER 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 I INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, AWNING IA02/3 ATW I WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint ° • between the buckstrip and masonry must also be sealed. • Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must INTERIOR .d v �v v� EXTERIOR JAM BS FASTENERS THROUGH SILL IF NECESSARY, USE SHIMS WHEN FINIS INSTALLING TO SILL KEEP PLUMB & • LEVEL • _ _ _ • 4 a d PRE -CAST d CONCRETE SILL • SEALANT BEAD SILL • PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, BUCKSTRIP (MIN. 2j' spruce or comparable lumber. In accordance with the Florida AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the SHIM AS NEEDED window frame is fully supported by the buckstrip at both the interior and exterior. WINDOW FASTENER If usii4" thick wood buckstrips: Installation fasteners should be a minimum 16" X 24" masonry screws, installed through the window and buckstrip, into the FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM masonry. Window may be shimmed as necessary, provided a - IF PER CODE minimum screw embedment of l4" is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 4" X 21". If using 14 " thick or greater wood buckstrips (not shown): RED • 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 PouR92b fasteners should be located a maximum of 4" from each corner and ,Q CONCRETE SILL 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 28". Buckstrips should be installed using minimum 16" X 24" masonry screws, to maintain 1i" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the ARCHITE N MANUFACTURES responsibilityf other t t rmin ifit i applicable. Additional flashin va or barn te. o s o determine e t s a cab e.barriers, e g, P > MANUFACTURES 714N� RPP ASSocrAn N may be specified b the project architect. Wind and design pressures v within each state and Y P Y P J n !m P vary MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-66270www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE FLASHING HEATHER MISTANT- BARRIER RIGID FLASHING(OPT., BY OTHERS) HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FIN, HORIZ. ROL- SPLYWOOD HEATHING OH2/3 HR LER WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) WINDOW FASTENER Window Installation: f • "'' » '' + WOOD Installation fasteners for windows should - FRAME be a minimum 1 j", 4d nail or 6 x 1�" drywall screw, • HEADER with an embedment of at least 1�". Fasteners DRYWALL should be located at a maximum of 4" from each comer and 18" O.C. for screws and 9" O.C. for nails. FILL INTERIOR VOID FWITH OAM 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, USE SHIMS Weatherproofing: WHEN INSTALLING KEEP PLUMBe� Flexible flashing should be installed in a LEVEL weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier ;Hm 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 EXTERIOR is installed after the window, it should be tucked FACADE WINDOWunder the sill flashing and overlap the jambs and FASTENER head flashing. SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE The window depicted in this drawing is intended for use on typical construction. It is the AMERICMANUF AN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES AssoclAnUN maybe specified by the project architect. Wind and design pressures vary within each state and MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-66276www.NuAir.00m load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLEN HEADER PLYWOOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, SINGLE SHEATHING & 950 SH HUNG WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Window Installation: WEATHER WINDOW RESISTANT FASTENER BARRIER i • • EXTERIOR Installation fasteners for windows should FACADE » WOOD 'i FRAME be a minimum A", 4d nail or 6 x 12" drywall screw, • • HEADER with an embedment of at least 1z". 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 FILL INTERIOR VOID WiTH nails. 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, • USE WHDSHIMS Weatherproofing: - -Q INSrAWNG TO KEEP PLUMB & LEVEL Flexible flashing should be installed in a • WEATHER FLEXIBLE weatherboard fashion. The top layer should overlay RESISTANT FLASHING BARRIER FINISHED any layer beneath it. The weather resistant barrier DTTERIOR FLEXIBLE WEATHER 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 installed after the window, it should be tucked WINDOW FASTENER under the sill flashing and overlap the jambs and SILL head flashing. • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE The window depicted in this drawing is intended for use on typical construction. It is the ' AH ILAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURESa be s ecified b the ro'eet architect. Wind and desi ressures v within each state and M... ASSOCIATION may P Y project P �Y MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL9(800) 282-6627*www.NuAiccom load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER PLYWOOD SERIES FLASHING sHEATHINc A02/3 ATW WEATHER WINDOW RESISTANT ASTENER BARRIER I •• EXTERIOR FACADE WOOD • :. i FRAME .. HEADER RIGID FLASHING • (oPr., BY OTHt7RS) DRYWALL INTERIOR WEATHER C"• ESISTANT FILL INTERIOR VOID WiTH � % BARRIER MINIMAL EXPANDING FOAM - IF PER CODE :: • IF NECESSARY, • USE SHIMS WHEN ----- INSTALLING TO KEEP PLUMB & LEVEL • FLEXIBLE FLEXIBLE FLASHING FLASHING FINISHED EXTERIOR WEATHER SILL. RESISTANT • JAMBS BARRIER • —_=_ — __ EXTERIOR FACADE I I WINDOW FASTENER SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FIN, AWNING WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum *, 4d nail or 6 x 1�' drywall screw, with an embedment of at least i?". 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 naiIs 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. ,R 10 AN The window depicted in this drawing is intended for use on typical construction. It is the A ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES ASSOCISSOCI ATION maybe specified by the project architect. Wind and design pressures vary within each state and MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) Wind Tampa, FL•(800) 282-66279www.NuAiccom load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE HEADER PLYWOOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, FIXED FLASHING SHEATHING PW & DPW WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) WEATHER WINDOW RESISTANT FASTENER Window Installation: BARRIER I • • EXTERIOR Installation fasteners for windows should WOOD FACADE i » :. ; FRAME be a minimum 4', 4d nail or 6 x 1i" drywall screw, • • HEADER with an embedment of at least 1�". Fasteners RIGID FLASHING DRYWALL should be located at a maximum of 4" from each (OPT., BY OTHERS) corer and 18" O.C. for screws and 9" O.C. for INTERIOR nails. It is recommended that all screws or Ft.. `• nails be sealed to prevent infiltration of air and ; • FILL INTERIOR VOID WITH water. Product may be shimmed as necessary. MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS • -- Q_ WHEN INSTALLING TO Weatherproofing: ___ KEEP PLUMB & 7 LEVEL- Flexible flashing should be installed in a • RTfT FLEXIBLE weatherboard fashion. The top layer should overlay Ater BARRIER FLASHING any layer beneath it. The weather resistant barrier EXTERIOR ISLE WEATHER FINISHED SILL should then cover the flexible flashing at the FLASHINGBARR� • • header. JAMBS _ The application of the weather resistant EXTERIOR • barrier will vary based on when it is installed. If it FACADE is installed after the window, it should be tucked WINDOW FASTENER under the sill flashing and overlap the jambs and SILL head flashing. • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE The window depicted in this drawing is intended for use on typical construction. It is the AxcHITEcruRAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers etc. e pp g, p , MAMBRIC' MAWFAN MANUFACTURES ASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state and MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-6627owww.