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Home My WebLink About7835 Merchantville CirCity of Zephyrhlls Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City -of .ZephyrIhills 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 4303.4) 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. _-. - - �Q7s _ .•� 1![ i "-]1 i 4;�7��:�.'l�[vf�l)d!® J-�111L - -•�-�_. - ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDR,• r CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES f leAEMD IjUN 16 2005 40'-0' 23'-4' 15'-4' 16' '-4 3'-10' 5'-2' 3'-05'-4' 4'-8' 15'-8' 12' 3'-0" x 3'-0" CONC. A/C PAD FILL CELL W/MASONRY MIX TO S1 A COVER PIPE. (APPROX. 3 COURSES) Sl NO VERT. RWAR REWIRED FOOTIW_% SCHEDULE m • SIZE REI1�OF m DEPTH PI T-VXV-04 (1)5 • b' OTC. EACH WAY 12' DEEP F2 2'-6'x2'-b' (1) 5 0 b' OC. EACH WAY Ib' DEEP FOUNDATION NOTES: 1. SEE SWEET SN1 FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDIW-i INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRIN63 STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FOUND ATP%f=)lpN & PFD L U MEE-)) � N U" mPLAN 0 I Kol N HB ■ o w FIB ■ ELEV. L1� \ M w . of 00 \\8' Twaqm SLAB ELEV. \\ V (1) 0 5 CONT.I M ■ \\ 3'-2' S1 8'-10'-4' 3'- 6'-0' 3'-3' 4 \ \ 2 - 45$ DIAGONAL \ \ 30� MR I \\ AT ALL NIMOR SLAB C0R�06 \ \ (TYPICAL) \\ I I \\ 1 I 11 I ELEV. \\ M \ \ 00 1 0 '- " ' 4'- ' 3'-11' 12' 10 8 12 1 11 `\ 00 ■ o ' �O � F1 � 0 I K %D I I I ELEV. I S1 00 yxlq ■ I tF 0 0 6D A I in I A (Jn \ , S1 ISIhU ■ S1U o j RICK P WERS I •- v IFl- I ■ — — — — — —I— 3/4 C.J.— — — — ID I — I 0\ ■ ■ ■ . co I (U V A ti S1 ■ 4 ■ 10'-01 I I r ( S1 ■ ■ ■ ■ ■ ■ 7 7 ' 18-112A 3'-l' 5'-2' 3'-1' 7'-5' 12' 8' 16'-8' 8'-8' '-0' 16'-0' 2'-0' �ni nr 20'-0' Por.L �D 0 I in r I a O a O � 2 LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 ❑ SAMUEL A. 6 REENE ERS, P.E. *34245 ❑ IRWIN J. BENSON, P.E. 049i58 TOR T�F//E��,,BppI:,�{b��T�OOF�`IFEA9,�GII�R'�Sy/I�OIryg/Uy,�E XE AAyNyD 5EL y��,, THE SIIV4�IIAA PLANS AND SFECRCAMM W R-LI WrW IT'S RORIDA BWLDMG CODE, SECTION 160b FOR 120 MPA 3 SECOND GUST, IDM RE 'B' WND ZONE 12001 EDITION). THIS DRA UNG AND DESW aSd A*fQU JONiFl6 AMR TIE DAZE IM AND SEALED. K S�AN/� MAU D FOR THE STf�iGTl�2At. PORTION OF THIS p� AUNGONLY. VJ Z u: LL IL Ili u: Q J m .- M it O N 10 N cq N N U J Q } U 4c z _jW W _ w Q w 'o w 'pp J o F- Q DATE 05-15-02 SCALE : A8 NOTM DRAWN BY: BV AUTOCAD FILE NAME IZ ENGIINM OF RECORD D P.A. SHEET DESCRIPTION FO=ATM A PL umom PLAN I N� N.T.S. TU5 WMEMMM&O 1 /4" = 1'-0" 23'-4' 40'-0' 15'-4' 0 I LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 05/09/03 N r a, Z� 8Wy zQC w,� � oa lu 0 z j's W4 V1l �� X i ya t7 N_ rsis IL Z IL: IL u. u. � 0 ad aj cd ad cd F- Q J N m M I M T N 10 N N N U J z } U 1¢- J W Q W M O z > © wG O C Q O J O Q DATE : 05-15-02 SCALE AS NOTED DRAWN BY: BV AUTOCAD FlLE NAME 1802 ENGINEER OF RECORD DANSCO PJL SHEET DESCRIPTION : PLLAM3M PLAN 3 LATEST DATE : IN PROCESS DESCRIPTION REVISION DATE 09/24/03 DIMENSION CONVENTION BALL & EXTERIOR OPENING DIMENSION INSIDE FACE OF 7 1/2- -3 1/2" FRAME WALL U.N.O. BLOCK WALL LEGEND INDICATES TOP OF MASONRY 0 8'-8" A.F.F. 1111111111111 FM INDICATES TOP OF MASONRY 0 8'-0" A.F.F. INDICATES MASONRY SHEAR WALL El FLOOR PLAN NOTES El MARK NUMBER DESCRIPTION 1 (1) SHELF W/ROD 2 (5) SHELVES, 16" DEEP 3 (2) SHELVES W/RODS 4 BOTTOM OF HEADER 0 7'-0" 5 18" WIDE BAR TOP ON 2" x 4" HALF WALL, TOP OF BAR 0 42" A.F.F. 6 NOT USED 7 3'-0" x 6'-8" TEMPERED GLASS SHOWER DOOR 8 42" LOW WALL W/ TEMPERED GLASS ABOVE 9 HATCH INDICATES 22" WIDE PLANTSHELF 0 8'-0" A.F.F. 10 NOT USED 11 HATCH INDICATES 12" WIDE PLANTSHELF 0 8'-4" A.F.F. 12 DRYER VENT THRU ROOF 13 HANSEN BOX, BOT ® 42" A.F.F. 14 22" x 54" ATTIC ACCESS 15 NOT USED 16 BANJO TOP 17 DIMENSION INDICATES 5'-1 1/4" TUB LENGTH + 3/4" FURRING 18 OPTIONAL GAS FIREPLACE 19 SHELVES (3) 12 x36 FOR SHOE RACK 20 (5) SHELVES, (CLOSE MESH) 167 DEEP MC MEDICINE CABINET (14" x 18" ROUGH OPENING ® 54" A.F.F.) TB TOWEL BAR (54" A.F.F. W/ BACKER STUD) TIP TOILET PAPER HOLDER (24" A.F.F. W/ BACKER STUD) SD SOAP DISH o WINDOW SCHEDULE o WINDOW NUMBER QUANTITY MASONRY OPENING DESCRIPTION 1/234SHTO 1 28" x 51" 1/2 34 SINGLE HUNG, TEMPERED, OBSCURED 23SHHCT 1 38" x 56" 23 SINGLE HUNG TEMPERED W/HALF CIRCLE ABOVE 25SH 4 38" x 63" 25 SINGLE HUNG 35SH 1 54" x 63" 35 SINGLE HUNG 35SHHC 1 54" x 90" 35 SINGLE HUNG W/HALF CIRCLE ABOVE 5026HC 1 60" x 30" 5'-0" x 2'-6" HALF CIRCLE NOTE: SEE SHEET SN FOR COMPONENT & CLADDING DESIGN PRESSURE TABLE 0 DOOR SCHEDULE 0 DOOR NUMBER QUANTITY MASONRY OPENING FRAME OPENING DESCRIPTION 16070 1 16'-0" x 7'-0" 16'-0" x 7'-0" OVERHEAD 2068B 1 25 1 /4" x 83" A.F.F. 2'-0" x 6'-8" BI-FOLD 2468 2 30" x 83" A.F.F. 2'-4" x 6'-8" 2668 2 32" x 83" A.F.F. 2'-6" x 6'-8" 2868 2 34" x 83" A.F.F. 2'-8" x 6'-8" 2868S 1 34" x 83" A.F.F. 2'-8" x 6'-8" SOLID 3068M 1 41" x 84" 3'-0" x 6'-8" METAL 4068E 2 49 1 /4" x 83" A.F.F. 4'-0" x 6'-8" BI-FOLD 5068B 2 60 1 /4" x 83" A.F.F. 5'-0" x 6'-8" BI-FOLD 6068SG 1 74" x 84" 6'-0" x 6'-8" SLIDING GLASS 808OSG 1 98" x 98" 8'-0" x 8'-0" SLIDING GLASS :t 00 :0a - m In 3 . z m jJ -Z J R J .. c m m w w m .m E � � S FLOOR PLAN NOTES: 1. SEE SWEET SN2 FOR COMPONENT E CLADDINCx DESIGN PRESSURE TABLE. 2. SEE SWEET $DWI E $DW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMINIG INSPECTION (PER FBC 105.6). 4. *-DENOTES EGRESS WINDOW BOTTOM OF LINTEL * 7'-4' UV4' iQET~ 0 TOP t BOTTOM- 0'-8 �d) 102 x ! 11 [E/ �d I a -4 _J a SHELV g 19 surRUCTURIIAL. NOTES B OI PROVIDE (1) 5 CONT. IN FILLED P. LINTEL AND n1 S2 (1) 5 CONT. IN FILLED KNOCK OUT BLOCK ABOVE. O (2) 2x12 BEAM W/ (1) SIMPSON MBNA 3.12/1125 AT EACH END. O3 PROVIDE (1) 5 CONT. IN FILLED P. LINTEL O (2) 2 x 8 BEAM 1(1) SIMPSON LSTA18 AT EACA END. A PROVIDE (2) 2 x 4 SPACER COLUMN W/ (1) SIMPSON ao S1 LTT205 AT BASE FOR EACH BEAMS END. N to o C) UN • O I N �F FLOOR PLAN 1 /4" = 1'-0" 17 40'-0' r�ILL C;ELL W/MASONW MIX TO .. - - - HB •■•r r■l-Iow, mmm"m immS�-■■■■-J�1■■L_■■■f-t■■L-I— .I�J■■■:L-■■\■-J■■■LJ■■■L-■■■■-J■■■LJ■■.■■r� -u■■-• r I��■ 77r- ■�►�►7�►�►� on �� ' L �g ( L ' i I � ---_��, --BOTTOM TOP 4 6068SG— LANAI . _ S _ ■ _ _. ■ -- - II �� ' - — �- i ..VAULT � ® te ■ ;a Ali �P `7 ® •. © © ® :i ■ iUPSET .I FAMILY wAdrv.wm WWI: r1 - 111 5 -0 4,-9, 8,_8, c�• y`::' . ':.. `� 11'-10 5 LIVING J \ .... •.. •:.. '::::.:.:.::' :.:::::. .. CARP I VAULT I \ \ .:' .:::.::..:::..:::.:.:.:::...:-......:::::...::::........:::::.::.:.:... ..�-. .,,,,. ....,.,,,�.,,,�,.z,,,..,-,..,..r.I.... ........:..: . cy) I 8'-0" CLG. �4•\ I :::::::: ::::::::::; ::.':: :::: cv :: ri::. 0 a Ima 16'-2 I CL a :: DWRPO INK 11'-10 ' m 3 3,_3.::;::::: B45UF o :.: ; :...:.': w ca 16 2668 ::.'::;-::: 6 a 60 4 I W301 o:.:: KITCHEN °D ::�:: • I :: a,::: VAULT i14) B 0i CARP i W3615 g 3 BATH #tin �a 11 WRFa. 1:11- 9' '-0" CLG. 2468B c) FOYER `L UPI 0 4 ._ ilo� .�� I '•�l=11 Ilfal� , ©1 _ ENTRY BARRELz " .. : D- u VAULT" .. Iwo •• MEon - TRUSS C ; . ICK R`kVERS :: �� 506BB WASH DRY OR 0 ao I N %0 O v L�---�� Xa I GARAGE 14 Ex N 8'-0" Ci i cu cv �w� I I LL�$ I 1 ( HB 1 I K 1 1 I S2 K I 16070 S2 I /4_/ O \ 4 • 7 S3 3'-5' 4'-6' 3'-5' A7 7'-5• 2,_0# S1 16'-0' S2 2,-0# 8'-8' '-0' 16'-0' 2'-0' 20'-0' O I (U ❑ SAMUEL A. GREENBEFen, P.E. "34245 ❑ IRi J. BENSON, P.E. 049158 TO TIE BEST OF THE ENGINEER'S IOEDGE AND BEEF, TW STR CWAL PLANS AND SPECIFICATIONS COfLY III TIE FLOli BUILDING CODE, 6ECTION 1606 FOR W 13 SECOND Ci ST, DV08M 13' IIIZOtE (2001 EDITION). T916 DROW, AND DEM 15 VALID FOR 2 MONiH6 Ai U M DATE IS 60IIIED AND SEALED. 611 AND 8EALED FOR TIE STR MPAl. PORTION OF TINS DR41ft ONLY. Z ii u: u; LL 116 ad 0j cd 0 N N Q 0 M N N 0) J It N N D U J } Q U �Z G G IM W W Q .; z W >_ 4c O O O J v a 0 F- Q DALE : 05-15-02 SCALE : A8 NOT® DRAWN BY: sv AUTOCAD RLE NAME ON ENG NEEft OF D P.A. SHEET DESCRIPTION : FLOOR PLAN Q IN PROCESS I LATEST DATE : I REVISION DATE : DESCRIPTION 09/24/03 .r o LEFT ELEVAT�ON 1 /8" = 1'-0" PRE—ENG. TRUSSES ® 24" O.C. SIMPSON MTS18 ® EA. TRUSS 2X8's ® 24" O.C. SIMPSON SP20 TOP 2X4 FILLER FRAMING SP1 ® BOTTOM ® 24" O.C. P.T. 2X8 PLATE CONT. 1 /2" DIA. "J" BOLTS ® 24" O.C. ST, K.O. BLOCK TIE BEAM W/ 1 — #5 CONT. IN GROUT FAUA DETA�L 1 /2" = 1'-0" ENTRY GETML "la" 1 /2" = 1'-0" F.F. Cu I VE -�Cd i TOP F B O.CK + '- A. . TOP'OF SLAB 01-0 C c REAR ELEVATI*N 1 /8" = 1'-0" E N T 'PlY SECT�ON "Aqp 1 /2" = 1'-0" O ROOF VENT SCHEDULE O Verify with Gmerai 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. im) offit Vent (sq. ina RV i lot Level 4W 4W Roof FRV 2 R rc ge 96 96 W AND ID PDOP-OUT DETF,OL 1 /2" = 1'-0" MIGHT ELEVAT�ON 1 /8" = 1'-0" FRONT ELEVAT�ON 1 /4" = 1'-0" 0 I 00 El ELEVATION "A" NOTES ❑ MARK NUMBER DESCRIPTION 1 FIBERGLASS SHINGLES (TYP.) 2 RIDGE VENTS 3 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1 /8" THICK. 