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, HORiZ. ROL- OH2/3 HR LER WINDOWS IN WINDZONES OF 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 nun 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 PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, BUCKSTRIP (MIN. 2j' spruce or comparable lumber. In accordance with the Florida AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the ,.INTERIOR SHIM AS NEEDID interior and exterior. HnNDOW FASTENERIfusing "thick wood bucksirips: Installation fasteners should be a minimum 16"X 21" masonry FlLL INTERIOR VOID WITH MINIMAL EXPANDING FOAM `i�nTtRloR screws, installed through the window and buckstrip, into the - IF PER CODE masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of 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 NO installed through the sill of the window. The actual size of the FASTENERS buckstrips should be no less than 4" X 2J". IF NECESSARY, THROUGH USE SHIMS SILL If using I } " thick or greater wood buckstrips (not shown): • Window installation fasteners should be a minimum #10 X I " INSTALLING To KEEP PLUMB & • - wood screws, installed through the window into the buckstrip, LEVEL • • . -_-_-_ - Window may be shimmed as necessary, provided a minimum • screw embedment of 11" is maintained in the buckstrip. Window d C ° �7 AT, POURPb fasteners should be located a maximum of 4" from each comer and PRE -CAST ° CONCRETE SILL d CONCRETE SILL maximum of 18' O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the • SEALANT BEAD SILL buckstrips should be no less than * X 21". Buckstrips should be installed using minimum 16" X 24" masonry screws, to maintain 1Jq" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the ANARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. ASSO ;IAAT(O N may be specified by the project architect. Wind and design pressures vary within each state and A �� MIKUMBER 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 INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, FIXED — PW & DPW WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) 4 Buckstrips must be set in a bead of sealant. The exterior joint • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • INTERIOR PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, • BUCKSTRIP (MIN. 2j' spruce or comparable lumber. In accordance with the Florida AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the SHIM AS NEEDED 01 interior and exterior. WINDOW . • ASiENER If using4" thick wood buckstrips: Q FILL INTERIOR VOID WITH 146 n Installation fasteners should be a minimum 16 X 24 masonry MINIMAL EXPANDING FOAM a �;: • - IF PER CODE screws, installed through the window and buckstrip, into the EXTERIOR masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of la' is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. The actual size of the buckstrips should NO FASTENERS be no less than 4" X 2s� THROUGH SILLIf using 1 "thick or greater wood buckstrips (not shown): USE SHHIIMS IF NECESSARY,tA�OPNICRE Window installation fasteners should be a minimum #10 X 1f' INSTAWNG TOWHEN wood screws, installed through the window into the buckstiip. KEEP PLUMB &_-_ _ Window may be shimmed as necessary, provided a minimum LEVELscrew embedment of 14"is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each corner and TONC ETESt CONCRETE SILL maximum of 18" O.C. The actual size of the bucksttips should be SILL d no less than + X 2s'. Buckstrips should be installed using SEALANT BEAD SILL minimum 16' X 2a' masonry screws, to maintain • la" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the HIS"RAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. �� MANUFACTURES ASSOCIATON may be specified b the project ct dpressures va withi ea h state and Y P Y P oJect architect. Wind an design vary n e ® MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282.6627*www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS HEADER & 500 SGD DOORS 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 nm the entire length of the rough opening, IOR• INTERIOR except door sill. All gaps must be sealed. Buckstrips should be INTERIOR PR SURE pressure treated yellow pine, spruce or comparable lumber. In mE`� BUCKSTRIP accordance with the Florida Building Code a taper, or bevel g � P � • on the buck is acceptable if the door frame is fully supported SHIM s M by the buckstrip at both the interior and exterior. NEEDED DOOR If using t thick wood buckstrips: Installation fasteners should be a minimum jJy" X 24I masonry 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 i MINIMUM masonry. Fasteners should be located a maximum of 4" from RECOM- each comer and maximum of 18" O.C. The width of the MENDED buckstrips should be no less than the frame frame of the door. • • AFTER INSTALLATION, SEAL JAMBS HORIZONTAL JOINT If using 4 " thick or greater wood buckstrips (not shown): BETWEEN TRACK Door installation fasteners should be a minimum #10 X 1i" AND JAMB wood screws, installed through the window into the buckstrip. EXTERIOR Door may be shimmed as necessary, provided a minimum screw embedment of IQ" 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 IFDPER CODE ANDING FOAM ° USE SHIMS WHEN and maximum of 18" O.C. The width of the buckstrips should KEEP pule dcTLEVEI be no less than the frame frame of the door. Buckstrips should • SEALANT BEAD TRACK be installed using minimum 16" 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 ARCIUM N responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. / MANUFACTURES MANUFACTURLS ASSOCIATION m be specified t a ed b he project architect. Wind and design pressures vary within each state an Y P Y P J � F rY d MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLo(800) 282-6627*www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 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 INTERIOR header should be a minimum #10 X 1" screw. • •INTERIOR Installation fasteners for the track should be a SHIO • DOOR M /FASTENER NEEDED minimum 1�' masonry screw. All fasteners should have an embedment of at least 11-". Fasteners / should be located at a maximum of 4" from each ii i corner and 18" O.C. for screws. It is recommended that all screws be �; I sealed to prevent infiltration of air and water. Product may be shimmed up to 4" if necessary. MINIMUM I� I t1+ COM- JAMBS ' RENDED MENDED Weatherproofing: • AFTER INSTALLATION, SEAL Flexible flashing should be installed in a g HORIZONTAL JOINT weatherboard fashion. The top layer should overlay EXTERIOR BETWEEN B CK 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 MINIMAL EXPANDING FOAM d . IFII ECESSAIM d USE SHIMS WHEN barrier will vary based on when it is installed. If it , - 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 TRACK flashing. The door depicted in this drawing is intended for use on typical construction. It is the AMExlcnry ARCHITECTURAL responsibility of others to determine ifit a P ty termm rt is applicable. Additional flashing, vapor barriers, etc. MANUFACTURes ASSOCIATION m e$ specified b the project architect. i n 1 r h• may b y y e p Jec c ct. Wind and design pressures vary within each state and • MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLO(800) 282-66270www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. 0 1 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rout openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Thermo-Tru rough opening dimensions. Use only a maximum of 1/4" thick shirrs, Predrill the jambs and headers using 1/8" drill bit, Predrilling increases structural performance. Use only 8-1/2" 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 rough opening buck, Consult the architect or engineer of record concerning Tastening 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, 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 OOOOR /4""MEhBEDMENT BINTO THE I MASONRYA JAMBS MINIMUM 6" 6 SPAC EVEI 6" 6 6„ 6" SINGLE DOOR r V r r SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 11 " 6 " IiI III II I II I I II I II III III E E E y " / " !r , 6 u 1 DOUBLE DOOR W/ SIDELITES 6, PACE VENL I I I i i f I 6 4W o CREATED 01-02-02 120 MPH 3 SEC. GUST SPACE 7VENLY a SUxt As.t:'tWrLtLV 11WHISAL 16 9f16- W. TYP, AT HERO/SILL 4" W. SEE COLUHN 9V FOR 1fEAA%SELL NO.Or ANCHORS A AT N£AD OR SILL It It t3 !R D It C4 7' OSB••ANR, D56»ANN. ._ CLASS - CLASS ... tt u t tf li II 33 $/i8' 33 1/4` D.L. OPC. D.tN OPCI. 3G I/d" VENT WIDTH 72" WINDOW WIDTH nPiCA1- ELEI ION TESTED UNIT 71' 2 31,V WX TYP. XO OR OX SMES WIN'D01VDXMS DOD-•AVIN ©ILASS 'VtllDTH HEIGHT IIXT. (•F} iPlT.{) 24## 36" 48" 601, 7a" 24" 4 00.0 67.0 4 60.0 07.0 6 50.0 67.0 6 � 5010 67.E 6 50.D 64.2 24" 361, 48t, 600P. 7V 36" 4 50.0 67.0 4 50.0 64♦g 8 50.0 5413 6 48.8 4818 6 4MD 420 24" 36" 413" $0" 48r, 4E SO. 'a. 67.0 4 50.7 6 36.56 36.1 37" 53416" .7411 26" 4 50.0 6 50.0 _.67.0 67.0 6 60.0 P. 50.4 37" 53.118" 70 38.3t'8" 4 SO.0 58.8 6 50.0 5011 8 39.6 ` 39.6 37" 153.10" 50•S18" 4 46.0 46.0 6 SKI 36.1 A = NO.OF ANCHORS PER HEAD & SiLL AIMS 8500 AL . I•!OR . OLIDING WINDgW COMpALTATIVB AL►i�t. '91E3.CHARr BASED ON M 1130 OF 07.21.95 TEST SIZE = 72" X 48" (OX) DESIGN LOADS: =+50.0, •43.3 PSF WATER INFILTRATION TE8T 07.5 PSF TESTSID OLM= 088ANN94901 eE�Rov � ,�arll=lcUE3A lows . .. CLASS WIDTHS TO 9E EQUAL ON MOVi#t# AND .94ii s WOOD SUCKS NOT BY LAWSON INDUSTRIES, MUST SUSTAIN ITt;ft 1>AR1 Y quANTt11t TYPICAL ANCHORS r LOADS IMPOSED8Y OWING SYSTEM AND 7RANSFF.R. a L-761 I THEM TO THE BUILDING STRUCTURE.. _„AA . •. •i t• t';`Jr � r A • FOR SPACING • /��� "`-_ TYPICAL AN0gQR� . SEE- ELVI/CHi R t'J O7 _ 9 311E" 1ARCONNS, INTO 29Y WOOD STICKS OR WOOD STRUCTURE e r MIN. PENETRATION INTtO.WOOD D THRU IBY WOOD BUCKS INTO MASONRY OR DIREOTLY INTO VASONR t2 1•-1/4„ MIN.. EMBED INTO KASONRY =T ANTM! . EACH VENT CORNER SEALED WITH WHITE COLORED SEALANT. w2 11" iX 3f/11Ir 1 EEP HOLE) AT2' FROM EACHROEND O yVEiN1t - al � - f 11111 11 toy f i s2 $ ID 19 i • {2 17 t WI M W2 a A ., ' • ' ' TYAICaL ANCHORS TYPICAL.ANCtIDRS • 1,075 1,424 I .DbE E;S86 D 1.437 TV,&46 FRAME HEAD .geegoo ' 3 .993 r_I.63t1•'W^••«• i J. ,4sa I .989 T SILL TRACK --- - .06E•'1 1.494� FIXED MTG. RAiL a r 'I" AS' RtOD, V 1.0a3 AS REOD, F: E-005 AS REOD. F: 404 AS RBOD, P 720 6/ VENT v 763 E V 1: THIS PRODUCT 15 OE&IQNED AS PER THE 80#ttff FLORIDA PUiLaINO CODE IS94 EDITION FOR LIIAUI-BADE COUNTY 04 2001 FLORIDA BUILDING CODE. ALSO MR YARD ,LOADS A9' E'ER• ASCE 7 USING CORRESPONDING TOMS. P. WOOD BUCKS BY dTNER9. MUST at: ANCHORED PROPERLY. TO M"Sf%R LOADS TO THE STFIUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACEO AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO DA58 iiAAt6R#AL SHALL HE BEYOND WALL DRCSSINC OR STUCCO,. 6063•TB afl$3-Ta FOES-T3 60124.6 At.EDiiNUH RDL6 iORftE1! 8 8 X Ii"„P,H, POIILLIPS ......_....-- /'i• DIAL till VINYL 1 I 407' X .11111 401, X 115 ,II87''' x ,Ell PLASTIC PLASTIC AT EACH.E BRASS amTa 063«18 AT g' FRL1 .. .,..,..., 2 se Eft:T+! WOOD BEIICK ... .,......r.._... 113 "MIN.'WOOD . NOT BY LAWSON [NO, MUST SUSTAIN IMPOSI O Imago i.GADB S 1/2"PF FROM CORNERS 3/1tr ANNEALED GLASS SHIM MAX FIN FRAME ` . CLEAR ADIMSiVE 2X WOOD BUCK gBDDINtt liDMPOLNts . HEAW DUTY RAIL 11/4" MAX, 3/tb"-ANN. " GLASS a to I.M.S. WDO�O.g TEST UNIT t la e 2 iEMBED ICE M�ti. RERFORMANOE SUMMARY1TYf i=OR ANCHOR IPAc#NG WOOD DUCK REFERENCE..' IsTI-1891 t2»71"97 TEST SlZEr,_ S44/8" X 79"1/2" 13 ► 4*67.0 TEST LOADSi -943. "94.5 PSP 1 } II 1.875 is D£S16N LOACIS: •67 D 63.0 PSF CLIIAR ADHESIVE WATER INALTRATION TBSt! VS PSF TESTED 6LA5Si ! S^» BEDDING COMPOUND . ''ANN, MAX. JAMS WMEW SPACtNta': 11SPIR" 11: tDN$/4'• iDa�s o ' � so nEPit��'elt��lG � ' 1I NON -IMPACT RESISTANT a w PLAN WINDOW WtOTN . t.43 I N TIC. 21 �► HEAVY, DUTY I MEETING RAIL 4+ I �f8 28 11 1 x,299 18 5 { Li J M D HT to 1G &H 6. `✓ $ &HINMA"• « I%" MIN.' WOOD EMBED tfl4 " ' 11A rMNOY CORNERS 13" MIN. WOOD omega 2 x Ia.T.1 " & wir FROM CORNERS WOOD DUCK 2 It EP.T.i Fjd MtOPDi WOOD BUCK HEADER & SILL SECTION ALT. SILL SECTION NOTES° 1 THIS -WINDOW SYSTEM Is DESIGNED AND TCST1 O TO COMPLY WrtH THE RIGUIREMSENTS OF THIS 1994 DAVE COUNTY: EDITION OF. THE SOUTH FLORIDA BUILDING CODS: IB,P,B/C.1 CHAPTER 4::CHAP tBR 7J' . Cf1APTBR 35, UNDER THC SP#CIFICICONDOTItONS SHOWN IOW THIS $3RAWING. 3/16 -ANNEALED GLASS-HO RAlt. WINDOWCOMPARATIVE . AAIALY8I8 014ART G DEGION LOAD aI P NII '!IAPACI TY-PSIF wain RAONf POSITIVE !2ATive it -till 8II,7 . 510.E . ,«.NN,,. 211.112 ;Ta ,♦ . H..NH 67.3 .. a324 yt tsI 1 .1 a3,s ' •NINN.NN :. 7tLi 'ss»1Ja aas tte.a It-Tla 61.3 t:76.7 . ,.1 ,N NNIN. $9-�a{J8 ... . 03.3 . N 1, H,N .1.N.r. f . 219.4 . 1 ♦ .. 37 IJf N 633 69; . e ., 53.t/a ,' 61.1 IM4 ..311611 26.tt2 6o•aJa 63�I . aaati «NINNa - I31 . .. GSA .. 1 . 116.0 DAV0 'P8113 'ate +• 1F ;ua 61.3,N«.. 24314 Ab.11I 16 "a113 1t1lk,R 31 61.3 $]-1111 63,3. 763 i4 �tJii a2,a 749,7 'ia-t1�i as " 43.1i iaA.2 N17,� 61.3 110.3,•, 5a-116 113 11.12 t9�1J� Asa t1991a 28«f/2 74P114 ' 0.3 , " 117.7 �5a-tBII aL4 64.4 6"1/2" MAX. 33" TY3 P/ i. JL ' : mM D - 4 � n Uri I ` w ELEVA71ON 4`tlz" (TYP 1. FIN FRAME SINGLE HUNQ WINDOW a-117 MAX. N. 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 shirrs. Predrill the jambs and headers using 1/8' drill bit, Predrilling increases structural performance, Use only 2-1/2' wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck, Drywall screws, deck screws, and nails are insufficient anchors, and should 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 astening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONTI 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 OOFOR FRAME' kBEDMENT INTO THE I MASONRYA HAVE MINIMUM r N xAC a r r r r r 6' 6' Iil it Ir�r 6 III IE __II III r EVENLY17EVEN-TYI Z. 2 x WOOD OUCI{S SHALL 6E INSTALCUO (IIOT'BY LAWSON IND.) AND ANCHORED NIL EH PAAr:NTNrsStS UtpICA7f S N0. cI� - - 50 THAT. THE BUiLDING RESISTS THE SUPI MMPOSIC LOADS IN ACCORDANCE C ANCHORS PrA 1A"a WITH REQUIREMENTS OF 199L S.P.B.C. 3 ANCHOR 0E1I1CAI0ED IN THIS LAYOUT ARE AS PER TEST UNIT, OTHER • CONDITiONS'TO DE ENOINGERED SEPARATELY. - 4 ANCHOR CONDITIONS NOT DESCRIBED iN THIS DRAWING ARE 10 BE 04131NE6RE0, SPAIi ON A SITE SPECIFIC BASIS. 6' I I 6' ' • 6r 60" . _ .... f. Pe,_aN,•... 1 x IP.T,I WOOD BUCK APPROMASQOMpLYJNOIMYiI � `" ' waioii SINGLE DOOR I# iO S.H.S. NOT BY LAWSON INFO BOUT FLORIDABIAWRIC00 116" MR, WOOD EMBED MUST SUSTAIN IMPCSC1bA �+ 6 N'T'E+" AS SHOWN ON ELEVATION LOADS �DRS u q• /A" t t5E8 SCHEDULEBELOW FOR MAX WM98R OF ANCHORS) GLA&S f A $TYP.1 Vall . N t0 S.lLS. OLOIVE61 D GIST IV MIN. Wool' 1iH810D CLEAR ADHESIVI t/1.1' SHIM ` BtHt�l1IGCOgECDMPLfANC TYA. 8 $TYP.I $ 0 L" FROM CORNERS EDGING CtlMPOUN � M1gPo1NY E Epp MAX,-ACCEPI'AII08N 1= I ' • , m WOOD BUCK 1.129" 12 3 J! " to TAPCON IBESCHEDULE' r D ` 6' • BELOW FQR NUMBER cI ' sil,M up FIB) CLEAR " " GC OMPOE IIB6" 31tfi%ANN. BEDDING COMPOUNOI x EP Y.1 t3LA38 WOOD BUCK a375•' GLAO:tNG r .3711•' GLAZINGtI r DEPTff IetTBO �...✓ r / :t 18 01 M VIEUV _qJ4 ANNEALED pLASIS ' _NP.I.-..."•.-_-...._ F .A QE FRAME � u, I. _.. 1X R'O0 SUCK vIND V WIDTH MRAIL"a TAPCON 7Ii7 LAY%FS,r t.t:3 " . d wi {B 4" FROM CORNERS To A1C OPPOSITE ...• ,. 1 . ' 'd a * • . Is. R pasum t « REFERENCES pTL"11I9D 12r8»97 4•' 1 X 1P.T.1 TEST SIZE! 53-ti8" X 74.