4 2" x 8" SCORED BAND, SMOOTH DECORATIVE FINISH 5 1" x 8" OVER 2" x 10" SCORED BAND, SMOOTH STUCCO FINISH 6 1" x 4" SCORED BAND, 2'-0" OUTER RADIUS, SMOOTH STUCCO FINISH 7 3'-8" RADIUS BARREL CLG. 8 CONTROL JOINT v! Z u- Cd vS co 03 co 0 I— N a Q m M M N N J *- It 10 N U J } Q i U -1W c G W QZW W > < O O O DATE 5-22-02 SCALE : AS NOTED DRAWN BY: BV AUTOCAD FLE NAME im ENGNW OF RECORD : D P.A. SHEET DESCRIPTION : ELEVATION •A• PLm (SA - :: i 4 it 6�IY u,�u. LLILLL J V m A Cl 2X8's ® 24" O.C. SIMPSON SP20 TOP —` SP1 ® BOTTOM P.T. 2X8 PLATE CONT. LEFT ELEVG°aTDOo N 1 /8" 1'-0" PRE—ENG. TRUSSES ® 24" O.C. SIMPSON MTS18 ® EA. TRUSS 2X4 FILLER FRAMING ® 24" 0. C. 1 /2" DIA. "J" BOLTS ® 24" O.C. STAGGERED K.O. BLOCK TIE BEAM W/ 1 — #5 CONT. IN GROUT FACIA DETAIL 1 /2" = 1'-0" ENTRO-W DD E T A D L aP o aP 1 /2" = 1'-0" F.F. U i 00 LM 00 I M Au TOP F B CK IT + -'A... T P F SLAB /- 0 I 0 REAR ELEVATION 1 /8" = 1'-0" O ROOF VENT SCHEDULE O 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 Wank Location equal system (sq. in.) (sq. in.) 1 1st Level 4S0 Roof Rv 2 Garage Roof ENT�Y S EC�T�Oo I aopaP 1 /2" C pOp—O JT DCTML 1 /2" = 1'-0" LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 G�30C�HIT GLEVA T�00 N 1 /8" = V-0" FIR)ONT ELEVAT�ON 1 /4" = 1'-0" D ELEVATION "B" NOTES ❑ MARK NUMBER DESCRIPTION 1 FIBERGLASS SHINGLES (TYP.) 2 RIDGE VENTS 3 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3 8" THICK EACH. 3RD LAYER 1 /8" THICK. 4 2" x 8" SCORED BAND, SMOOTH DECORATIVE FINISH 5 6" x 12" QUOINS, SMOOTH DECORATIVE FINISH 6 1" x 4" SCORED BAND, 1'-0" OUTER RADIUS, SMOOTH STUCCO FINISH 7 3'-8" RADIUS BARREL CLG. 8 CONTROL JOINT 9 10" x 12" QUOINS, SMOOTH DECORATIVE FINISH 10 1" x 8" SCORED BAND, SMOOTH DECORATIVE FINISH v, Z u: u; u; L+L �— N <C m M M N N ,J V. I r W N U J } Q U �W W > Z W 0 J t9 O C) Q DALE 06-22-02 SCALE : A8 NOT® DRAWN BY BV AUTOCAD FEE NAME Im ENCOM OF REDIM D P.A. SHEET DESCRIPTION : ELEVATION 'B• PLAN B ED LATEST DATE : IN PROCESS DESCRIPTION REVISION DATE 09/24/03 r. 2X8's ® 24" O.C. — SIMPSON SP20 TOP -- SP1 ® BOTTOM P.T. 2X8 PLATE CONT. LEFT ELEVAT�ON ve — —0 PRE—ENG. TRUSSES ® 24' O.C. SIMPSON MTS18 ® EA. TRUSS 2X4_ FILLER FRAMING ® 24" O.C. 1 /2" DIA. "J" BOLTS ® 24" O.C. STAGGERED K.O. BLOCK TIE BEAM W/ 1 — #5 CONT. IN GROUT FACM DETML 1 /2" = 1'-0" ENTRY DETQ�L aaC" 1 /2" = 1'—O" F.F. OD i ff LO WommusY Au ON TOP OF BLOCK +8'- ' A.F.F. TOP OF SLAB C C 700AR ELEVATION 1 /8" = 1'-0" O ROOF VENT 5CNEDULE O verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be insta I led for a minlmum of vented area as listed below: Off ridge vents or Soffit vent Mark Location equal system (sq. in.) (sq. in.) RV i let Level 4W 4W Roof RV Z Csa 9e 96 96 Roof ENTRY SE%`:,:�,MON "C' 1 /2" = 1'-0" IAND Q POP —OUT DDETML 1 /2" = 1'-0" RK"31HT ELEVAT�ON 1 /8" = 1'-0" FRONT ELEVAT�ON 1 /4" = 1'-0" E ELEVATION "C" NOTES ❑ MARK NUMBER DESCRIPTION 1 FIBERGLASS SHINGLES (TYP.) 2 RIDGE VENTS 3 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. 3RD LAYER 1 /8" THICK. 4 1" x 2" SCORED BAND, SMOOTH DECORATIVE FINISH 5 1" x 8" OVER 1" x 12" SCORED BAND, SMOOTH DECORATIVE FINISH 6 3/4" x 4" SCORED BAND, 2'-3" OUTER RADIUS, STUCCO FINISH 7 3'-8" RADIUS BARREL CLG. 8 CONTROL JOINT 9 SCORED DECORATIVE FINISH 10 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. 3RD LAYER 1/8" THICK. vJ Z u= u: u: ILL: LL: O m vd 06 vi 0) �— N N Q m M Cm co JT" It .- 10 N V J Q a� zW U w W Q Z > a W > < >0 0 0 J @3 U C) 11-- Q DATE 05-22-02 SCALE : AS NOTED DRAWN BY 8V AUT DCAD FLE NAME im ENGHM OF RECORD : DAN8C0 MWEERNIM P.A. SHEET DESIRFtiON : ELEVATION •C• PLAN 0 ELECTRICAL LEGEND $ SINGLE POLE SWITCH $� THREE WAY SWITCH $D DIMMER SWITCH OUTLET 110-115 OUTLET 110-115, SPLIT WIRED OUTLET 110-115, CEILING MOUNTED ® OUTLET 110-115, FLOOR MOUNTED 6 GROUND FAULT INTERRUPTER OUTLET GFI 6 WATERPROOF 110-115 OUTLET TD THERMOSTAT CONTROL ® 220-240, SPECIAL PURPOSE OUTLET -¢- LIGHT FIXTURE, CEILING MOUNTED b LIGHT FIXTURE, WALL MOUNTED ® LIGHT FIXTURE, RECESSED C, LIGHT FIXTURE, VAPOR PROOF ® WALL WASHER, ADJUSTABLE - c LAMP HOLDER W/ PULL DOWN ® FLUORESCENT FIXTURE HOLLYWOOD STRIP FLOODLIGHTS TELEVISION OUTLET Q TELEPHONE OUTLET [] INTERCOM ® BELL © CHIMES SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR © PUSH BUTTON EXHAUST FAN EXHAUST FAN WITH LIGHT DISCONNECT SWITCH METER OEM RECESSED ELECTRICAL PANEL CEILING FAN, INSTALLED U U CEILING FAN, PRE WIRED Q JUNCTION BOX ® SECURITY SYSTEM 1046 �p m m C • O O • 3 � Q N .0 .J ; L d N M ELECTRICAL NOTES THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES WITH EQUAL SPECIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C. EQUIPMENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN, TO PROVIDE POWER AND WIRING CONTROL LAYOUT. ANY DISCREPANCIES IN THE ACTUAL HN.A.C. LOAD SHALL BE CORRECTED BEFORE ROUGHING -IN. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES.. UNLESS OTHERWISE NOTED MINIMUM SIZE WIRE SHALL BE #14 AWG EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH 'TW' INSULATION FOR SIZE #10 AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE 'THW' INSULATION ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLTS TYPE) TO A NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ARC FAULT RECEPTACLE IN ALL BEDROOMS PER 1999 NEC. SINGLE f=WASE 200 AMP BREAKER PANEL NEM,4 1 METER 30 CIRCUIT SOCKET Ee 04 CU TO ` COLD WATER PIPE t DRIVEN GROUND ROD 1 1/2' RIGID NIPPLE W/ (2) 01 AND (1) 03 CU TNW CONDUCTOR Y POWER COMPANY ELECTRICAL R15ER DIAGRAM we ELECTRICAL. PLAN'. 1 /4" = 1'—O" B LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 __jj OO IQ; 9 A Q z Q Z ii ii u: LL 0 cd C cd cd N Q J m V" M It M V, N to N N N U J Q z } U J W Q W Z > Lu CD G W m O G W O J O Q DATE : , 05-15-02 SCALE : ASNOTED DRAWN BY: By AU OCAD FILE NAME IIM ENGINEER OF RECORD D SHEET P.A. DE.II= E ECTRICAL PLAN ,r I I' IR'I' 1' 11], 11, ' ' III 1 1 LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 I. ROOF FRAMING PLAN "A" 1 /4" = V-0" Em B LJRI F SIMPSON CONNECTORS TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT— TION QTY. CONN. CAPACITY FASTENERS** PER CONN. NOTE: ALL OTHER TRUSS BRIG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY; SIMPSON H-10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY META20 1 1500 14-1Od X TIMBER H-10 1 850 16-8d X 1 1 2" HUNG HUS26 1 1286 20-1Od x 3" USP LUMBER CONNECTORS, HUGHES, SEMCO TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT— TION I QTY. I CONN. CAPACITY FASTENERS** PER CONN. NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY; USP HC10 FOR FRAME; & THD26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 15-1Od TIMBER HC10 1 950 18-1Od X 1 1 2" HUNG THD26 1 1520 18-16d X * 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. TYPICAL WALL SECTI❑N ROOF FRAMING NOTES: 1. SEE SWEET 53.1 FOR SWIW-%LE INFOWATION AND INSTALLATION INSTRUCTIONS PLYWOOD STRONGBACKS RECOMMENDED (SEE STRONGBACK LETTER IN ENG, PACK) ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ IRWIN J. BENSON, P.E. 049158 TOO� IIyE.�,B�ppE��g��TpdO�FAATIE DMIM�t�I.OA��yLI�:DIX RAND BEEF, THE SI1W�.IIAV L r4.�I�V AND SPECEICATIONS van ry 4Y W m THE FLORIDA PIJILDNG CODE, SECTION 160b FOR 120 MPA 3 SECOND GUST, DcFo8M'S' WIND ZONE (2001 EDITM TINS DRAM A10 DEW IS VALID FOR 2 MONO AFIER THE DATE IS SKID AND SEALED. SKID AND SEALED FOR THE 67RJC1 PAl. PORTION OF THIS DR'AWMG ONLY. N MCNIS im z• Q ail 0 c� O 0j O O 0i N �— N N Q m M N N J I r 11) N D U J } Q U �W 00 W W J Z Uj WIm < O O O J C9 a 0 f- DATE 05-22-02 SCALE : AS NOT® DRAWN BY: sv AUTOCAD FILE NAME sm ENGREM OF REDI D 0EH100E P.A. SHEET DESCRIP71ON : ROOF FRAlN0Q 'A• PLAN A i LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 2 _'jco 1 Y C 1) A 1 D -- DROPPED GABLE A S5 THIS WALL NOT USED AS BRG D❑ NOT SHIM TRUSSES TO BEAT. I Al I 11'-0 1/2' o LLI z CD ❑ CD I A2 cc �0 o ..................... 