-1/41• iTYP.1 • ELEVATION I H11AW DUTY . w OD ButK 9.94A. -94.9 PSI' FLANGE FRAME � MAX. ' ! «' • - �»•� O TEST LOADFi: Ef I M�iIt1K3 HAIL t/4" f4AX4 DESIGN LOADS: +83A, ESA PSF' i I SHIM WA TEA ifdPILTRATION 7ESTs 9.5 PSF' SINGLE HUNG WINDOW I _ t .7L9'• HAV. JAMB SCREW 5 ACING+ 15.3J • 8r 17-3Ir." Ier OR • . I ao I -,_. .as " NON-IMPAG-T BF IITA�f7' Noon SUCK �1 '} t 1 I k� IT / r 1 I8 B ti13 i 1 `` CLEAR ADHESIVE 2/299„ BEDDING COMPOUND SILL db r x HtDIGHT ' • 1 s t8 6 17 ' •14/8" MIN. 114^ T1AM1 • SHIM • . ED��P 1ST. Ii to S.M•5. HL.. SY. f41N. WOOD EMBED 3/ta"D TAPCDNS EIS 6- FROM CO�tN"S r... , . ....,,- 44 6" PROM CORNERS 2 x EP.r.3 WOOD $3UC ' LEADER & SILL. SECTION 32Ot1. FORMED ALUM',nTp HO0RTI WINDOW SYSTEM IS DESIGNED AND TESY90 To COMPLY WITH THE I�EADI~I:i & SILL SECTION - FIQOUIRI:MF.NrS OF.YHE 1994.GADE COUNTY)ED$YIDN CR,'fH1: SOUTH.----"---'-•'--'�•°••^"" -•"^ FLORIDA BUILDING CODE 4S.F.0411 CHAPTER 4, CHAPTER x3, CHAPTER:85, 0513 ANH. CLASS UNDER THE SPECIFIC CONOITIONS SHOWN 014 THIS.DRAWINI% : iD 2. 10 Olt 7 9 WD00 SUCKS SHALL MINSTALLED 10or 9Y LAWSON iND.) AND ADHESIVES ANCHORED SO THAT THE BUILDING RESiSTS.THE SUPERIMPOSED LOADS IN BEDDING COMMUND ACCORDANCE WITH REOUIREMIINTS OF 1994 S.P.D.C. g " 3. ANCHOR DESCRIBED IN THISLAYOUT ARE AS 06 t TEST UNIr.OTHCR CONDITIONS 10 BL ENGINEERED SEPARATELY. (I CORNER 4, ANCHOR CONDITJONS NOT RESCRItOEO IN YHIS DRAWING ARE 7O 0E ENDIHEL'RED 1IO.tN PARWIN9515INDICA1lf 14IMP • ON A SITE SPECIFIC BASIS; ANCHORS PtR JA"O . GLA?..TNG DETAIL • ' Aa8 .062 , TYP. �---�- I. F10 ie� MEE71HO RAIL v JAMS STILE . VIC-ANNEALED GLASB•1f0 FAIL VANDOW COMPARATIVE ANALYSIS CHART £t6OEGN LOAD CAPACITY • PSF WINDOW DIM&NIItaNs wows , WOODS TAftONBOI&WOODBUCIQ TAPCONS tOewcoosucig WIDTH HEIGHT 41Y: OF POSITIVE "COATive CITY. 01,POSITIVE NEGATIVE CITRY'wa POSITIVE NEGAIIVC [" " x6-uti II7t �a9.7 6141 • NN"Nw, A46A 63.3 X&VA ' HPYNNI 'sa-!ti aa,3 TS9.a 63�1 10.a 63.3 172.1 .. as ..{ 1a1 :NPIUN. N♦ «...,• f!! ` 63.1 151 ..... ,,...NI/ .. ..,.NN, . 6231 " 114.1 ll a7 3 1216.4 S'd•1/8 a1.d . ' 79.E •' 56,6- • N7I . 37!.4 ax,a 66.E 19.11E a3.3- 249.7 163.0 a3.a 211.1 11. «t11•., 7d"I/t : 1 .. 6a.3 ......... .. 110.fl _a3.3 b3,3 1.:,, .. 117,7 .1,". aa,a „NN..N., t44A a7 3e-aJq tsl ...6?.A '• • •!; 120.9 t3i • • 61,3 " • 'ae 3 • • 111 .4N ..H •. 63 3 TIe,� N.11. G3.110 6312 4Y.7 sA,1 !a 7 b?.! t9•tla 0's 190.4 6sa t!3A 63.1 NN .113.0 NPN.N ae.ux ". 61A H • NN 4411a1 as 9912 ,. 413 . 124 9 37'ii a 47.6' .. ba,3 . ' a%9 a.1 11 ,.,: .. ., 89.4 W.NI .. .,1 e1 OIi-1JII 1...2..• 413 , •.H GOA a3.3 6z31 19+t/D bta aat� 61I3 taa,t exa t7a.s .. Ht11 Stl•t/2 : .,HN..1111 671 I. ., • 14719 N,NJe a3,1 «NMN,NNa • 96 0 H E3,3 ' • u9.a . ,. .. 37 56 $6t ........ J.?.a .. ,1,.. t9s•9 1M .... ...61.3 6913 t8i ....... a3•s 4aA I53-;A „ 63,3 ' . 7a.11 92 6 i6.1" 63.3 64.4 ii•115, a3.i 311,5 ea s !39 C a3,8 17ty Ta-Viaa1 i>13t aJ' 673 '. 119.4 ' 37 as $11 aya ttilly 61.3 " 71.E al I-- 013 92.4 63.a 66.1 S4.T' Stilt 013 6414 19.E/a 113.2 19A3 , a3 7 Ott! Q " 03.1 HOLD Ita•t/a 6%3 11ti.t 6111 ' 85.E 61.3 ia9.5 • • a'r '633 bti,a 63.3 ata as 1 10.t 45-t10 . ff.; SSA SOS' St,b - AW;:S U*:N (305) 69644660 INMJI UAWIRACWRE S Or "MIS " R I SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES N 6N r r r r r r a r r r 3' r r !tl I rl. i It k I II I II III Oil p• ''' r - d r rN N N DOUBLE DOOR W/ SIDELITES AoCREATED 11J11/42 120 MPH 3 SEC. GUST a 6 SPACE EVENL r ° I �•I I I Y r I t t I 6 r r I I11 � III{I]� 6N SPACE EVENLY I I I11 � III{I]� 6N SPACE EVENLY I .1"1 -ytiacAntaa FEaMrr 1 st: ES•75D Pr CAMS rr s 'PRflCiUCT SPECIFIC CONpI7IONS7' 1 DEMCtIIPTION 00.. FAUCIUCT ��'�'��noT A s1N�,Hulv{a +1 Qw«.� ss. U P•!�{�ti.�,�0-1-C S!1 MART�ww7ri"-�f Roll i�a _ IUaaW i! � , Lt LE1 Lt l FLANGE FRAME ALUMINUM S14416£ kViiO WNIOOW T MIDONFILPI¢50 TGS7 OAIIS slUtt] It Tit-. PSP JtIrnA fi W0.51ttK1 1 / ' - t1a TISTT S11t.I �Vi' 111, fit. S1aVCA t) !) Nt },.}t'J PSF Us wn. DUCX I TEST LOADS a L12 FRf FRAMC ALUMINUM POILC IAING WINDOW 17 1ltl ns, NATroHY � OIEtOk t0A0S • .i10..41A psi tiIAtEAWtRTRAt10NTCST.fd03P Ot3tONtOA05a.rI1A.•a1lAPSP WATCRttUtLTAATWN7CL7s9.SPSP 301191t SH-704 IFLANOC OR Fill FAAMCf tlAtiCtST TE6TCD UtITSI /% . O Tt67t0 GLASS •she* •x a n MA% tAHO StaiW $PAC".13.3/4`111.3JL` a /� • TCSTSO ULAttis • 102ig Alta MA%, JAND SCRCW SPAIN*-1}•314" 3, 11MV4' 1.7 nVFAA[t Rasa, 131 nANOCt S3 [n" vtd• a 7L t/i-Nqh • 1 TIa^deep Coal SRNA1WIaaI OT"In,ITDitT1 OA$EO ON E if DtCt,pllAVlptOMSt it7.00F7i 1194 IlaSIT DvtR 1a12 fJtht St3lE-videa7Stl2'Ngbatl7E`dttp LL CONFIGURAMN$ WX /j TtfTaltt•f3jYstt3J4'.tiANOCtS0VtA1} rITLOADS ••67A.4XSPIP ill OA2•WO.GUCX1 Ot6lOH LOaOI a .6]A. -t5.0 PIP astV4 7LSYE13C-SL111, a6t•./IN26WO'a T[4T LOAD$ • •tti."bfAP1R 1 is MO.OYtKd Otj{EN 4DA05+•kIJ,.4L1p e F00 t"TSrLAROCST TESTED UNIT51 G TcfTtD alAs6: 1tu•-AttaFtA[tb D TtSTCO GLASS • a9s•ANNtaLTD L5.1 ►tA114l: ; 0 7/6" vNde It 31116- Nqb NAx. IA" StittW SOPt PAa - is 11t• t 11-31, NAx. JAMS 3tAttl SPAO#G • 11• t ttY1t#• u.2 fua S421e«Wide x362/4'%gh tAtt:ttR4TaNa.aT.aer,aaP (I{}3;p!{Ayla10.r0)4iit,To►T3 2 �NAif=RtALGHARAMl5TIC6: 2./ PRAM£ AHD V£NTMATtR}AtrALUMttUl4 ALtDY 6663•TS It firlut 3¢ect(it csttdskit trpeL ' ELEVATION sAs amen-TDss Trill Sltc 4 %3 it6's i rLAAitf IIOVCR U T ETt,yAD>il+f2,0.«i pSPtlrORlMW0.97JGtf � 6Ht40A ••LLD • PSF M11VA110111 T1fi7WABSA1WINatIW zx 4LAalt 2.t t GLAINC HATEATALI 3116• A1131[ALCO GLASS itAO, Na.100,14l1! S 11121 FIAHaEFi1AMffie.HIt4rN00W YCSTCDOLASS • • . OS4 A"rICALED CLASS iLAM eta. t493.1894, t 15911 M4x. tAtEO StAtw SPAt6t6 • t3' L It` atG:0AA1TIt10 rO7.tf1.5 aF 7.2.2 CLASSIC METHOO+ EXTERIOR GlA2[a Usltm A CLEAR COtDAEO AaHCS1vi -SaHo"C" atavoia toNPot"1D tat t00il AND ALUMINUM AGLLCD OtAzw6 OCAO. TtST St3t • it• x fi 1Jt• • FLANot11 OVER 11 Tf5TLOADS a•TT .TLOPSFj1*an2AWo•aiiCK.t 23.I DAYLIGHr0PCN1lia613rt ILARCIdTT161[DUNITS! LO )if.- high ttLANGC OR fill FRAHEI USiaN LOADS . •= Frxto ttOritr 71V wtdt 1113 OPCRADt.t VCNY, t, 7/E` w►de a 33 ar4" ht¢h IPLANaC OR FIN IRAMCI MAX. JAMe3AJtW aPAttNa• 17.11Y L tf•1rt' DMNaiO+PONAILEaF►} 1JO3iS1 2.1 FRAME ALL ALUMRAIM SCC71011S 1R061• trp. WNi' BUTT Ia111T. FRAMC CORULAS Olrg L xe.i-tit6StIMSORAWINSS 4I1NLC WIT" LAWSON alp - ARE StCURCO MTN TWO a9 v Vt' SHEET METAL SCREWS. Alm 6. ASI061ATe INC. owtMTiCarfuls fate, r OA41.141, (ate, a L61s• deta Iowa. aL-75011 2, ALL W PCAFOAHtO AT PCA[6txattON TCST$V0 LL 3,2.E ►LAN6t k2AD, SOLID 6b6]-TS a l49' tat, 4,2t9• tat• fate, a GA$7• IAt. fact 11 t5T6-deep IOWA.OL-7511! 01AT1N0Sfa5 LAO0RAT0RYtfTtiHMtEAtLF4 1#1KAM $oil* 6063•TS 41 7.1,2 nkmk• JAMDSt Saito . 6043•7S L050" ert. late, It 1.t35" tn/. fate s T.a7S` date, 1OWa RL-TS II ,A15-d tOw46i•78T11 FIN IAMOs, Sato 40L3•16 L117" eat. {ate. a t431 ant. fates to, 2,23 TtANGC $tit$ Soto 6063•T6 O aDi" caf. f ite• x 2.t]f`1At. tare a 167V ottp IOWG, pL.73031 •POI U LU SOLM 9463-Ts 4a07- Mitt. face. it 2.291" ant. face v ISIS' dttp Iowa.01,42301 2.1.E "Scioto RAIL STOAHOttow 60a3-Y6 I.OL- ant. face. t LStt- Ina, lac• x 0,164, deep Iowa. aL•T3031 23A MCETaIa RAIL HOa HOLLOW 606$•Tt to1v ixt, fate. i I.S9411a►, fat* a 0100• deep town, 41 75¢#1 2.L VauY [aNi ,�•„tAltrTntNa ALL ALUMM M SECTIONS t0.06t' tfP, wdo. DUTY JOINT. TOP ARC BOTTOM VTNr CORNtRs ARE SECURED WITH TWO as x 3141 SHEET METAL SCREWS. C•dldllen 7•ae, Alva Afia•. I 2.4.1 klif RAIL STD, HOLLOW 6063.10 WOO" rat. 40:4.+tt I tot, fact x 0,1ti" dtep (Dwa nt-1a051 tQPRAtt.110A "Billow 6061•16 100a"tat•btd,:LR3t'1nt.liaeab7i0"datllOwaaL-74091 L4t3 8DTI0M ft#A1 HOLLOW 6062.16 L000" tat. fate. x t5¢0-iAt. fact x ciat0•' atop town, v1L.75061 2A.1 JAMB RAIL, Salto 6063.16 a327" sat. act. a L040" Iht, late a 6.116" Cato Iowa AL•TS011 IS Y.t VITLttI810-VEM OUI /* +rti eye latlYP. L9tAlLgR• 2.5.1 5kfia Rav 0.100' vide a 1376` 1,fsh Voin am* Al VCIII say oM RAIL 71.2 S1atts Rau 0.101• vide 9 AS4• NIh Pitt Wit" 1111TARAL PLASTIC rat At FRAME SILL 2,5.3 Staglf Raw MIDI* wide 0,110' Nob PILE Wit"inTC401. PLASTIC Pitt AT EACH VENT IAhO R4A 2.5A siA¢it Raw O.ttlt• wlae t 3f0" hI¢h PLC WITH INTiORAL PLASTIC FIN At PRtEO MttIM RAIL 2.b a "OulknoftYJ .bn+t.inllnn. 