3/12 VAULT 3/12 VAULT o I II H- o 41 A 3 �� 0300 N I N o A4 - GA.BLE ❑ LLl � W a o o Oj 0 O OD �� I C 2) C1 P-9" - B1 �_� � ❑ D1 MG 1 EJ2 TOP OF C AT 9' -4 r D 2 LUMN 12' A. ff, F U= 1000 - - -B4G -_ LE -ER BY E THF_ 2 J LJ 20' -0' 40'-0' ROOF FRAMNG PLAN W[W 1 /4" = 1'-o" SIMPSON CONNECTORS TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT— TION QTY. CONN. CAPACITY FASTENERS" PER CONN. NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY; SIMPSON H-10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY META20 1 1500 14-1Od X 1 1 2" TIMBER H-10 1 850 16-8d X 1 1 2" HUNG HUS26 1 1286 1 20-1Od x 3" USP LUMBER CONNECTORS, HUGHES, SEMCO TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT— TION QTY. CONN. CAPACITY FASTENERS" PER CONN. NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY; USP HC10 FOR FRAME; & THD26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 15-10d TIMBER HC10 1 950 18-10d X 1 1 2" HUNG THD26 1 1520 18-16d X 3 1 2" Double connectors to be placed diagonally to each other. ** Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. `x' Mounted vertically. TYPICAL BALLOON FRAME e G,45LE END NOT TO 6C,4LE ROOF FR4MING NOES- 1. SEE SHEET 53.1 FOR 5HINGLE INFORMATION AND INSTALLATION INSTRUCTIONS TYPICALWALL SCCTI❑N M 1 3 X 10 NAIL PLATE CNNECTION - SEE ENG, PACK HIP DETAiL TYPICAL 7' SETBACK CORNERSET L_ABEL_ING AND SPACING PLYWOOD STP❑NGBACKS PEC❑MMENDED (SEE STP❑NGBACK LETTEP IN ENG, PACK) ❑ 5AMUEL A. GREENBERfz, P.E. *34245 ❑ IRWIN J. BEN50N, P.E. *4e158 TO THE BEST OF THE ENGINEER'S tWl1EDC:E AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPR 3 SECOND GUST, DTOSURE 'B' M ZONE 12001 EDITIOW. TH15 DRAft AND DESIGN IS VALID FOR 12 MONTHS AFtER THE DATE 15 51GNED AND 5EALED. 564M AND SEALED FOR THE STRIXR AL PORTION OF THIS DRAWING ONLY. CN z Q a O (L 4 a� i V ^ � zp 22 W z� �a IL 0 Z � ao U i(WM` U � �a 91 4 VJ Z LL: � � L LL 0 U) co C6 C LO Q 0 (9 co N N r lA N J r U J } Q U gW o 0 - w w Q w w .j a Q W Z > a o O O Q 01 DATE : 06-22-02 SCALE : AS NOTED DRAWN BY: BV AUTOCAD ME NAME 1602 ENGINEER OF RE 8C0 CORD • P.A. SHEET DESCRIPTION : ROOF IS• ■ �. Oo ED ® m >= a Ill .1,..AL��,`... _�.i4.Li.�WY.WliJ111k - -- - LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 CL m �03 � Y 3a m �_ zm j m 0- �W CL �o 3E= _ 11=1 i C 1) A 1 D -- DROPPED GABLE 11 A 4 THIS WALL NOT USED AS BRG DO NOT SHIM TRUSSES TO BEAR. Al W..................... I� LLJ 11'-0 1/2' z o QCL O • I U :. :w o- .�: o " CC) - LJ II 3/ 12 VAUL! ^ 3/ 12 VAULT I c I '-' II J - U GN A 3 M ao % cu I cu ft co 0 z �0 w -� - - - GABLE- A4 - 0 (2) C 1 o O Q 2' -9 C 1) C2 2' -9• °° _ 00 - - B 1 - CID z 0i Cil D 1 B 2 - Q n EJ2 D2 co U= 1000 1) - B3 _ TOP OF COLUMN @ 9' -4 1 /2' A. F, F o I I r 2'-9' 5'-10' 2'-9' �� _ -�� w _ � U co U m U _,, v '_[�r�JAJ CJ3 C15 J5 JICJ3 J 20'-0' 40'-0' ROOF FRAMNIG PLAN qvcqv 1 /4" = 1'-0" ROOF FRAMING NOTES: 1. SEE SHEET 53.1 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS SIMPSON CONNECTORS TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT- TION QTY. CONN. CAPACITY FASTENERS** PER CONN. NOTE: ALL OTHER TRUSS BRIG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY; SIMPSON H-10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY META20 1 1500 9-10d x 1-1 2" TIMBER H-10 1 850 16-8d X 1 1 2» HUNG HUS26 1 1286 20-10d x 3" USP LUMBER CONNECTORS, HUGHES, SEMCO TRUSS TYPE JOINT LOCATION UPLIFT LBS CONNECT- TION QTY. CONN. CAPACITY FASTENERS** PER CONN. NOTE: ALL OTHER TRUSS BRIG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY; USP HC10 FOR FRAME; & THD26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 15-10d X 1 1 2" TIMBER HC10 1 950 18-10d HUNG THD26 1 1520 18-16d X * 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. PLYWOOD STRONGBACKS RECOMMENDED (SEE STRONGBACK LETTER IN ENG, PACK) 3 X 10 NAIL PLATE C❑NNECTI❑N - SEE ENG, PACK TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING TYPICAL_ WALL_ SECTI❑N ❑ SAMUEL A. GREENBEWS, P.E. 034245 ❑ IR IN J. 5ENSON, P.E. 04S158 TO TIE BEST OF TIE DOHS *MEDGE AND WJEF, TWE SWILIRAI. F'L" AND SPECIFIC 110NS COMPLY WRIT TIE FLORIDA WLDINS CODE, SECTION M FOR 20 MPk 3 SECM GUST, ExPOSURE '5' WMD ZONE (2001 EDITION) TINS DRAlft AND DESIGN IS VAVD FOR 0 M0016 AFTER 11 E DATE IS $KID AND SEALED. SKID AND SEALED FOR TIE STR rft Rk PORTION OF TWS, DRAWW ONLY. 8 Q z 000 0) Q o(L 4 sin U W Z �LU U RE R Q O c Z LC ic LC U; 0 m co (10 0) a) �- N Q m co 0) N N U J } Q z U _jW c o W W Q 0 J W > < O O O J 0 V U F- Q ; 00 STRUGTURAL. NOTES I. SPEC IF I GAT I ONS I. I. GONSTRUGTION I. I. I. AGI 315-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. I. 2. AGI 530/A5GE 5/TM5 402-gq S AGI 530, I/ASGE b/TM5 602-qq SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-c12, C476-q1, AND Gq0-g0 SPECIFICATIONS FOR MASONRY 5TRUGTURES I. 1. 4. NATIONAL DE51ON SPECIFICATIONS (ND5) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. 1. 5. FLORIDA BUILDING CODE (FBC), 2001 EDITION I. I. b. "MANUAL OF STEEL CONSTRUCTION, ALLOHABLE 5TRE55 DE516N", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (A150) qTH EDITION. I. 1. 7. "DE51&N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRU55E5" BY THE TRUSS PLATE INSTITUTE (TPU Igg5 EDITION. 1.2. DESIGN : I. 2. I. AGI 315-02 BUILDING GORE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 2. 2. AGI 530/A5GE 5/TM5 402-qq 8 AGI 530, I/A5GE 6/TM5 602-gg 5PECIFIGATION5 FOR MASONRY STRUCTURES. I. 2. 3. A5TM 0270-q2, G476-ql, AND GqO- 10 SPECIFICATIONS FOR MA50NRY STRUCTURES 1. 2. 4. NATIONAL DE51GN SPECIFICATIONS (NDS) FOR HOOD GON5TRUGTION, 2001 EDITION, AND ALL ACGOMPANYIN6 SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) I. 2. 6. FLORIDA BUILDING CODE (FBG), 2001 EDITION 3. SHOP DRAWINGS : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE5167N PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAHIN65 HITHOUT WRITTEN APPROVAL FROM THE EN61 NEER OF RECORD. I. 3. 2. ALL SHOP DRAHIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ROOF AND FLOOR TRU55 SHOP DRAWINGS ARE TO BE 51157NED AND SEALED BY A FLA. RE&. PE. AND SHALL INCLUDE : DRAHIN65 AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRAGIN& REQUIREMENTS, AND CONNECTIONS TO 5UPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS 2. i. 1. UNIT HEIGHT OF SOIL, COMPACTED : 120 PGF 2. I. 2. UNIT HEIGHT OF REINFORCED CONCRETE : 150 PGF 2. 1. 3. UNIT WEIGHT OF a" G.M.U. BLOCK : 40 PSF 2. I. 4. 15T FLOOR SUPERIMPOSED LOAD : 20 P5F 2. I. 5. UNIT HEIGHT OF 2x4 PARTITION HALL5 : II P5F 2. I. 6. UNIT WEIGHT OF 2xb BEARING HALL5 : 12 P5F 2. I. 7. BALCONIES 8 DECKS: 15 P5F 2. I. 8. TILE ROOF TOP CHORD : 15 P5F BOTTOM CHORD : 10 P5F 2. I. g. 5HIN&LE ROOF TOP CHORD : 7 P5F BOTTOM CHORD : 10 PSF 2. I. 10. FLOOR TRUSSES 15 2. 2. LIVE LOADS : 2. 2. I. 51DEHALK AND DRIVEWAY LOAD : 200 P5F 2.2.2. GARAGE LOADS: 50 P5F 2.2.3. CORRIDORS AND BATHROOMS: W PSF 2.2.4. PARTITIONED ROOMS: 40 P5F 2.2.5. BALCONY AND DECKS : 40 P5F 2. 2. 6. 5TAIRWAY5 AND LANDINGS: 40 P5F 2. 2.1. ROOF: 20 P5F 2. 2. 8. FLOOR TRU55 TOP CHORD MINIMUM : 40 P5F 2. 2. q. ROOF TRU55 TOP CHORD MINIMUM: 20 P5F 2.5. RAILING LOADS: 2. 3. I. ALL RAILIN& AND GUARD RAIL 5YSTEM'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'5 ARE TO BE DE516NED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL 5Y5TEM SHALL BE DESIGNED TO HITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2.5.4. 2.3.1., 2.3.2 4 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2. 4. WIND LOADS: 2. 4. I. HIND DE516N TO BE CONDUCTED IN ACCORDANCE HITH SECT. 1606 OF THE FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GU5T, EXPOSURE "B" IMPORTAN:,E FACTOR "I" = I.O. ENCLOSED BUILDING. 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF 5HIN6LE, 15 PSF TILE 2. 5. DEFLECTIONS : FLOOR TRUSSES SHALL LIM.T DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. STzUGTURAL NOTES . DES I C N METHOD 3 1. LOAD FAGTOR DESIGN : 3. I. I. THE LOAD FACTOR DE51&N METHOD HAS USED TO DE516N GA5T-IN-PLACE CONCRETE SLABS AND FOOTINGS 3. 2. SERV I GE LOAD DES I ON : 3. 2. 1. THE SERVICE LOAD DE516N METHOD HAS USED TO DESI&N MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR HOOD FRAMING AND 5HEATHIN6 STAIRS AND FLOOR FRAMING ROOF FRAMING, 5HEATHIN& AND UPLIFT 3. 3. LOAD GOMBINATIONS FOR LFRD DESIGNS THE FOLLOWING LOAD COMBINATIONS HERE DF-516NED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + HL TOTAL DL + HL 3.3.2. ALL ROOF AND FLOOR TRU55E5 SHALL BE DE516NED TO RESIST THE HORST LOAD COMBINATION RE50LTINO IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3. 4.. DESIGN ASSUMPTIONS : 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS 5HOHN OTHERHISE IN THE DE51&1sl PLANS. 4. MATERIALS 4.1. RE I NFORG I NG STEEL : 4. I. I. REINFORCING STEEL SHALL BE ASTM A615-q4 GRADE 40, fly = 40 Ksi 4. I. 2. LAP SPLICE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGIN& ARE TO THE GENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION 15 5HOHN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORGIN& MECHANICAL COUPLER-5 ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DE516N COVER REQUIREMENT5 : C-I-P CONCRETE FORMED AGAIN5T EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" G-I-P CONCRETE NOT EXP05ED : 1 1/2" GROUT FILLED MA50NRY : 3/4" PRESTRESSED CONCRETE LINTELS (ADD. REBAR IN) : 1 1/2" PRE CAST &ROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2" 4. 1.1. WELDED HIRE FABRIC, (HHF): A5TM AI85-qOo. 4. 1. a. DETAIL REINFORCEMENT IN ACCORDANCE HITH AGI 315-LATEST EDITION. 4. 2. CONCRETE : 4. 2. I. 4.2.2. 4.2.3. 4.2.4. CONCRETE TYPE MIN. 2a DAY DE516N (f'c) MODULES OF ELASTICITY DE51ON (I-) G-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,550 Ksl 0-1-P GROUT 2500 Psi 2,650 K51 PRE CAST CONCRETE LINTELS 3,000 Psi 3,122 Ksi PRE 5TRE55ED CONCRETE LINTELS 51000 Psi 4,030 Ksi CONCRETE SHALL CONSIST OF I" MAXIMUM A66RE6ATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. GROUT SHALL CON515T OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN a" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. CONSTRUCTION JOINTS HILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURIN6 SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS A5 5TATED. 4.2.6. EARTH SUPPORTED 5LAB5 (EXCLUDING EXTERIOR WALKWAYS 4 DRIVEWAYS) 3 1/2" MIN. THICKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 HHF MID -DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. HHF ® CONTRACTORS DISCRETION. 4. 2. 7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL AGI- MOP Iggq 5TANDARD5. 4. 3. CONCRETE MASONRY 4. 3. I. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED a &-0" O.G. MAX, ® BOTH 51DE5 OF OPENINC75 6'-O" HIDE OR MORE, ® THE HIGH SIDE OF ALL MASONRY HALL STEPS, 8 0 ALL CHANGES IN DIRECTION OF THE MASONRY HALLS. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM GGO-q0, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS 8 CAVITIES BELOW GRADE HILL BE FILLED W/ CONCRETE IN ALL STEM HALLS. 4.3.4. THE A676REOATE 5TRENGTH OF THE BLOCK AND MORTAR SHALL BE Fim = 1,500 P51 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.b. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. LINTELS SUPPLIED BY APPROVED MANUFACTURER: 1) FEGP/OAST-GRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4) LOTT 5) MARION MASONRY 6) HIEKHA STRUGTU AL NOTES 4.4. STRUCTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING WALL5 S.P.F., fb = 675 PSI, E = 1200 K51 ALL EXTERIOR FRAMING S.P.F., fb = 675 P51, E = 1200 Ksi 4. 4. 12. ALL FRAME HALL5 TO BE CONSTRUCTED U51N6 5.P.F. , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL 13E APA RATED 5HEATHIN6 EXP I U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A5 SUB FLOORING AND SHEAR WALL5 SHALL BE APA RATED SHEATHIN6 EXP I U.N.O. 4.4.4. IF 055 130ARD 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. HOOD IN CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD &RAVE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAHIN65 TO THE ENGINEER OF RECORD. 4.4.7. DE516N, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE AN51/TPI 1-Igg5, HIB-gl AND 66T-55. 4.4.5. UNTREATED HOOD SHALL NOT 13E IN DIRECT CONTACT HITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL HAVE Va" 5TUGG0 FINISH PER A5TM G. g2b. APPLY 3 LAYERS H/ THICKNESS OF Wall OVER METAL LATH. FIRST 2 LAYERS 315" THICK. EACH, AND 3RD LAYER 1/6" THICK. 4. 5. FASTENERS AND TIE DOWNS : 4. 5. 1. FASTENERS AND TIE DOHN5 SHALL CON515T OF BUT ARE NOT LIMITED TO : SHAPES, AN&LE5, CHANNELS: A5TM A36-36M q4 Fy = 36 Kst ROUND METAL PIPE : A5TM A53-q4, GRADE B til = 35 K5I SQUARE. METAL TUBING : A5TM A500-q4, GRADE B Fy = 461<51 HIGH 5TRENGTH BOLTS: A5TM A325-q4 MACHINE BOLTS : 6ALVANIZED ASTM A307-q4 4.5.2. SHEET METAL ACCE55ORIE-5 SHALL CONFORM TO : Fy = 33KSIHITH 6qO GALVANIZED COATING IN ACCORDANCE WITH ASTM 25-67. 4.5.3. NAILS SHALL CONSIST OF : COMMON WIRE NAIL5 WITH MINIMUM DIAMETER AS FOLLOWS: &d = 0.113", IOd = 0.12&% 12d = 0.12&", I6d = 0.135". 4.5.4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORR051VE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOHN5, BEAM HANGERS, J015T HAN6ER5, AND FLOOR TRUSS 5TRAPPIN6 ARE TO 13E INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.1. CONCRETE EMBEDDED 'JBOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5PACIN& AND ALIGNMENT ARE TO BE IN ACCORDANCE HITH THE DE51&N PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGIN& PRIOR TO PLAGIN6 &ROUT. 4. 6. MICRO -LAM LUMBER: 4. 6. I. MIGRO-LAM 5TRE55 611RADE5 SHALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES. E = 2,000,000 P51 Fb = 2,g50 P51 Ft = 1,&50 P51 Fc = 500 P51 (PERPENDICULAR) Fr- = 2,700 (PARALLEL) Fv = 2&5 P51 4.7. STEEL: 4.1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN ACCORDANCE WITH A.1.5.0. "SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN65". 4.1. 3. STRUCTURAL STEEL: ASTM A36-36M q4. 4.1.4. STEEL TUBING: A5TM A500-c14, GRADE B. 4. 7. 5. WELDED CONNECTIONS: EIOXX ELECTRODES, MINIMUM SIZE FILLET HEWS 5/16", AW5 CERTIFIED HELDER5. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUE5T. 4.1. 6. HHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF 5UPPORTIN&". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. STRUGTU AL. NOTES 4. 8. SO L: 4. b. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 P5F. 4.5.2. ALL SOIL 15 TO BE Of d POISONED FOR TERMITES PER FBG 2001 SECTIONS 104216, 104.2.1, 1403.1.6, 1503.4.4, 016, 10116.75, 2303.1.4, 8 2304. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • Soil Chemical Barrier Method • Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is on approved termite protection system or method. IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED I. FBG 1042.6 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. FBC 1505.4.4 - Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. FBG 1505.4.4 - 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 b - 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 016.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBG 016.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBG 1816.1.3 - 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. FBC 016.1.4 - Minimum b mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. g. FBG 1516.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBG 1816.1.6 - Soil treatment must be applied under all exterior concrete or grade within I'-O" of the structure sidewalls. 11. FBG 016.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC 016.1.7 - All buildings are required to have pre -construction treatment. 13. FBG 1516.1.T - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. Tge 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 2303.1.3 - After all work 1s 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 2303.1.4 - No wood, vegetation, stumps, cardboard, trash, etc., shall be buried within I5-0" of any building or proposed building. 4. b. 3. SOIL 15 TO BE COMPACTED TO g5% MODIFIED PROCTOR A5 DEFINED BY ASTM D 1557-41 ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMSER 318T, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER 8E PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE SEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSi5ILITY 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-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM 50RATE (SSX) DOES NOT. AREMSED 08-15-03 AoCREAlID01-02-02 120 MPH 3 SEC. GUST ❑ SAMUEL A. GcREENBERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. 