't.6,1 • • Two SPA"RC i PULLEY DALANCE - JW CGMP- I AT EACH PRAHC JAHa TWO SPA3HO LDADtO AtUMUWN Jt00K-L0tle I At BA. EN0 Op aDTIOMRAU. . , 0NC Spina LOADCO ALUNtnUA MOCK LOCI) 1 AT tCNTLTt OF BOTTOM RAIL 216.3 FOUR MASTIC VENT ULTERIOR FACE MCC - tit)f P40113 7 PVT VtNT JAMB RAIL IAA Iwo STEEL TAKC-GUY sALA1ICC CLIP - JW Camp• , AT CAC" FRAMC IAMB 1.65 IW0 'OALANtE 11009 1, CAM - Mt" Pa1141 I AT CAC" ENo OF VENT tap RAIL I.6A Two PYC `U• SHAPE VC"r STOP + "w+60Ra" %nn1t Co. 1 AT TOP DP EAtNFRAHC JARS 3.7 Flttpxatt5, - 1.T.1 to wo f• WitP NOTCH O"C AT CAC" INxD OP SILL SCAttN RETAINER AT 2.1.E TWO t'atieWtapitott t1RCAt1CAtATtSILL FlAtIat.71J2 CA.fRDMCAEND I.¢ ltUt ljit51 NONE USEO AT TEST' • •-IONLY FALSE, DECORATIVE MU1111111% ARC ALLOWED) rxiensioLLw 16..'. l...riltanR. I 3JL1 t9TtAtOAMUHTIN,,HOLLOW 114113-tts 0610'vide"1.125'RIgDt.OtS`11p.-all Iowa. OL-15111 304 INTCARIR HU11fuh SOLID t063-TS T 13S• Itlgh a .412't1p wail ;OwO NL+T}tat ?A 80141011CtMGiTt i1ONC 2.10 PADS, , , "ant ' 4.13 St4LATITSt• FRAME COR1fERS.FAAHES i,IHSrAL&ATIDNSCRCWSAli*FIXEDMCCtloo RAIL AT tH02 WEAL SCALED Wit" COLORED SEALANT, "PURYM SUPCA TEAL" S 1 ttc7tPICATroN tA0[L $N fAAMC "LAD.'• P TIBIA fP PAr•7 r5 "too, DESCRIPTION tuavits : 1-101 f iLANfiEtAAHt1NAD 2 L•1303 3 ftAN4CPAaHCSRL 3 L-1301. 2 fLA10CF1tAtStlAtiB t t•7Si] _ t PpirAANtNtao a L•tsti t faRFRAktS#tt i L 7S3t t ►OftAAPCJA1t11 7 t.T147 f FRAM[ FI1C0 RAR • STC vtNT top RAM • St01 9 t•Zt00 t AltrfOitDAAR+Ma. t0 t•1S9] i YtkT TOP RAtL «ftD. 11 1.1595 1 Vt1tFE417011RAL 12 L-ISo1 t. VIA;JA1t0RAb 1 1,4611 At0Y1 0{JttGiGOUCit/a•1 ROLLPOA1tt0atW01- ti t+1lli AS#t0.0. al A2YlOftADt3lti") H R OA OILP4R t tlowm tj i$A66' ASR[Oro NIANtAs3CtivicR[w1 asa114,1U1,pi0ttlt+s it F5•111 RSA[Q atstALtAtloDstA[Ws RISTALLATIOVSCREwS ffiI¢:f'FRM1LlPj x10a9ttL`PilItIPS ' iI tS•OIL ASRtOb t/4`au.aUtf tl t-TStt ASRtOaoaiTOHRAR Y4tTLiRtSP 1t p11S.601 Asenra 1NSCAL1KATtt[#•57AtP .Si7•,Ait'ITrii•a46Mt1 pH3-¢¢i AS#COD tpilCAlwtATPCA-SIRtP ta3•r3F0'tttltt.6g041t, 3a 3f PUS-ovi as94% M StatwCATHtA•STRD .t1T'x316•#Tn4.61i1.1! 21 t•71t1 AS#It0'iE pttMoRFALSCtARtraN t3 L-150 AdsRio a+1ti06APatStNWtitN tt t-TSit RS ttt07t SAfN fAtt Wit it A VENT JAMB AAtI tS t tF1 t SATMTOPnot/CAM It L 7326 SASHSSOP n L-Ian : 6tGtx s TAtXKBAtN1tc to 6.1St2 As Nov vDiT tAt"I Is- t•ts2J ASAIO• YLNTtATtNSPtI010 ' }; G1$ibl-1 WASAtNARi,/f 3, SttCU-1 SCRCUtCN6RT 32 • t7Nt t PACQWILAOt! 2.1E ADO$TIDNALDtSCAtPTiON• MWSOt;t"OUSTRIr 0 .. 1P.T.1 WOOD OUCH WMlffal" Ift0 S,M S. - HOT DY LAWSON END, t" INN, WOOD £HEED MUST SUSTAIN IMPOSED ' LOADS AS SHOWNDNELEVATION 3"Sit" ,SEC SHE CDULE BELOW FOR 1/6•-ANN, . A _ i' MA iTYP.1 • t" t NUMBER OF ANCHOROI MASS ITYR :i • Ty,p is %. Mot. . TYP. iY," ESN. wa0p EMBED ' . CLCAR'AD1lCSIV[ t/t" SNtM I {0 J:" FROM CORNERS EDGING CoMPDun MA • . a' . .-,p . Y pHf0E0lHT tTYAa `' • �� �� 2x IP.T.1 3/16- 0 TAPCCRI 40 WOOl) BUCX f2 3 ? lux 54;.H$um a. BELOW tat- MAX. + raR NUHQtfl CHORS) OF AN D oil $IESM// .Tti - �,�, .607 I.675' --. iD � ♦ •i'- t � �/ ` A 1 • li C I- •. .e S. t • CLEAR ADHESIVE 1 x {P T,1 , 3t16•-AIIN. B£ODa1G COMPOUND w00o BUCK Iaea- 3Ti" ny ArnlG D 1lf:2 GLASS t7CPTH1alvel .3)$-01,AXING " w w or-%f a PPLAN VIEW �OFGLASS ! TAPCON Ca d • Ydi 3/16,116 'LX UR 2x W000 DtJC;K D~ • • � • a � t" FRnM CORNERS STANDARD t"tA1L I. L09L yt • A• TEST UNIT Lt3 " c, • p& FtllliMA 9LIME+IARY • 1 x O(P iP.Y:i FTL-sa9z a-B 9T B .' • . BUCK REFERpNCEt d TEST 51ZEI 53-iJ8" X 7L-7J4" iTYP.1 21 I STANDARD IliS'HHWAX. TEST LCAOSI «fs/1.5, N671S PSF EI.I~VAiION 6" MAX. DESIGN LOADS$ �I�;,9.4Ntr�O PSF FLANGEFRAME ,TYP.) j i MCCTINO RAH. TESTSO CLASSI � SINGLE HUNG WINDOW T`9' MAX. JAMS SCREW SPACING$ 15-114" a 17.3/i" .. ww1"MwI,M -CLEAR AOHESW C n .001NG COMPOUND V tiILlaMrat•.�,...,,,t�,�,.� ,t 1 2 PRDOUCTCQttf OLDNWISIDNN ie 28 ¢.eat" • • atHLa3iGCifOECat1?UIiTDLEG%YrY-,E + ACI;EPIANC6h'O. 1'1Q I -r-R- - ' ice% t •.a • 2 , + •. 7PCONSSMAX. 4' FROM • a � d Lut•CORNERS 4 ' EMD . I.7/0to. " HfH, . � rDT4,f 15T. 1 x iP.T.3 d wtwD OUCH ` • Nth" o TaPCOtNS . IN 06 Cl 4"PROM CORNEAS 1 a - � • HEADER & SILL SEC7I0. _ tno- #lDTti : EDa coal. i. THIS WINDOW SYSTEM 11 OCSIGNlO AND TI STCO TO COMPLY WITH INC NEACaT sN QER &SILL SE DREai MURNTS OF THE lit),OAOC COUNTY EDITION OF THE SOUTH CRK1A BUILDING CODC IS.F.O•CJ CHAPTER 4. CHAPTER 23. CHAPTER 35. ALT.,H•, •N. Dtn.,Hg SPECIFIC CONDITIONS SHOWN Off IN& DRAWJNO- 2, li'OR 2 x WOOD DUCKS SHALL DC tNSTALLEO they BY LAWSON MILT AND At ORDAO90 THAT THE eC MTN REQUIREMO100 RESISTS life ENTS OP f99t S.P.O SUPERIMPOSE D LOADS 1N 3. ANCHOR 0$SCRtOCO RI•TWS LAYOUT ARC AS PER TEST W,1T. OTHER • [ONCOMNS TD OC ENGINEERED SEPARATELY. Na wpARCNtHt3161RattATtE T10n Ot L. ANCHOR E SpECON NOT DESCRIBED Of THIS DRAWING ARE to EC CNWCRtD ON Atttx0A5 ptA t [Na Cq ram• , • z it IP.TJ r WOOD SUCIC NON••IMPAC RESISTANT I 1t tP•t,l Wawa eUCR a t0 lt.H 5• WT 8Y LAWSON 14II1 � 1 tK",INN. WDOO f.HBEO MUST SUSTANi0a! w t H.7 " AS SHOWN DN ISAI LQ40% tj y d IWU SCHEtWRC rLOWtCR tf$"•ANN. , t+ I 4" MAX tTYP.1 !t« , i • HunatR OF ANC RSI A R to SJt,S. • GLASS i 1TYP.1 D1s Ills" M19. WOOD EH06O )GEAR ADHESIVE iftf• SIGH d A P! t rip imippo NTORNERS I33D1NaI:DHPoufR MA a p4 . �P•t` to 'd'A WORD BUCK 1 • 3 1It§' m TAPCON' tl f ' " / .Tti�9- a ." fe s fs ��•�r� � .L.M.. .•rr..+. lit ..rw.,•Nw to t I EH844. CLEAR ADNESNA + tr N a 3/16--AN9. l)tODING CoHpatmot It tp Y.1 t3 10 WOOs .1 CLASS D ONCE ] 4 air?" tell" \ .✓ a /�o� �� ,11s- AXI1'G 1 t • , • MAN Viij1Ctf t CC4llA86i `a" t¢9 " ' 1lSi" 9 TAPCON T I p ilol{ j ' 9.... /.43• .4 • lAR-PRaME'oRNtRB �S13�J 1 • a • E • H REP6RENtEt PTL-Td4O 12«8-97, t" f3 i i e• a a i . lit IP.T.}} 7CST. S1291 53,6i/0, X 7l..tdt." . ;G„j E}CATIaw d"MAtGP,t t HSAVYOUIY ® _' Ol1CK .TEST LOADST .94.5.,.914's PSP • 1 t INBSTITNO RAIL , i/A" MAx. DESION LOACISs »83,0, "11.0 PSF FLANGEI+RAtIRE tTYP.t ItHitl WATER INPRI TRATION ICITt 9A PSF SINGLE HUNG WiN0 TESTED Most ltAXttUAM SCREW ctUnM fftt AtSS'tPRltMMT » S t7N3fA" • c Z29r OMIT= COMPOUND .2 N&i01it .6 • D , "4 • A•• w d �� • , �,:� " • t • 17 2 •1•T/O' Mitt. t*IJi" HAXY •"L S1frM env Pt • 0 t0 N.N.S. oMo nuEas° c o 3tu-t► TaaraHs (o E" FROM CORNERS T x tP.TJ WOOD OUC • ,jjC_-A0ER & SILL SECT ON , AA, THIS WINDOW SYSTEM IS OL'SIf1NED AND TESTED TO COMPLY vATN TNT: Ai•,"�', "ILL SECTION RIGUIREHEHTS OF THE{ 19114.DDADE COUNTY 401TiON OF Inc SOUTH E ONI CON[INT OHS)SHOWN aA THIS ONAWI i�CHAPTER St. ttNOCRR TTHBUILDING CCIFIC S 1it OR ? x wljoo aUC SHALL O6102TALLCO (NOT DY LAtW+ SON INIIJ ARD $O YHA [THE SUtLOiNG RESISTS Tilt SUPkRiHPOSEO LOADS IN 1 IX9 ANCtNOREO ACCGROAAN86TN ITEOLAREMENTSI OF t404•$.P18.C. . , ' ANCHOR g$ClWconitioNS ViIN THI Ea OUT ARK At PER Tell UNIT, OTHER; . TOOt ANCHOR CONDITIONS NOT USCROCO IN INS DRAWING ARC TO CC ENGINEERED 10116111 PAUNTIRSIS INDICATES WA, OF ON A Site SPECIFIC BASIS, . Aktt10R$AtAJAHe on"M t,R3Y" A STANDARD MEiiTING RAIL I fi .' ':0/1S�ANN1�iFLiOlJi6tJ•tNDRAI. ' WNNODW OOMPARATIVE ANALYSIS DRAW. ORM LOADCAPA111TY-Pap 1V0U0tftiOl4 r>r�"s : ,. WOODBt fPS V17QtS AYO a 7A1 VYOOp iAPC01D! a POSITIVt#Y IttDATTVi C y PaatriYC. 1KOATIYL Wolff aa Y ' d iw NKW 1f� ua tt 5t . •N 10 . tat ' Iw,t1•1n4tN.N, . {w1tt4.32NA 7N SIN 26 t11 E6L7LT'J •Yf.N'«2»R.2 TIM #.3.. •, I&A • a711 tit& `51-1/0 Ail '7LL '" fba lJti iiJ ILA t9wir� at's 241.T 43J • • 1i20 fl N. .• aLl ♦New. ♦ lt•1l2 1• 61A Nf H-MN n/b . In 43A #1r.T +, 6a 3 1• , 16607 3$•31t 1st NN1 •.. « A" •♦ iS11s •N.1Nw.INY At 5i,4 63.1 ttR4 81•tla Gil ' 81.7 6T.1 : 3t.1 61,1 dTd �t•tHe'41w4• - f33 .113.E Oa.:.w ::tilt 2";•t/I ♦.N f. • Ql•f tea 41t 1 N /1a3 ♦ . / atSolis .•w-..-,N....•NM ti! A3.1 ' _ 1141 ' St.i �f JIA aft t�E 24R.9 ilal i1h1 • 623 • 1-•MIN t7rA St•it1 abl,w, ta9f " . tall « .NH t3.7 1HN -•-NN ri�a • NN to 63.1 M.N,./ tt/.0 MI•-'». ! f/•,'•,•,f � ,f6T •;�"O ••MN♦ t#3J a•• w-+ 6ya #2 i Ili f51•tJt all " 71# . INW Sty ssa 16" thfta. it2 Iota ,.1^La i2.a . 1t0t ".112 , t3] TFIi •. 1l1 N .i«1J1 . 'a33' 166,5 nl f3'1 " ' t:a0 ' 63 ITT a?y"„ 14 ua ' 7164 61»E•' vzt $1-4r1 433 41? '!if ffiO1 . 