060122 ❑ iR UIN J. BENSON, P.E. 049158 ❑ AL I AMAS HAKIM, P.E. S6186 TO THE EEST OF THE ENGINEER'S 104OIiLEDW AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA'BI,tILDING CODE, SECTION *06 FOR 120 MPH 3 SECOND GUST, ©CPOSIMQE '50 WIND ZONE (2101 EDITION). THIS DR4WNG AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL POR I'ION OF THIS DRAWING ONLY. s �I:1LJ1,,Jir�i..u. _ J __ L , ..,.. � ,.,..,d1�L..._ _. , 1 1.1 :.a.. �:. '. IL.. � ��...... ..1 ... -is>i ,L �•.1 .;,I:.-.-1. � �. III l! III 111111 fm 5TRUGTURAL NOTE5 REOU I RED SAFETY OLAZ I NO IN HAZARDOUS LOCATIONS (RE: FBC, 2405.2.1) 2405.1 General. Individual glazed areas including glass mirrors in hazardous locations such as those Indicated In 24052 shall pass the test requirements of CPSC I6-GFR, Part 1201 or by comparative test shall be proven to produce or least equivalent performances. Exceptions: I. Polished wire glass installed in fire doors, fire windows and view panels In fire resistant walls and hazardous locations in 24052.1(3) and 24052.1(4) shall comply with AN51 Z47.1. 2. Approved plastic mater►als used as glazing in hazardous locations shall comply with AN51 Z47.1. 2405.2 Hazardous Locations 24,052.1 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. 51azin in doors and walls of enclosures for hot tubs, whirlpools, saunas steam rooms, bathtubs, show rs Tcl oth r such facilities where such gqlazin? i 1coted 36 Inc es (414 mm) or less, measured h94zon al�y, 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 edg6is within a 24-Ina (610 mm) radius of the door in a closed Pposition and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. Exception: I. C-vlozlnq in walls perpendicular to the plane of the door in a closed position in Group R3 or within dwelling units in Group R2 shall be subject to 2405.2.1(4). Glazingq In an individual fixed or operable panel, other than those 4. locations described in items 2 and 3 above, that meets all of the following conditions: 4.1 - Exposed area of an individual pane greater than 4 sq. ft. (0,54.m ) 42 Bottom edge less than IS inches (45-T mm) above the floor. 4.3 Top edge greater than 36 inches (414 mm) above the floor. 4.4 One or more walking surfaces within 36 inches (414 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 is: (1) less than 60 Inches (1525 mm) above the walking surface on the pool side of the glazing, and (2) the glazing is within 60 inches (1525 mm) horizontally of the water's edge of a swimming pool or spa. This shall apply to single glazing and all panes In multiple glazing. c a* CV m Z • � V i J • N y n GOMPONENT � GLADDINO DESIGN PRESSURE (120 MPH, 3 SEC. 6U5T, 2.1/12 TO 6.4/12 PITCH, EXP05LJRE B, IMPORTANCE FACTOR=1) (P5F) TRIBUTARY(FT) AREA ROOF WALL (GCpi = +/- V (6Cpi = +/- I&) 16 14.4 -50.1 25.4 -34.77 20 13.6 -45.4 24.E -32.4 50 1 IA -34.3 232 -243 100 10.5 -34.� 22.0 -26.4 125 10.5 21.E -262 NOTES: I FOR EFFECTIVE AREAS OR WIND 5PEED5 BETWEEN TH05E 61VEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD A550CIATE > WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXP05URE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 160621P OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINU5 51GN5 515NIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. FREGAST LINTEL SAFE GRAVITY LOAD TABLE LENGTH 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 1V-4" (136") PRECAST 445 1,234 12'-0" (144") PRECAST 414 1,140 13'-4" (160") PRECAST 362 1.073 14'-0" (168") PRECAST 338 1,003 14'-8" 176" PRE STRESSED N.R. 1,370 15'-4" 184" PRE STRESSED N.R. 1,203 17'-4" (206") PRE STRESSED N.R. 950 19'-4" (232") PRE STRESSED N.R. 750 21'-4" 252" PRE STRESSED N.R. 610 22'-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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN AT LEAST 2 HOURS BEFORE PLACING MORTAR. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE EXTENDS TO SILL. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE INSTALLATION OF GLASS BLOCK. 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 EXPANSION STRIP REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 PANEL BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER gga. COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 gQ. IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING �P�A�NEL REINFORCING i/4' EXPANSION SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER DOLT (2 PER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) ANCHOR) 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: EXPANSION STRIP * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. ••:�- * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. 6' MIN. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT LAP SPLICE FURROW. MAINTAIN UNIFORM JOINT WIDTH. W/ REINFORCING 6' MIN.PANEL G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST LAP SPLICE REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT NOTEi SEE GLASS BLOCK TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE INSTALLATION NOTES. SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) * (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) W, J m c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + +z + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + +.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + ,+ " + + 6'-0" (TYP.) + " +++ + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + +++ + + + + + + + + + + + L + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2 `--RIDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE 1 120 MPH 3 SECOND GUST EXPOSURE "B" WIND 8d COMMON NAILS ® 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.C. .11302" LONG GUNNAIL 0 3" O.C. .0990X2 1/4" LONG GUNNAIL 0 3" O.C. 8d COMMON NAILS 0 6" O.C. EDGES & 8d COMMON NAILS 0 12" O.C. INTERMEDIATE a .131OX2 1/2" LONG GUNNAIL 0 4" O.C. EDGES & 8" O.C. INTERMEDIATE .120OX3" LONG GUNNAIL 0 4" O.C. EDGES & 8" O.C. INTERMEDIATE .1130X2* LONG GUNNAIL 0 3" O.C. EDGES (STAGGERED) & 8" O.C. INTERMEDIATE NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND 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. GREENBERG, P.E. 0.34245 ❑ TPUY P. I-IUYNP, P.E. 060122 ❑ IRLJIN J. BENSON, P.E. 049158 ❑ ALI ABBAS PAKiM, P.E. S6186 TO THE BEST OF THE ENGINEER'S IGNOULEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WiND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALiD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRIJGiURAL PORTION OF TWIS DRAWING ONLY. �,�Nsca AoCREATED 01-02-02 1 ENGINEERiNG� 10A- PA. BOX um - ,4POLL0 BEACH - FLORIDA - 335'12 12 0 MPH PWONE - (81.3) 64b 0*6 FAx - (813) 64b %W ©THESE GINEERING, P.A. AND CLIENT ONATHIS PROJECT. REPRODUCTIONVANGS AND DESIGNS ARE THE TOR UUNEARUTHORIZED USE IPROPTY OF DANSCO S PROHIBITED. - 2 03 THE 3 SEC. GUST SEAL LENNAR HOMES SCALE NOTED RAM B.Y. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION TAMPA DIVISION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS DATE V1/02 rN:/BLOCKS/STD 2001 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, ��++ t t p t /� �+ ALED DRAWINGS MUST BE BROUGHT RTOBTHEIATTEN 0NNG DOF DANSCO ENGINEERING P.AS, AND THESE SIGNED AND . TO S I �C I UR-AL NOTES 4 I AIBLES THE COMMENCEMENT OF CONSTRUCTION. DE JOB NO. PM - 5021 8N2 12 INSULATION TYP.) VARIES BAFFLES 1/2" HIGH STRENGTH CD GYP. BOARD OR 5/8" WALL BOARD W/ DRYWALL SCREWS ® 7" O.C. CEILING & 8" O.C. WALLS R30 MIN. BATT OR BLOWN INSULATION 1 x2 P.T. HORIZONTALz STD. (SEE DETAIL) R4.2 MIN. INSULATION ON EXT.. BLOCK WALLS 1 x2 PT WD FURRING ® 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1 x4 P.T. BASE N PRE ENGINEERED WOOD TRUSS 0 24" O.C. U.N.O. HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS COVERING f 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN2 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x4 SUB FASCIA 12" U.N.O. 12" ALUMINUM VENTILATED SOFFIT 8"x8"X16" KNOCK —OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT 3" C.M.U. TYPICAL TYPE "S" MORTAR —ARCHITECTURAL FINISH I _," ,00�1 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 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) 1/1" CONCRETE SLAB WITH BROOMMIN. 2500 PSI FINISH SEE STRUCTURAL NOTES CONC. SLAB z °D. C z 00 Rco 6 MIL VAPOR Z -I 770//7 BARER f: _ .a (2) #5 REBAR CONT. 3 MIN. cLR. CLEAN POISONED AND COMP. ON 3" CHAIRS TYP. n SOIL. (COMPACTED TO 95% MODIFIED 1 —4 U.N.O. PROCTOR ASTM D1557) HUD COMPLIANT TYPICAL WALL SECTION NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMATION SIMPSON SP1 CONNECTOR NOT TO SCALE (1) ROW 2x BLOCKING 0 MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6". -1/2 to 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 31/2 \ / / \\ \\ \\ \\\ NOTE: (2) #5 CONT. \�/\�/ �j / HILTI 1/2" 0 KWIK BOLT II W/ 6 EMBEDMENT MAY BE " 1'-4" " USED IN LIEU OF ANCHOR BOLTS. TYPICAL INTERI ARING WALL I G SCALE:3/4"=1'-0" 51 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 6X6 W1.4XW1.4 WWF OR FIBERMESH GRADE (1) #5 CONT. 4n n MIN. TYPICAL THICKENED 5LA8 EDGE SCALE: 3/4" = I' -0" SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ELEV. VARIES 1" x 2" FURRING 1" x 6" ROUGH SAWN CEDAR 2x4 SPRUCE SUB FASCIA 2" U.N.O. 12" ALUMINUM VENTILATED SOFFIT ALTERNATE FASCIA SCALE: 3/4" =1'-O' CONTINUOUS TO FOOTER BELOW 90" HOOK DETAIL LOAD BEARING OR EXTERIOR WALL 1/2"0 ANCHOR BOLTS 0 24" O.C. W/ NUT & WASHER (1) SIMPSON SP1 TYP. —\ 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1 x4 P.T. BASE NAILE I II IIzJ1 L====-----JI ----JL====----�L=__----- (1) #5 VERT. IN FILL CELLS r --- -- ---- -- FIRST BLOCK TO BE 3/4" BASEBOARD ' " 'I " " 11 W (SEE FDN. PLAN FOR LOCATION) 1 II II II II II SET IN MORTAR I u u u u u MIN. 2500 PSI z U I u u u n n CONIC. SLAB4 x4 INSPECTION PORT AT r---------ter——�r---------•ter----------it---- I II II II II N �— EACH FILLED CELL TYPICAL " " " if " If �- " 3/8" MORTAR BETWEEN 6X6 W1.4XW1.4 WWF N 8 x4 x16 NOMINAL , „ „ „ � „ n- BLOCK WITH 3 8"JL_ L ___ _ _ SLAB & BLOCK OR FIBERMESH a HEADER BLOCK U.N.O. / r-----fr----- ----------�r--------- --- --_ MORTAR BETWEEN II II 11 — I COURSES ' " II II n u I II II II I II ELEV. I II II II I II —iS L--- Jl._—== L =-- — — — — — —JL — — — — — — — JL —_----JL—_—OL — N n L --- II --,i--------- I' -- ' a A.F.F. rSRAgE' z ELEV. -0 -5 1 /4--------��-----��------- c� e e °. K' \ \/\ // A.F.F. :a. a ° ° a a. ELEV. —0'-4 1 4" o 6 MIL VAPOR BARRIER �� 'I . I \\\\\\\\\\\� I oo Q 1— " ,: ° .° ° °: „ . a �� . // // // // I— z 2 x6 RIPPED TO ACTUAL 4 1 /4 WIDE a A.F.F. o ° C) CLEAN POISONED AND COMP. // // // o °.°OR 2"x4" WITH 3/4" FURRING ° . ° e a A. _ o 0 \/\/\� NOTES: ° 4 I ° cV MODIFIED PROCTOR ' a .' \\ \\ 0O ' SOIL. (95% /// 1. FILL ALL CELLS BELOW GRADE WHEN _GARAGE DEPTH °. ° WHEN STEM WALL IS LESS THAN 40" PER ASTM D1557) 3 , I VARIES ° ` ° . ° MIN. CLR. STD. 90 HOOK ABOVE GRADE. (2) #5 REBAR CONT.--X1- n (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN ON 3" CHAIR 40" HIGH CONSULT ENGINEER. ALTERNATE 5TEMWALL FOOTING ,4,4 SCALE: 3/4' = P-O" 1 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 1/2" MIN. PLYWOOD SHEATHING NAILED 2x S.P.F. STUDS 0 16" O.C. W/ 8d COMMON NAILS 0 4" O/C BOUNDARIES, 21 2x STUD 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. (2) ROWS OF 2x BLOCKIN 1"x P.T. STUD 0 THIRD POINTS 1714 #5 VERT. IN FILLED CELL 1/2"0 x 8" 7 BOLT 0 24" O/C W/ 2"OX 3/16" PLATE WASHER TYPICAL 1/2" x 6" "J" BOLT ® 24" O.C. VERT. HILT] 1 /2" 0 KWIK BOLT II W/ 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. II 2x P.T. PLATE 6x6 W1.4xW1.4 WWF OR FIBERMESH p77 /\ 6 MIL VAPOR BARRIER / R e, ° \ / / \ \\ \\ \\ \ \ \\\ \\\/�\\ CLEAN POISONED AND COMP. D a / / / / / / SOIL (COMPACTED TO 95% MODIFIE /�\/�\/�\/�\//\ // PROCTOR ASTM D1557) n , n FRAME WALL TO C1"I.U. WALL CONNECTION D GARAGE 5LA5 AT STEP 5 51 SCALE: a/4"=1'-0' I�ET Ilk 20" MIN. LAP 3 OR #4 REINFORCING BAR 2x STUDS 016" O/C 03 4 04 LAP SPLICE —R11 25" MIN. LAP -7/8' STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" REINFORCING BAR OVER METAL LATH. FIRST 2 LAYERS 3/8' THICK RurvrvR�iryv o,rR EACH. 3RD LAYER 1/8" THICK. 05 LAP SPLICE ;ON SP1 0 EA. STUD 36" MIN. LAP 2X P.T. PLATE REINFORCING BAR Oro LAP SPLICE FINISH7RADE / c' z \ /Q Z / #5 REINFORCING BAR \\ R 1 7/8" scALE: 3/4III -0" ^, TYPICAL EXTERIOR FRAME WALL FOOTING SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION TYPICAL C.M.U. BLOCK WALL GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. Z_ EST. GRADE M ELEVATION V-0" 'rT\\ OP OF SLAB 00 \ F-INI5H TEXTURE SREA< SCALE: N.T.S. SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3/4' = P -O' SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS 0 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) S.P.F. DOUBLE TOP PLATES \—TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTO TOE NAILS 0 EACH END 1/2" CDX PLYWOOD OR 7/16" 2"x S.P.F. (OR EQUAL) O.S.B. SHEATHING REQ'D. FOR STUDS ® 16" O.C. U.N.O. ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING 0 MID HGT. FOR AS INDICATED ON THE PLAN. WALL HGT. < 8'-6". 2 ROWS 2x BLOCKING ATTACH SHEATHING W/ 8d 0 3rd PTS FOR WALL HGT. > 8'-6". COMMON NAILS 0 4" O.C. AND 0 12" O.C. 0 FIELD BOUNDARIES, 6- O.C. 0 EDGES,UPSON SP1 CONNECTOR 1/2"Ox8" ANCHOR BOLT 0 24" O.C. 2x P.T. BOTTOM PLATE W/ 2"00/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF 4" MIN. OR FIBERMESH 3 1/2"-4" ° R/ /�\ MIN. MIN. (2) #5 CON n , n n U.N.O. MIN. TYPICAL 5E,41RING WALL a STEP C NOTE: SCALE:3/4"=1'-0" SIMPSON HETA20 0 EACH STUD WITH 16-10d X 1-1/2- MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HI�TI 1/2"0 KWIK BOLT II EXTENDS UP STUD. W 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR SIMPSON SPVS ARE NOT BOLTS. REQUIRED W/ THIS ALT. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS 0 24" O.C. FROM TOP PLATE TO *5 STD. 90' HOOK S.P.F. DOUBLE TOP PLATE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTO TOE NAILS ® EACH END CJ1 RE5,4R DETAILS 2"x S.P.F. (OR EQUAL) STUDS ®16" O.C. U.N.O. SCALE: N.T.S. 51 (1) ROW 2x BLOCKING 0 MID HGT. FOR 19 P.T. 2x4 1/2" GYP. BD. SOLE PLATE HOLD GYP. BD. 2X STUDS 0 24" O.C. U.N.O. 1/2 FROM SLAB CONT. BEAD 1/2" GYPSUM WALLBOARD U.N.O. z SEALANT W/ DRYWALL SCREWS 0 8"O.C. 0'-0" J BLOCK WALL BEYOND .. ° Q INTERIOR GARAGE EXPANSION JOINT 4" 1 g CONT. BEAD . -- U.N.O. SEALANT VAPIF" H.D. RECESS HILT] X—CF NAILS 0 12" O.C. y #5 CONT. STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH 3 1/2" MIN. PLATE TO CONCRETE OR EQUAL CONCRETE SLAB 6X6 W1.4XW1.4 WWF OR FIBERMESH NZ ° \ \ ` \\ \\ \\\\ I �i M �\//\//\/ / -=—tea°--- N Z \ ° :A d M 3" MIN. CLEARANCE VAPOR BARRIER (2) #5 CONT. " 8" 1'-4" 8" ON 3" CHAIRS (TYP.) (2) #5 STEEL (CONT..) ON CHAIRS GARAGE DOOR SL,4�3 RECESS : , j INTERIOR WALL 5L,45 STEP NON-5RQ. fG SCALE: N.T.S. 51 SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3/4"=1'-0' 51 SEE A/S1 FOR MORE SLAB INFORMATION 3/4" RECESS FOR S.G.D. 6X6 W1.4XW1.4 WWF OR FIBERMESH d- N — —d— a. � (2) #5 CONT. OPTION 01 EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL THICKEN SLAB EDGE BETWEEN 3/4" RECESS FOR S.G.D. DOOR FRAMES AS SHOWN 6X6 W1.4XW1.4 WWF FINISHED CONCRETE LANIA TO OR FIBERMESH RECIEVE BROOM FINISH U.N.O. x ° 00 6X6 W1.4XW1.4 WWF /\ //� OR FIBERMESH (2) #5 CONT. n n (1) #5 CONT. 48 OPTION 02 5L,45 STEP 4 RECESS a S.C.D. SCALE: 3/4 ° =1' -O" 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. GRADE, FOOTING DEPTH \%\\ SEE SCHEDULE PAD REINFORCEMENT \ (SEE SCHEDULE) MASONRY WALL AND ------MASONRY FOOTING EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. 3 1/2- MIN. • \' FOOTING BEYOND FOOTING WIDTH SEE SCHEDULE ATIO COLUMN FTG. DETAIL t N SCALE: 3/4N.T.s. 61 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT ® 24" O.C. SIMPSON SP1 CONNECTOR W/ 2"Ox3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF C4" MIN, OR FIBERMESH r ° A. 3 1 /2"-4" 1 2"-4"//\\ MIN. MIN. \ / (2) #5 CON n , n n U.N.O. MIN. ALTERNATE TYPICAL SEARING WALL a STEP WIC SMEAR WALL rc:c NOTE: SCALE.- 3/4"=1'-O" rj1 SIMPSON HETA20 0 EACH STUD WITH 16-10d X 1-1/2" MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1 /2"0 KWIK BOLT II EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR REQUIRED W THIS ALT. BOLTS. ❑ SAMUEL A. CiREENSERI�, P.E. 034245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRWIN J. SENSON, P.E. 049158 ❑ AL I ASSAS HAKIM, P.E. 056186 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. AoCREATED 01-02-02 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. DANSCO ENGINEERING, PA. P.O. SOX 3400 - APOLLO MAC 4 - PLORIDA - 335M 12 0 MPH PWC* E - (&S) 645 0166 FAX - (813) 648 96W ©CLIENT ON THIS PROECT�ANY REPRODUCTION OR UNAUTHORIZED USE IGNS ARE THE MNT PROPERTY OF DANSCO S PROHIBITED. - 2 ND 03 THE 3 SEC. GUST 84L LENNAR HOMES SCALD RU1N S.V. TAMPA DIVISION PATE 1/1/02 N: /BLOCKS/STD 2001 SECTIONS, DETAILS, NOTES S1 J � S v -C) - 12 RE —ENGINEERED WOOD TRUSSES 0 24" 0/C "MAX,KN OUT BLOCK NOTCH LINTEL WHERE REQUIRED ,.