11.1 4f,4 1T.1fi 5i 1a0a 10 41.1 ISLT `26•,!i a13 t3e1 • 131 iffi.t tea 41.1 IOP w + 7t ]L.tJi t11 a13 ` ORi" t71 4] i 610 ` 431 Ai It-illIra 6t4 � 11Gf Sil 0 O BHaED M CORNERS HEAVY DUTY MEETINti RAIL 2 x tP.,r I WOOD suci1 HOT BY MUST SUSTAIN TAW OiAWSON ND EO LOADS » 3/164 ANNEXED GLASS SHINMA FIN FRAMECLBAB ADHESIVE ecoutNB COMPOUND 2X WOOD BUCK • Ft� I ,�•�s" a AZItG DEPTH a1rE} wrNDaw tilo7t • PLAN 11181�11 o tD SAS. NEAW DUTY RAIL ' 7 t4maw= those TEST UNIT PORANCCHDOR9 RACCW4 PERFORMANCE SUMMARY 1YYP�1 • REFERENCE, PYL"t8ot12:it-97 TEST SNIE1 56"t/V X 75.112" TEST LOAOSt .94,5, -94.0 PSF DESIaIRLOADS1 061.01-63.0PEP WATER INFILTRATION TESTI 9.5 PSR • ^'"`••'"""- TESTED t'sLASSt " MAX. JANO SCREW S A tNG1 15-3lA^ A 10•3/t 1. NCtiV-IMPACT RE-9ISTANT ft Dw � DESIGNILOAD CiAP'ACtTY•PJ3P - a Wolff MtXRfi PaSipYt ktOtyYIV4 t8 28 itin 21.Nt // / {4 • �' TIErsI'uHr . D /4" MAit. tt 10 S.M.S. SA,It lat�i 3A. !t 3f." 4TJ hl3 #&'k t // ` Ip. N t0 NHS. tit"MIN. WOOD EMeEO WOaO SUCH NOT BY LAWSON IND. SUSTAIN IiPtISEO �{S SNaWNIt"EGHVATIaN )SEE SCHII t BE1.0W FOR LNair AOS NUMBER OP ANiHCR31 1!6`-ANN. I1LAi{S . CLEAR AONME . Eat1NNG COMPaU ill" Stm . HA • +, DSB"3mm•ANNEAL90 GLASS : e FLANGE FRAME st� go TAu ssELaw 1x OR -"tax WOOD BUCK = POR NUHf1EA OF ANCHORAI STANDARD RAIL 7E sT UNIT 5 • t , PERFi?RM,4N®E SUMMARY . - +` A REPER£NC>t, PTt-t895 lx•11-97 • EM rA TEST S1261 370 X 74••TJ6" fl t Y"So Oi AZRNO � • •e 1 x mr.) • WOOD DUCK TEST LOAOSt 47y D..77.0 PSP DIlSION LOAOSt -113, -S1.8 PSF WATEA INFILTRATION TEST, 9,5 POP DEPTH 1111TEi `W/ w TOT90 CLASSI . MAX, JAMB SCREW SPACE -sw a 134W 1Ju- a TAFtaif NQ(tt-llVl„PAI_i' FlESISTANT , • 1 z tart •F. WOODDUCH: • • it 1 i j !/ HAM SHIM qq . i CLEAR M"VQ BtiODICOMPODI; xtA1OGG BUtIO t.799- tLM � HidtGtNT (�) t0 ITWC NEGATIVE S �✓ 42 24Ri • " . 36 � b" iiw•e ' i iI Ix aa, �'n is aP a MR "C'a00R 1 ASS « is h2"' ' • tN.d " • • fss. _ . , • ' � i�N • 2 A iP.T.t - )Mara j i bt., T•7�4" 1*4 4MBEn. WACO DUCK t,1 tT3A tWTYP i w ILL P1 s /16' 9 TA Ok j i"FROM CORNERS . AL,. HEACtER #r 811,L' f1sCTItiN ra HER.& SILL SI=CTION i•.7 . r LT N99.7 1.! WINDOW 13YSTEFi 15 aESItSNCO AND TESTED to CdnPLq,1t My" IN ' 1EMSNTls OF THE 1494 DADE COUNTY EDITION OP SOUTH Lj is '• tiji T1fe nZOU 114 FLORIDA GULL *M COOL t6.P.0.141 CHAPTER t CHAPTER IS CHAPTER 35, UNDBRTHE SPECIFIC CONOITIONSSHOWN'ON,'Mt%011AWN19.'', Did �IRkANNI=ALEDl1UI89•SilsltAlL VTINtIt)4V CDA1l1AITATlVid . ANALYSIS, CHART ltaf/6tn9:: M113NLOAD CAPACTY-POP ' WOOD TAPCDNffi iTCN /d:1"r rr, - ►Osi11Ys Ala tNCOATtVt Orr P01TTIVt Se Hi4ATIVt H-t/f 914A 633 shill •NMH" •,I„IMI " 14 tit .M.•M.N.• 61,T 'ois ....,•NH IsTA1M, •. .• 411 tTl . M.» w -•HIV i Ili.2 i f6.4 rif ..» il•1f1 , WYN •NM.•N• - ,i13 ♦ w:MNN ' 1.•N. NH It°2H, ,•„6it'. ,i�1 .. n�ww• Mto . 1Ei•1/131 tf.ais HI IOa3 Est 4>rl ` 10R7 MN111,111H«. ar "Dial ;,ate, eaa 43.l1A 1T!!It -HNN..• 11J •N.11 Ii]S HNH,NHH•♦ E0.1 W •+° 113 HN.NHYx' .•2t::n i¢.sJf Us Nkla `t70 , t►es :its" titN !ti ,H i 1 "S 37 e "'US to -Ito N1. i11 WNi. ' 211E . «wHM Y E3J • NNNw .134.1 YN WO if tall 4?.S " N4A w " Itl "• 1Rf »�H.H-». VIA sa•ire - ' - •• ' i7 j1) . i M w.r Ittsis N Awn «S3 y iLi s 11111 a'1-.t ` IT" d1A : it*,0 ti.tt7 • " TL•VJ, tTI Elf NM • i!►.! M N • "i1.i t11 ,-., . •-N.. • aSt ' , •.« I �I ' efi � s- lie •• g. !, M at ' i1tYP.1 "VATION FLANGISMAME 6'•MAX iTYP.I SINIALEHUNpWlNOMA N la1 2, 1 x OR 21T WOOD BUCKS SHALt BE UISTALLSO INOT BY LAWSON IN l ANO ANC#OREO 50 THAT,"[ 81111,01N0 RESISTS THE SUPERIMPOSED LOADS 110618M oil Nims lADtrATEt ka• aP ANCHOR$ PER A" INACCMANC6 WiTHfi141JUI;HCHTS Ota 199E S.F.O.C• 3. ANCHOR DESCRIBED 10 TIRE LAYOUT ARC At PER TEST UNIT, OTHER 1s1T • iti9A " CONDITIONS TO At IMMttACD SEPARATELY . is"" it. ANCHOR CONDITIONS NOT ONSCRROtO Us TWO DRAWING ARE TO DE GNt1H UOIID H. ..-.H. W ?fA OR A SITC SPECIFIC OASIS.. 13813'•3MM-ANNEALED QLA11SS • ' 11 tD S,ItS. FIN FRAME! 1111" 1404 WOOD EMBED s 1!21PROM CORNERS /2X WOOD BUCK . • T� N18FD1NT 4 x IP.T.1 WOOD BUCK rr STANDARD RAIL NOT BYLAWSON M- MAST SUSTANt1MPOSED T5ST UNIT LOADS PERFORMANCE SUMMARY tI4" SHIM HAX 1/A- MAX. SHIM REFER, NCIit PTL-ia94 i2"if-97 CLEAR ADHESIVE .269 TEST SIZE) S4>tib'Y Ii 6L" BEDDING COMPOUND TEST LOADSt *62-00, 42.00 PSF D66'ildN Lt1ADSt rAtf39• a6T.83 PSP 3116"'ANN. R 14 S.H.S. -�•-� .6a7" 2 x 1P.T4! I WAITER INFILTRATION TESTY 9.4 PSF GLASS 1Y," 1UN1 WOOD Eti0E0 { WOOD BUCK 1 TESTED OLASStt3"�jN A #13 8 27 $tilt SCHEOULC BELOW MAX. JAMS SCREW SPACtNCi 13" Ile 14-710" 12 MR ANCHOR SPACING > <"\ t3 I 4 iTYP.t 1(a�►1 CLEAR ADHESIVE • tJ$"•ARM. atDOING COMPOUND . GLAS 19 OtA tN� JI • �k3El�+rff tBtTEI 13 » � DCPTM 191TElG D h t.O9L" ^1•JiNO WW W�IOTIf__T i �» PLAN VII;Itti >,✓ z : 13 sTANDARO MEETING RAIL ; ' i. THIS WINDOW SYSTEM I5 DIESIGNED AND TESTED TO COMPLY WITti T"E THE SOUTH Vol u . ACQUIREMENTS OF THE 1994 DAD£ COUNTY EDITION CP Y w FLORIDA 81.111,01140 COC£ IS♦P.11.C.) CHAPTER L. CHAPTER 23♦ CHAPTER 39. DRAWING. C UNDER THE SPECIFIC CCNWTtQNS SHOWN ON THIS 2. 2 x WOOD BUCKS SHALL BE INSTALLED INOT BY LAWSON 1ND.) AND ANCHORED . SO THAT THE 81ALDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE w WITH REGUIREMEHTS OF 49 it, S.P-8.C• 3. ANCHOR DESCRIBED Ili THIS LAYOUT ARE AS PER TES r UNITE OTHER ELEVA7#ON i-3dGN ITYP.I CONDITIONS TO BE EHOINCIAID SEPARATELY. 4 ANCHOR CONDITIONS NOT DESCRIBED IN TH16 DRAWING ARE TO BE CNG#N£EREO FIN FRAME SINGLE RUNG WiNDGW. 6-T/2" MAX. ITYP.I ON A SITE SPECIFIC BASIS.• CORNERS t it dMEl6HY S i SHiF'tMAX. WOOD BILK ALT„ SIi-L SECTION , "to S.H.S• I19" MIN. WOOD EMBED 0 S-tfz" PRO" CORNERS - i � tiSiPOtNT I:ADER & S i I]t30•�otrl.ppSiF11IJS11 i1IJ186I.1#� I;AII. 1WNi3OW COMPAIMATIVEI ANALYSIS, OHAiiT DWOR WAO COMMUB CAPAC ". PSF WNOTH. Room pasinvir NEGATIVE I9"Tad 61.3 ♦•.• NMt., 3stl.7 M.N.1 N,Iw- ♦ ,.. 24 172 =6 6�1N t14,6, . all" 13I 1,1 t2r.61.N 51+1/t .:a3,y 6I7 e2.6 am• 4111 1 1H. NNN 16nf/j I�. lt•1/d 53N I • 11'*.NN N.N1H lot NM •« NN N•• M• • i ii1H . •il''tMT••,1 31.116 60 E 10-1/9 -63 � ;. lttfi •HNNMN H, 4D•fU0 «iiN 1,3A «1•.eN`Nt,.�'Mf ill N:..«+a'� . , Eli, 14i w,Nf S1-t1a , N 44,I1 . ' L4,t1 o.f• /�Ny tsar N• q n 86 17.1 37 1 sYJ ti11 p S1+ta . A4.0 if -lit 6%v 111.9 .« 2f=fn 6i 63.7 of,# N.31 art '. 60fNN1 f. 600 Ir1-us it-Ilavne IA•Tn H Ti-ifs ill • S3•Tt@ k1A IN i•wnanfauali fnwn.la ii HN•,rr x IP.'[! ANC"OR8 PCR iAttp • !GOD BUCK NOT TESTED ID IS 187 f:j"MIN. WOODEHsttO v f57 "6yj• fi+• 5-1112- FACH FURNBAS fW. fl6MufPOYfr f1.vi it,1 "�R; I ' S 7#.tlt 63�lM1 , , , t6f4o f to" 4Y M t d S R •Ii "Hnr. WOOD CHBEO 2 x tP.T.} 7 N iw' I61 tL3 ' , • t7f:2 6s 5-112" FROK CORNERS WOOD SUCK • `i2.Nf' alp MIDPOINT E to tP TJ WOOD BUCK »It -1111 -M Asa • it1R1 HEADER & SILL SECTION is•,t ;, � . ALT. SILL SECTION ' ': " ua .. " 11¢a RLVATION -- 57.111 631 ' 1L2 , N SINGLEFIN F RAMS D" ITYP I . � f 11; 4, i1.1 1#9.a H NQ WINDD! T 1n" HAX. t 7tH8 WiNOaw SYSTEM is DESIGNED AND T6STE0 To COFtPLY WITH rme ! YPJ • RSODUtEHEWS OF life 1994 DADS COUNTY EDITION OF Tilt: SOUTH ThilJ 7t•TJ6 ' SX3 ' •- tat;T' FLORIOA OUILAINO CODE ISA.B.C.1 CHAPTER A CHAPTER 23 CHAPTER AS. 37 in ' 53 UNDER THE SPECIFIC CONDITIONS SHOWN ON MR ORAWRtt# i1•t/f i ""• ;A • 2. , 2 a WOOD ODUM SHALL 5E INSTAtt6D INOT OY LAWSON INQJ AN0 ANCRMW 80 THAT THE AULDIND RESISTS 109 SUPIIRIMPOSlCO LOADS IN ACCaROANCE IZIN PAAIkTHriaS eNnJtATEt tr0 0P WITH 1190MREMENr9 GF 400L S.F.Ox. AN[HOASPtR JANO 1 . AtfEHaR OESttR181O3 Nf THIS t.AYOlfr AREAS PER TEST UNIT, OTHER • - caNO1TION8 TO OC ENOIHEIRED SEPARATELY. L AIWWR CON011fONS NOT O olisEO IN TM5 DRAW fla ARC TO OE EtNORICERE'O OR A SITC SPECIFIC OASIS. wool) DUCK It to St1S, NOT OY Li1W5QN tNO. Sit -;TA WOOD EMOEO MUST SUSTAIN IHPOSEO AS SHOWN Off ELEVATION LOADS • , a ly°= + 4 N 10 S.M.S. iSEE SCPIEOULE BELOW FOR _ ue"-ANN • I O E am • 11i•' MIN '000 EMagG NUMBER OF ANCHDR6! CLASS , a TYP. t , i" FRat{i4pNER8 CLEAR AD1IE81VC I/t" SHi14 • . a a °9f+>aPOIHT EaDINaCotlPauN DS6-3mm-ANNEALE0 V,.ASS WOODBjitK# • e " : ' .. FLANGE FRAME fz 3 23 ISECSCHEDULE BELOW ') x OR 2x Wet©C1BUCK 1/ SNfHf1AX' A FDIIMURIIER OS ANCHORS! STANDARD RAiL. :F+9- TEST UNIT 1.a s TD A PERFORMANCE SUMMARY (A j 1t f , • �a R6FERENCCI FTt•t¢93 t=-if-97 C18AR ADHESIVE TEST SIZE, S3-1/a" X 63" f!f"+AfRL OEOCtNG COHPDUNa • EHry • TEST LOABSI-62.00. "42.Co PSP GLASS x x Ia.Ta iJ i R IP,Ta DESIGN LOADS, -Lt33, •:L33 PSF 16 1374" OLAtIIa Wcoo SUCH WATER iNWILTRATIGN TEST, 9,S PSP) a7S•GLAZINt! Waco DUCK D ;HSTEOLLaSBt r1>3IS.9MiL.ANN$ALIrO OSPTHlDI7Ei a I$ W W "AN. JAMD SCREW $PACK a, IV 113" • 3/15-9 TAPCO14 NON-IDfi 3ACT RESIATANT a• • A• a - a ttE-FROHCaRHERS PLAN VIEW -. , I 7� 143 " as .6 a ' 4 . Wa60 BUCK �H S I B t/ SfOH X• : 11 STANDARD I MEETING RAIL I �� • I z I �.i� it I 3 li CLEAR AOHWV6 BEDORNG COIIPOUNO t1 , a • zz9s" Isu now 2 1 .607" 16 2 tla- MAx, 6 s •' e. . o j 10 s. ~tJDODEff8E0 5fOH. .a . 