--GIRDER TRUSS W/0�11 #5 FOR CONCRETE PLACEMENT --z - " PUFT CONNECTOR (SEE SCHEDULE) PREFAB CHIMNEY CAP SIMPSON SEE ELEV. OUBLE 2"x4" S.P.F. TOP PLATE FLASHING HTT16 TYP. SIMPSON H5 AT 2"x4" BLOCKING (SEE MANUF. ATTACH BLOCKING EACH JOINT TYP. SPECS. FOR MINIMUM DISTANCE) TO TRUSSES W/ SIMPSON SLOPE IMPSON MTS12 0 EA. CORNER 7/8" STUCCO FINISH PER ASTM C. 926 — A34 ANGLE TYPICAL APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" RE -ENGINEERED OVER METAL LATH. FIRST 2 SAYERS 3/8- Qa EXTERIOR FINISH wooD TRUSSES THICK EACH. 3RD LAYER 1/8 THICK. zz PREFAB CHIMNEY %2X TOP PLATE } �-�� --PREFAB CHIMNEY ASSEMBLY 5/8"0 THRU CRICKET AS REQUIRED F-* = BLOCKING 0 MID POINT WHEN CKETI �� CHIMNEY EXCEEDS 6-0" IN HEIGHT _— i =� c GALV. METAL I A A BOLT FLASHIN 1/2" SHEATHING OR O.S.B. I 201"2"x4" STUDS 0 16' O.C. MAX. `1 6 a 2"X4" 0 16" O.C. MAX. SIMPSON SP2 ®EA. STUD Ad �7 kGALV. MTL FLASHING 2"x4" BLOCKING TYP.C8ICK�SIMPSON HTT16 2 X B.U.0 ASTENED TO TRUSSSDESSWIT H8d COMMONSS TOP CHORD TYP. WIRE NAILS ®4" 0/C BOUNDARIES TYPICAL CHIMEY DET,4IL5F 6" O/C EDGES & 8" O/C FIELD Cj CTIQj� "A -A" PSON MTS12 0 EA CORNER TYPICAL HTT16 TO STD. 90• HOOK 2 x BUILT—UP COLUMN FILL CELL BOND BEAM F.- CONT #5 BAR 8-16d NAILS CONT. #5 5/8"Ox8- V BOLT OR 5/8"0 HIL11 KWIK BOLT II BAR sTD. 9o• = W/ MIN. 8" EMBEDMENT HOOK 7. 7. " " SGALE: N.T.S.NOTES: SCALE. 3/4"=1'-0' OUBLE 2x4 BLOCKING S2 BUILT-UP COLUMN DETAIL(Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. © SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 'TO HIGHESTOBONSURAAMTION 2X4 PT STUDS ®16' O.C. OR (1)2X4PT STUD - - S2 O HAS BEEN PLACED THAT ALL ENT ®OPENINGS LESS THAN OR EQUAL TO 6'-0" SIMPSON STRONG 0 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 - IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTT16 N PT STUDS UNDER HIP CARIER/GIRDER TRUSS _ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. BOND BEAM STEP DETAIL SCALE: N.T.S. 22 MAIN SPAN ROOF TRU SIMPSON HUSC48 CONCEALED FLANGE ABOVE 1) SIMPSON LSTA14 UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 10d INTO BEAM & C 2X4 BLOCKING 24 O/C STAGGERED (TYP.) TYPICAL PILLED SCALE: N.T.5. cJ2 SIMPSON META20 0 EA. STUD (6) 3/16 X 1 3/4 TAPCONS SEE FLOOR PLAN NOTES LINTEL ASSEMBLY t*'o 10d NAILS 0 6" FOR REQUIRED CONNECTION MOISTURE BARRIER 8"X8'X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ 2500 PSI GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK KNEEWALL ABOVE MASONRY WALL DETAIL KoE SCALE: N.T.5.\, S2 /VENT OR 2ND FLOOR 4, TYPICAL C.M.U. WALL TRANSOM OPENING MNSN.l1IN --- Emil #5 REBAR,-_.,I_mm DOOR OPENING ■■�� STD. • •HOOK - /,RECAST -MEN IN • • OPENING FDN. PLAN FOR LOCATION on Milli Illl� ■■ill Ildl= ■■III lii■■ Milli liiim ■■ill Ill■■ Milli liilm ■■III 111=[jj1'--'SEE ■■ A O.C. STAGGERED z TRANSOM— N DTC ® 0 o FRAMING EA. BLOCKING EA. BLOCKING 16" NAILS ® 1s" o/c TYP. EACH PLY 2—ROWS 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3—e0 16d AILS STAGGERED ®16 0 C FOR 2"x10" OR GREATER HEAD R SCALE: N.T.S. S2 SIMPSON STC W/ SS BOTTOM CHORD OR 3-8d COMMON NAILS BLOCKING W/ 2-16d 7 5/8 8" 7 5/g8" 7 5PLYWOOD 2X8 WALL- L�4NAILS 0 EACH END (24. O.C. MAX) 1/2" MINIMUM CEMENT FINISH SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs) LLJA EXTERIOR MAU GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED GRAVITY CAP = 1262 Ibs)1) EE PLAN FOR REQUIRED ROVIDE HILTI X—CF NAILS OR TO FLOOR C CONNECTIONS EQUAL 0 12" O.C. STAGGERED ❑ LINTEL ABOVE'LINTEL TEL ABOVE. TO ❑ LINTEL ABOVE. TO STANDARD 3- DIA. TEE 3/4' FURRING STRIPS SIMPSON SIMPSON SIMPSON FROM BOT. PLATE TO CONCRETE LINTELS AT ENTRY A35 ❑ ❑ ❑ A35 SP2 p �o0,p P.T. eoT. PLATE X6 W1.4XW1.4 WWF — — — — — — — — — — — — — — — — — — — THREADED 3 DIA. EXTENSION 1/2- GYPSUM BOARD DOOR UJ/TRANSOM DD 2X4 TOP * UPLIFT CONNECTIONS 2x P.T. PLATE ZO R FIBERMESH 1ST COARSE 2ND COARSE 3RD COARSE oo W DRYWALL SCREWS NOT TO SCALE c.22 PLATE REQUIRED AT LOAD MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE FOSOMWOFOUGAP (3" DIA.) 0 8" O.C. OR 4d �\ \ OVERLAPPING BEARING WALLS - - _ _ �— ' ' _ _ - COARSE BELOW. EVERY THIRD 3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE DRYWALL NAILS �\ \ � ( �♦ LOAD BEARING/EXTERIOR WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. oo DOOR JAMB \ NAILED INTO 10d NAILS 0 6" WALL HEADER DETAIL Q TYPICAL INTERIOR NON -BEARING WALL DETAIL J MASONRY LAYOUT \ TRANSOM 3-1 /4" LONG X 3/16"� TAPCON. FRAMING STAGGERED SCALE: N.T.S. S2 SCALE: N.T.5. S2 SCALE: N.T.S. S2 INTO BLOCK® SPACING PER MANUFACTURE TRANSOM FRAMING oo 1X4 P.T. SEE SECTION AA/S1 ANDoo FORM CONCRETE INSET TO 1 DETAIL BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES CREATE A SOLID BASE FOR BLOCK DETAILS REFER TO PAGE SDW2 FOR WALL ABOVE. 1/2" DRYWAL 1 X 4 FURRING SIMPSON SP1 ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2- PLYW00 TYPICAL GARAGE DOOR MIN. EXTENSION FROM EXTERIOR DOOR JAMB W 1 4" X 2-1 2" S.D.S. NCHOR BOLTS 0 SCRAP MATERIAL FACE OF BLOCK WALL IS 1 1/2" / / RECESS SIMPSON SIMPSON 35 24" O.C. MAX TRACK MOUNTING DETAIL K TYPICAL SECTION THRU WINDOW MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. @ 12 O.C. A35 SCALE: N.TS. FACE OF BLOCK WALL IS 2 1/4 TO DRAIN LINTEL S2 3/16"0 X 3" LONG TAPCONS STAGGERE 1 X a 2X4 P.T. SCALE: N.T.S. Cj2 = o lo @ 16" O.C. 2-ROWS INTO MASONRY ° ' ° . ° a' PLATE L1 X g P FORM CREATES CONCRETE RECESS TO THROUGH 10 P.T. & 1x8 P.T. 2X8 P.T. BOTTOM PLATE GARAGE DOOR ACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALLOW WALL CLEAN -OUT r,4" 1-1 f 2" DETAIL _ 3 16n x 3 1 2" TAPCON FOR WATER SHED. SCALE: N.T.S. S2 / / ANCHOR BOLTS 0 24" O.C. MAX. SIMPSON SIMPSON GARAGE DppR Rp LER ARAGE DOOR TRACK 2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH DOOR JAMB W 1/4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) B A35 SP2 ECTION ASEMBLY .............. TO ALLOW SPACE FOR FLAT MASONS TOOLS CONN TOP SPLICE @ 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY SIMPPON META 16 (SEE PLAN FOR SIZE) TRq L pI ON OF :`; MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END OUBLE 10d 10 P.T. 2X4 STUDS 0 24" O.C. • • • GAAGE 60�� PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 11 2 1/4 " DETAIL 2 X 8 P.T. c 2'-0" 1/2- DRYWALL 1 X4 FURRING SIMPSON SIMPSON SIMPSON If If 0 A35 FSP2 A35 1 Od 0 8- O/C n n DOOR JAMB W 1 /4 X 3 S.D.S. 10d NAILS 0 4" 1/2- ANCHOR BOLT 0 STAGGERED 24 O.C. MAX. MIN. (2) 1 X 4 \♦ PER BOTTOM PLATE 2X4 P.T. ♦ SECTION PLATE \\ 3 160 X 3-1/2" LONG TAPCONS STAGGERED X8 NAILED INTO ' STAGGERED @ 16 O.C. 2-ROWS INTO MASONRY 1X8 \ TRANSOM OVEERMSTUDSPLICE THROUGH 1x8 P.T. & 2X8 P.T. TRANSOM FRAMING FRAMING PLYWOOD NOTE: PLATE LENGTHS MUST BE 1 X 4 FURRING 3" DETAIL SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 � WIRE NAILS 0 4" 0/C BOUNDARIES AT LEAST 8'-0" LONG. TYPICAL 1/2- DRYWALL-1BB/S1 / FOR ADDITIONAL 6" O/C EDGES & 8" O/C FIELD DETAILS TOP PLATE SPLICE DETAIL M DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C. SCALE: N.T.S. S2 1 4 SIMPSON SP1 1Od @ 12" O.C. 2X2X8 P.T. WITH 3/16"0 X 3m LONG TAPCONS 2X8 LINTEL RECESS A35 SON SIMPSON A35 A STAGGERED @ 16 O.C. 2-ROWS INTO MASONRY SIMPSON LSTA12 ®24" ••3131 GARAGE ENTRY FORM DETAIL `I' I = SCALE: N.T.S. • MOUNTING BASE SHOWN POURED ppCONGCREpT,EE BASE $ FOR g p pU G B IN POSITION NCUEOCK R SH�DG�O��ARD GARAGE FLOOR NFINISHED E 2x6 MOUNTING BASE THIS DRAWING. x8x16 C.M.U. PARTIAL INTERIOR ELEVATION-8 SCALE: N.T.S. , .`` GARAGE FLOOR MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK IS MOUNTING BASE DETAIL POURED IN PLACE CONCRETE TGRARRyA��GLE FF�LNIOSOR SLAB SCALE: N.T.S. DOUBLE 2x TOP PLATE STAGGERED (FOR SHORT 3-1 4" DETAIL = SEE GENERAL NOTES ❑ SAMUEL ,4. GREENBERG, P E. *34245 SPAN PROVIDE 2 STRAPS ON ° a Q. SIMPSON META16 (UPLIFT CAP 1500 LBS) SLOPE FORWARD ElTl-IUY N.