1 6-rAoM CORNERS - a• • a A •t"ORO.• >< " menu. e•Q1a/ga"pMot, WacoTB•mex 10164I6 TAPEONs ALT. HMER & SILL SECTION ¢t 6- PROM CORNERS HEADSg 8t SIRE, -SE 0 Lon l.� aDw SYSTEM IS Eitt$I11N£O AND TESTED To COMPLY WITH THE REDU1RCMtNTS Or THE 102L DACE COUNTY EDITION OF "411 SOUTH FLORIDA 81011,0010 £DOE t51'.O.0 i C "APVCR A! CHAPTER 21 CHAPTER 35, UNDER Tat specific CONDITIONS SHGwn ON 706 DRAWN M 058.31t1Rt•lENNgALEO t;lA8S:8T0 RAIL MlINOOW 10010PARATM ANALYSIS 014ART .D6i O14 LOA13 CAPACITY -LISP Ow�:e�ks YfDGOgCRFdKIi ' TAParONti WIBTN I "Past DIV. Of POSITIVE kt"Im aTY. Cif PQXI?Wt 01E0ATIVE Iamt tst ti,�t 6T.3 2»•t f1a , u"s�t 2f•ift 2: G) �Ila "' isti tt1 63.3 " Ht: " 4�3 ip4• Ali TiA' " S!A "" 414 ,N HN 111t «f 4L3 • • ! « 716 ♦ HMI» 1.,f 26.112 4k! ti%3 f31 ttT,l 31 10.3/4 111 6 »lei•" • iO 113H-... $I w c7•iltl""' " si i sea its . I it.? 19�•�its am ssiA« &I* $*A It -art SO1lE 40 " 14tA 412 it'll i Ira y4s 6113 a� r 7RHitt E6 to ILL • 1,12 161 , i3'l• «.N40 . i3, 4 'i5.in . LtJ. , • 4A,i"' „�r 44i LiA " 19,tM61 . bJA 131.11 $14 Itf,L1-, 24-tl1 43 3' ' exA 13.9 aC s 2T f1 NT1 •" So ..w ... S43" N fTl • its' NN. N .,>si M.H.M. 3-be, 11t . 2fA NH lli H•N 3f.t t9.,lM 16�t►; ' 1t•t/4 77 'ii.1li a W 1 ! AatkTHt ATiffi Nf 2, t x DR 2: x waDD Gutxs ARAM. OE INSTALLED RIOT@Y LAWSON ND t No. xP bat u�rc BP N D ANCHORED $0 T R8QL�lIAB UKA O RESISTS S INC SUPCAMPFSCQ LOADS ANtNDRs PER JAMS 2: Aff"lil OESCIUSSG IN THIS LAYOUT ARC AS PER TEST UNiT. OTHER CDNtHTN)NS TO BE ((RIICREll SEPARATELY. "Doolittle M i. ANCHOR CONDITIONS NOT DESCRIBED IN INS DRA WINII ARC TO CC E"41119CRED ON A SITE SPECIFIC BASIS. • 70,30 t'ii X 3 f 1h 11! E B A1WS U` N "m INGUSTRIE.7yl�, MAI FAC# USERS Or "ROM Ac OXAS p� i" HAx Uy"p 1 tTYal ..Y,_.."..._. a. p r 1 120 MPH 0 CREATED 11/11/02 3 SEC. GUST I l�lrP 11 1}� i�P 1 `� 1 Z`Mrrr f 1 Aw IOU- BOX 34M •" AW+C?LLO BEACH - FLORIDA - 33512 ED "510 �✓CUENT ON THIS PROJECT. /7:Z'%THESE DRAWINGS AND MNY REPRODUCTION ORUS ARE THE JOINT NE UMIZED USE ISSIPROHiBiTSAP•A 003 AND THE LENNAR HOMES SCALE NomD DRAU N I�.v. DATA, It/= TAMPA DIVISION DOOR 4 WINDOW INSTALLATIONS DE JOIS NO. F" •" Sol SPU13-L i n r PRODUCT CATEGORY SUB GATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MASONRY/GONGRETE) SIMP50N STRUCTURAL COMPONENT HETA20 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT META12 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT METAI6 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT META20 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HTT16 51MP50N FL 505 10/03/2005 STRUCTURAL COMPONENT HTT22 51MP50N FL 503 10/03/2005 STRUCTURAL COMPONENT LTTI9 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT LTf20B SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT LTT131 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MTT28B 51MP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HTSMIb SIMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT HT5M20 51MP50N FL 1425 12/30/2005 STRUCTURAL COMPONENT MTSMI6 51MP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT MTSM20 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MSTGM40 SIMP50N FL IQOI 02/I5/2006 STRUCTURAL COMPONENT HD2A SIMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT H05A 51MR50N FL 505 10/03/2005 STRUCTURAL COMPONENT HD6A 51MP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HDbA SIMPSON FL 505 10/03/2005 STRUCTURAL COMPONENT HDIOA 51MP50N FL 503 10/05/2005 STRUCTURAL COMPONENT HDI4A SIMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT H015 SIMP50N FL 503 10/05/2005 STRUCTURAL COMPONENT HGT2 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HGT3 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HGT4 SIMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT LGT2 SIMPSON FL 1423 12/30/2005 STRUGTURAL COMPONENT MGT SIMP50N FL 1425 12/30/2005 STRUCTURAL COMPONENT HGAIO 51MP50N FL 1425 12/30/2005 STRUCTURAL COMPONENT HGAMIO 51MP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT M5TAM24 51MP50N FL Ig01 02/0/2006 STRUCTURAL COMPONENT MSTAM56 SIMF50N FL Ig01 02/0/2006 STRUCTURAL COMPONENT HMg 51MP50N FL 1423 12/30/2005 5TRUCTURAL COMPONENT MAS SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT ABU44 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT P1402-5053 51MP50N FL 505 10/03/2005 STRUCTURAL COMPONENT PHD5-5D53 51MP50N FL 503 10/03/2005 STRUCTURAL COMPONENT PHD6-5053 SIMP50N FL 505 10/03/2005 STRUCTURAL COMPONENT PHDB-5D53 SIMPSON FL 503 1 10/05/2005 STRUGTURAL COMPONENT ILTAI SIMP50N I FL 1423 1 12/30/2005 PRODUCT GATEGORY CONNECTORS (HOOD) SIMP50N STRUCTURAL COMPONENT H2.5 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT H5 51 MP50N FL 474 10/03/2005 5TRUCTURAL COMPONENT HT 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT Hi0 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HIO-2 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HI& 51MP50N FL 1425 12/30/2005 STRUCTURAL GOMPONENT MT512 51MP50N FL 474 10103/2005 STRUCTURAL COMPONENT MT516 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MT520 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HT516 51MP50N FL 53b 10/03/2005 STRUCTURAL COMPONENT HT520 51MP50N FL 538 10/03/2005 STRUCTURAL COMPONENT 5PI 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT 5P2 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT SP4 51MPSON FL 474 10/03/2005 STRUCTURAL COMPONENT 5P6 51MPSON FL 474 10/03/2005 STRUCTURAL COMPONENT 55P SIMPSON FL 1425 12/30/2005 STRUCTURAL COMPONENT DSP SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT A23 SIMPSON FL 474 10/05/2005 STRUCTURAL GOMPONENT 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 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT HGT2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HGT3 SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT HGT4 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT L5TAI2 SIMPSON FL IGOI 02/I6/2006 STRUCTURAL COMPONENT L5TAI5 SIMPSON FL Ig01 02/0/2006 STRUCTURAL COMPONENT LSTAIb SIMP50N FL Ig01 02/15/2006 STRUCTURAL COMPONENT L5TA24 SIMP50N FL IGOI 02/I8>/2006 STRUCTURAL COMPONENT L5TA30 SIMPSON FL 1401 02/0/2006 STRUCTURAL COMPONENT LSTA3b SIMPSON FL M01 02/I8)/2006 STRUCTURAL COMPONENT L5TI4q 51 MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT M5TG28, SIMPSON FL 474 10/05/2005 STRUCTURAL GOMPONENT MSTG40 5IMP50N FL 1401 02/0/200b STRUCTURAL COMPONENT MSTG52 SIMP50N FL Ig01 02/I5/2006 STRUCTURAL COMPONENT MSTC66 SIMP50N FL IgOI 02/I8>/2006 STRUCTURAL COMPONENT I M5TG7b isimp5om IFL 1901 02/Ib/2006 PRODUCT GATEGORY HANGERS SIMPSON STRUCTURAL COMPONENT HU526 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HU526-2 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU52b 51MP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HU528-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HU5210 SIMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HU5210-2 51MF50N FL 474 10/03/2005 STRUCTURAL COMPONENT HGU526 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HGU526-2 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HGU528 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HGU528-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HOU5210-2 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5G2b-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HU5G2b-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MBHA 51MP50N FL 53b 10/07/2005 STRUCTURAL COMPONENT ITT SIMPSON FL 474 10/03/2005 PRODUCT CATEGORY ANCHOR SYSTEMS 51MP50N STRUCTURAL COMPONENT HEDGE ANCHORS SIMPSON FL 402 10/01/2005 STRUCTURAL COMPONENT SLEEVE ANGHOR5 SIMPSON FL 402 10/01/2005 STRUCTURAL COMPONENT DROP IN ANCHORS SIMPSON FL 402 10/01/2005 STRUCTURAL COMPONENT THD TITEN HD 15IMP50N IFL 2304 1 04/06/2006 STRUCTURAL COMPONENT ITTN TITEN SGREN ISIMPSON JFL 2355 1 04/30/2006 PRODUCT CATEGORY CHEMICAL TIES 51HP50N STRUCTURAL COMPONENT SET EPDXY SIMPSON FL 402 10/01/2005 STRUCTURAL COMPONENT ET EPDXY 51MP50N FL 402 10/01/2005 STRUCTURAL COMPONENT AT ACRYLIG-TILE ADHESIVE 51MP50N FL 2504 04/06/2006 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MA50NRY/CONCRETE) U5P STRUCTURAL COMPONENT HTA20 U5P FL 521 10/31/2005 STRUCTURAL COMPONENT HTA20-15 U5P FL b5q 10/31/2005 STRUCTURAL COMPONENT HTTI6 U5P FL 521 10/31/2005 STRUCTURAL COMPONENT HTT22 USP FL 521 10/31/2005 STRUCTURAL COMPONENT LTSiq USP FL 822 10/31/2005 STRUCTURAL COMPONENT LT520B U5P FL 522 10/31/2005 STRUCTURAL COMPONENT MT5276 USP FL 822 10/31/2005 STRUCTURAL COMPONENT TDX2 USP FL 516 10/51/2005 STRUCTURAL COMPONENT MX20 USP FL 516 10/31/2005 STRUCTURAL COMPONENT TDX5 USP FL b16 10/31/2005 STRUCTURAL COMPONENT LUGT2 U5P FL 517 10/31/2005 STRUCTURAL COMPONENT HGAMIO U5p FL biq 10/31/2005 STRUCTURAL COMPONENT FA3 U5P FL 522 10/31/2005 STRUCTURAL COMPONENT PAU44 USP FL 8>21 10/31/2005 STRUCTURAL COMPONENT PAU66 USP FL b21 10/31/2005 STRUCTURAL COMPONENT PH02 USP FL 517 10/31/2005 STRUCTURAL COMPONENT PH05 USP FL 817 10/51/2005 STRUCTURAL COMPONENT PHD6 U5P FL b17 10/31/2005 STRUCTURAL COMPONENT PHDB U5P FL 517 10/31/2005 PRODUCT CATEGORY CONNECTORS (MOOD) USP STRUCTURAL COMPONENT RTIi USP FL 516 10/31/2005 STRUCTURAL COMPONENT RT20 USP FL bib 10/51/2005 STRUCTURAL COMPONENT RTIb USP FL 516 10/31/2005 STRUCTURAL COMPONENT RTI6-2 USP FL bib 10/31/2005 STRUCTURAL COMPONENT MTHI2 USP FL b20 10/31/2005 STRUCTURAL COMPONENT MTHI6 USP FL b20 10/31/2005 STRUCTURAL COMPONENT MTH0 U5P FL b20 10/31/2005 STRUCTURAL COMPONENT HTHi6 USP FL &20 10/51/2005 STRUCTURAL COMPONENT HT1^I20 USP FL b20 10/31/2005 STRUCTURAL COMPONENT 5PT22 USP FL &17 10/31/2005 STRUCTURAL COMPONENT 5PT24 USP FL 817 10/51/2005 STRUCTURAL COMPONENT 5PT4 U5P FL b21 10/31/2005 STRUCTURAL COMPONENT 5PTb U5P FL b2l 10/31/2005 STRUCTURAL COMPONENT A3 USP FL b20 10/51/2005 STRUCTURAL COMPONENT A34 USP FL blb 10/31/2005 STRUCTURAL COMPONENT MP4F USP FL 8>21 10/51/2005 STRUCTURAL COMPONENT LSTA12 USP FL blb 10/51/2005 STRUCTURAL COMPONENT L5TAI5 U5P FL 516 10/31/2005 STRUCTURAL COMPONENT L5TA0 U5P FL bib 10/31/2005 STRUCTURAL COMPONENT L5TA24 U5P FL bl b 10/31/2005 STRUCTURAL COMPONENT L5TA30 U5P FL bib 10/31/2005 STRUCTURAL COMPONENT L5TA36 USP FL 516 10/31/2005 STRUCTURAL COMPONENT MSTC40 USP FL biz 10/31/2005 STRUCTURAL COMPONENT MSTG52 USP FL biz 10/31/2005 STRUCTURAL COMPONENT M5TG66 U5P FL 817 10/31/2005 STRUCTURAL COMPONENT M5TG7& U5P FL &17 10/31/2005 STRUCTURAL COMPONENT KGG44 U5P FL 822 10/31/2005 PRODUGT CATEGORY MA50NRY HANGERS USP STRUCTURAL COMPONENT JNFM jU5P I FL 578 1 10/0q/2005 PRODUCT GATEGORY SUB GATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONCRETE LINTEL CAST CRETE FL 15b Oq/I5/2005 STRUCTURAL COMPONENT CONCRETE LINTEL LOTT5 FL 1441 03/11/2006 STRUCTURAL COMPONENT CONCRETE LINTEL HEIKIWA FL 1415 03/11/2006 STRUCTURAL COMPONENT CONCRETE LINTEL COMMERCIAL FL 1774 03112/2006 STRUCTURAL COMPONENT JGONGRETE LINTEL IMARION MASONRY JFL 2155 1 05/2-1/2006 PRODUCT CATEGORY SUB GATEGORY MANUFACTURER FL # EXPIRATION DATE ROOFING ASPHALT SHINGLES GAF Materlols Gor. FL 05 Oq/30/2005 ROOFING A5PHALT 5HIN6LE5 CERTAIN TEED CORPORATION FL 250 Ocl/24/2005 ROOFING ROOFING TILES MONIERL LIFE TILE FL 560 11/04/2005 ROOFING GEMENTS-ADHESIVES-COATINGS TROPICAL ASPHALT PROD CORP FL WO 01/06/200b ROOFING UNDERLAYMENT5 TAMKO ROOFING PRODUCTS, INC, FL I744 02/10/2006 ROOFING GEMENT5-ADHESIVE5-60ATING5 TAMKO ROOFING PRODUCTS, INC FL 1471 01/06/2006 ROOFING ROOFING FA5TENER5 5ENC0 PRODUCTS FL 2271 04/05/2006 STRUCTURAL COMPONENT DECK -ROOF ENGLERT, INC FL 2266 04/13/2006 PRODUCT GATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT ENGINEERED LUMBER TRU5 JOIST FL 1630 02/13/2006 5TRUGTURAL COMPONENT ENGINEERED LUMBER B015E ENG. HOOD PROD. FL 1644 03/12/2006 STRUCTURAL COMPONENT ENGINEERED LUMBER E3015E ENO. HOOD PROD. FL 1645 03/12/2006 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE ROOF VENTILATORS 5OFFIT5 KAYGAN LTD FL Igb5 04/05/2006 ROOF VENTILATORS 5OFFIT5 KAYGAN LTD FL 114b 12/lq/2005 ROOF VENTILATORS SOFFITS CAMERON A5LHLEY BUILDING FL 406 11/24/2005 OTHER MODIFIED BITUMEN CERTAIN TEED GORP-ROOFING FL 47q 10/02/2005 OTHER TYVEK HOUSE HRAP DUPONT IPITT5BUROH FL 2145 PENDING OTHER OLA55 BLOCK GORNING CORP JFL 250 1 Oq/24/2005 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE DOORS WOOD ENTRANCE LAN50N INS. FL 122q 12/05/2005 INDOH5 FIXED WINDOWS LAN50N INS. FL 1230 12/05/2005 INDONS FIXED WINDON5 KINGO FL 125 Oa/17/2005 INDOH5 FIXED WINDOWS BETTER BILT FL 676 PENDING INDOHS FIXED HINDOH5 FLA. EXTRUDERS (MILESTONE) FL 44 Oq/02/2005 INDOW5 FIXED WINDOWS GENERAL ALUMIM\NUM FL 255 Og/24/2005 INDOH5 FIXED HINDOH5 GENERAL ALUMIM\NUM FL 263 OQ/25/2005 INDON5 FIXED WINDOWS GENERAL ALUMIM\NUM FL Ibg7 02/04/2006 INDONS FIXED WINDOWS 51MONLON HINDON5 FL 178 Oq/Iq/2005 IND01^45 51NOLE HUNG LAN50N INS. FL 1225 12/05/2005 INDOH5 SINGLE HUNG KINGO FL 123 OQ/17/2005 INDOH5 SINGLE HUNG BETTER BILT FL 663 PENDING INDOH5 SINGLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 Og/02/2005 INDON5 51NOLE HUNG GENERAL ALUMIM\NUM FL 254 Oq/24/2005 INDON5 SINGLE HUNG GENERAL ALUMIM\NUM FL 16q& 02/04/2006 INDON5 SINGLE HUNG 51MONLON HINDON5 FL 204 Oq/22/2005 INDOH5 SINGLE HUNG ENERGY 5AVING5 PRODS. OF FL FL Ig50 05/12/2006 INDOHS DOUBLE HUNG ENERGY 5AVING5 PRODS. OF FL FL 10153 05/12/2005 INDON5 HORIZONTAL SLIDERS LANSON INS. FL 1226 12/05/2-005 INDON5 HORIZONTAL 5LIDE5Z5 SIMONLON WINDOWS FL 203 Oq/22/2005 INDOWS HORIZONTAL SLIDERS KINCO FL 124 Oa/17/2005 INDOH5 HORIZONTAL SLIDERS BETTER BILT FL 670 PENDING INDOH5 HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 Oq/02/2005 INDON5 HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL 254 Oq/24/2005 INDON5 HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL ibgb 02/04/2006 INDON5 MULLIONS LAH50N INS. FL 1221 12/05/2005 INDOWS MULLIONS KINGO FL q57 11/04/2005 INDOW5 MULLIONS FLA. EXTRUDERS (MILESTONE) FL q74 PENDING INDOH5 MULLIONS GENERAL ALUMIM\NUM FL 1252 12/03/2005 EXTERIOR DOORS SLIDING LAN5ON 1N5. FL 122b 12/05/2005 EXTERIOR DOORS SLIDING KINGO FL 126 12/05/2005 EXTERIOR DOORS SLIDING BETTER BILT (MI HOME PROD.) FL 561 12/30/2005 XTERIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 Oq/02/2005 XTERIOR DOORS SLIDING GENERAL ALUMIM\NUM FL 264 Og/25/2005 XTERIOR DOORS SLIDING 51MONLON WINDOWS FL 184 Oq/22/2005 XTERIOR DOORS SLIDING THERMO-TRU CORP. FL 1170 11/20/2005 XTERIOR DOORS 5HINGING LAH50N INS. FL 122q 12/05/2005 EXTERIOR DOORS GARAGE DOORS GLOPAY BULIDING PRODUCTS FL 542 12/12/2005 EXTERIOR DOORS GARAGE DOORS NAYNE DALTON DOORS FL b67 11/04/2005 EXTERIOR DOORS 5NINGING JELD-MEN FL 4qb 10/31/2005 EXTERIOR DOORS 5NINGING JELD-WEN FL 53q 10/31/2005 XTERIOR DOORS 5NINGING PLASTPRO INC./NANYA PLASTICS FL 1321 12/15/2005 XTERIOR DOORS 5NINGING THERMO-TRU CORP. FL 1185 11/21/2005 AoCREATED 04-05-04 u m o 7-` -4 C4 WV4t d�T . r,"lw �IIG4-f