-IUYNH, F' E. �'�00122 FOR DRAINAGE EACH END MIN.) BUILDOUT a OVER SIzE DOOR 2X8 P.T. BOTTOM PLATE FRAMING DETAILS LINTELS AT ENTRY IRWIN J. BENSON, P.E. *49i58 - 2x BLOCKING 0 EACH END w/ 10d WINDOW ROUGH OPENINGS CC p 45OVE ENTRY DOOR W/TRANSOM t EE ❑ x 3" 0 4" O.C. FROM EACH HEADER NOT TO SCALE S2 ANCHOR BOLTS 0 24' O.C. MAX. (MIN. NOT TO SCALErJ- 2 NOT t0 SCALE cJ2 ❑ ,4L1 ABBAS 1-IAKIM, P.E. *56�S�o FACE TO BLOCKING (2) PER BOTTOM PLATE) SEE PLAN FOR FOOTING r 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 BUCK - CONNECT TO BLOCK WITH SECTION FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 2 x 8 P.T. BUCK -CONNECT TO BLOCK SECTION 3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) B-B GUST EXPOSURE 'B' WIND ZONE (2001 EDITION). 2x BOTTOM PLATE W/ (1) 10d X 3" W/ 3/16" x 3 1 /4" TAPCON A -A "MAX. GARAGE ENTRY FINISHED ' VARIES " 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 MAX. SOLI BLKG. AT TOP Z'-0• 8' Z�-Or 8' MASONRY DETAIL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE 0 12 O.C. TO EACH HEADER FACE ( p p BTWN. ARCH BLKG. &BUCK I DATE IT 16 SIGNED AND SEALED. 3/16" x 3" TAPCONS BLOCK HEADER SOLID BLKG. AT TOP GARAGE 2 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS 2 X �O (MIN.) FRAME 1 X 4 FURRING BTWN. ARCH BLKG. &BUCK SCALE: N.T.S. WALL HEADER DETAIL 1 X 4 FURRING r-$� AT 8" O.C. DRAWING ONLY. � A * 8d NAILS ®8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10 BLOCK HEADER NAILS AT EA. END IDAN5CO SIMPSON LSTA12 ®24" (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. PROVIDE 2 MIN. 2 x 8 BRACE/ BLKG. ON THE INSIDE TO ALLOW FOR PROVIDE 2 x 8 DIAG. BRACE ( ) BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE (2) 2x4 TOP PLATE STAGGERED (FOR SHORT 1/2" DRYWALL INSULATION TO BE INSTALLED 1 HGT• OF BRACE EXCEEDS 24' BUCK - (1) WITHIN REVISED 08-15-03 SPAN PROVIDE 2 STRAPS ON 2 x 8 46 DIAGONAL ENGINEERING, PA• BRACE AT �, FACE LEAVE A CUT OUT IN O.S.B. 4 MIN. OF START P-0 sox 3400 - , O _ F1.OMPA - 335„t2 EACH END MIN.) 2 x 8 46 DIAGONAL 7/16" OSB OF ARCH EA ' �3) 10d 2 x 8 VERT. NSULATIONON THE STO BE NSTALLEDIDE TO ALLOW R OF ARCH AoCREATED 01-02-02 _CBS 645 0�6 FAX _ �813� �� BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA ND BRACE(s) 12 0 MPH THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE POLY -CELL IN THIS AREA ED 4510 ©CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. — 2003 BUILT UP PLWD. BUCK - (4) 1 Od NAILS INTO 7/16-OSB 3 SEC. GUST SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK RCH PANEL 111111 (2) 2x HEADER W" SCRIBE (NOTCH) BACKSIDE TO p PLYWOOD FLITCH / ARCH CONNECT W/ Sd NAILS \— PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID. BLKG. (FULL WIDTH OF WALLS) START OF ARG SEAL" 1�S 2 X 4 FRAME 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS 4' MAX. RAO. WALL HEADER DETAIL OF BRACE SCREW THRU OSB INTO 2 x 8 $GALE j� (N B.y. INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 10d NAILS INSTALL WDW, ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. TAMPA DIVISION PER INSTALLATION DETAILS PROVIDE TAPCON PER WDW. INSTALLATION START OF ARC 4' MAX, RAP, ARCH DETAIL r5,5PER INSTALLATION DETAILSEQUAL EQUAL DATE 11/Il/m1 N: /BLOCKS/STD 2001 WALL HEADER DETAILS I ARCH DETAIL rAA DETAILS OR THRU 1-1/2" THK. OR MORE BUC SECTIONS, DrETAILS, NOTES SCALE: N.T.S. 52 NOT TO GALE WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE(?J2 S2 DE JOB NO. PM - 5021 62 TRANSOM OPENING 7'-4" A.F. . PRECAST RE SS UN (FILLED) #5 REB DOOR OPENING ® ca W 4w m BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER ® 24" O.C. (OPTIONAL - SEE ELEVATIONS) SIMPSON H10 OR EQUAL ® EA. OUTLOOKER TOP CORD BLOCKINGFOR FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES 0 ED S OF SHEATHING TYPICALAT I\` 4" MAX. 2"x4" CROSS BRACE 7 8" STUCCO FINISH PER ASTM C. 926 SI PSON LSTA12 0 EA. S D AT RIDGE FASTENED " AT EACH JOINT W/ APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 , OVER METAL LATH. FIRST VYERS 3/8" (2) 10dx3 THICK EACH. 3RD LAYER 138 THICK. X6 FRAMED WALL - SEE WALL SECTION FOR SPACING 1 /2" CDX PLYWOOD OR 7/16" 2"x4" PANEL BLO KING 0 48" O.C. OSB SHEATHING ATTACHED W/ 10d FOR THE FIRST (4 ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. A \\\' FROM EA. END . TOP & BOTTOM FIdp ATTACHED W/ (2) 16-d TOENAILS (2) 16d NAILS L� • • 2"x4" BLOCKING ® 5/8" OR 1/2" CEILING DENSE 2"x4" "T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH WITH 8d COOLER NAILS OR 1 1/4" LONG 1Odx3" ® 4" O/C DRYWALL SCREWS COMPLYING WITH ASTU C1002 FOR FIRST 8 -0 " SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER ®24" O.C. TOP CORD BLOCKI G FOR FIRST FOUR ROWS 45' :k OF TRUSSES ®EDGES OF SHEATHING TYPICAL 2"x4" CROSS BRACE I SIMPSO H10 OR EQUAL RIDGE FASTENED ® EA. UTLOOKER AT EACH JOINT W/ I 2¢. i„1 (2) 10dx3""INIMUM "L" BRACE TO EXTEND AT LEAST, 90% OF WEB LENGTH (SEE TABLE) 7/8' STUCCO FINISH PER ASTM C. 926 " I • APPLY 3 LAYERS W/ TOTAL THICKNESS 2 xs P.T. SILL TOHIq( VER EACHLDhl LAYER 138�THRICK• 3/8 ABLE TRUSS 2"x4" PANEL BLOCKING ® 48" O.C. I 1/2" CDX PLYWOOD OR 7/16" OSB " " FOR THE FIRST 8 -0 OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6 O.C. I " FROM EA. END TYP. BOTTOM CORD EDGES AND 12 O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS 10dx3"® 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE .• 2"x4" "T" ON TOP OF PANEL BLOCKING, FASTEN WITH-// 1Odx3" 0 4" O/C MOISTURE BARRIER " 2"x4" CROSS/ BRACING (SEE PLAN FOR LOCATIONS ) 2) 16d PER JOINT T< V" 0NTIN000S BOTTOM CORD BRACING 1"x4" MIN. o 20'-0' MAX 20'-0' MAX BRACING S3) 0 z m A Q _ 0 ' 0 a Lu " " XDE BRACE SEE CONTINUOUS 2"X4" BOTTOM COR MIN. (SEE DETAIL M X X v .-. X T _ 0 0 0 9 w = 0 ' 0 NOTE: END JACK Il'-O' MAX. v,9 CORNER JAC Y C U w z 0 FROM END WALL ® 4" O/C TYPICAL 5/8 OR 1/2 CEILING DENSE SIMPSON META20 OR EQUAL 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CORD GYPSUM WALL BOARD FASTENED 0 V-0" O.C. TYPICAL CROSS BRACING DETAIL J CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING WITH Sd COOLER NAILS OR 1 1/4" LONG SCALE: N.T.S. THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2"x4" LEDGER (MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH ASTM C1002 53 CHORD SLOPE F ADJACENT TRUSS) FOR FIRST 8'- " 4R O/C TYPICAL WALL 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UFLIFT CONNECTIONS - �1P FRAMING f �I BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. * USE SIMPSON META20 (OR BETTER) CONNECTORS CT I OI `� 3 MINM"UMANC FROM PLATE 0 48- SPLICE 5 CT I ON REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � (OR EQUAL) 0 MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS 0 FRAME WALLS & SIMPSON H5 W/ 3/16"x2"0 PLATE WASHER AS PER HIB 91 SCALE: N.T.S. ® HIP JACK TO FRAME WALLS. SCALE: N.T.S. 53 SCALE: N T.S_ 53 53 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL � 2X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. BACKNAIL W/ (2) 16d NAILS11 2"x4" OUTLOOKER ® 24" O/C "L" I I 16d NAIL M x 7/8' STUCCO FINISH PER ASTM C. 926L BRACE APPLY 3 LAYERS W/ TOTAL THICKNESS"7/8' • • @ ATTACHED4" 0 C. VTYPI AL NAILS N • OVER METAL LATH. FIRST SAYERS 3/8 PRE-ENGINEEREDOVERLAP TR1.18S 5R.ACIWx OVERLAP THICK EACH. 3RD LAYER 1/28 THICK. I WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6 1 TOP OR BLOCKING FOR FIRST FOU R I IMPSON H10 OR EQUAL io io OF TRUSS S EDGES OF SHEA ING TYPICAL I ® EA. OUTLOOKER GABLE TRUSS WE 2"x4" CROSS BRACE I 4" MAX. DOUBLE 'L" BR,4GING DETAIL rj AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST (2 EACH JOINT W/ SCALE: N.T.S. S3 (2) 10dx3" 90% OF WEB LENGTH (SEE TABLE) ABLE TRUSS Q 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING ® 48 I NAILS 0 6" O.C. EDGES AND 12" O.C. FOR THE FIRST (4) ROWS OF TRU I FIELD 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 INIMUM (2) 16d PER JOINT FRO, EA. END TYP. TOP & BOTTO I (2) 16d NAILS INIMUM 2"x4' TRUSS BRACING �> 16d NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. ATTACHED W/ (2) 16-d TOENAILS IMPSON HGA10 ® 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 I 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH „ OF THE THICKNESS OF THE LAST ®4 O.C. TYPICAL 10dx3" ®4" 0/C LAMINATION 5) FOR 5-PLY, PROVIDE 1/4 DIA. " TUD WALL (SEE TYP. SEC.) TRUSS BRACING OVERLAP DETAIL r'I x 7" LAG SCREWS OR EQUAL 5/8 OR 1 /2" CEILING DENSE 3) EACH 30d COMMON NAIL MAY BE (SPACE AS SHOWN FOR 3-PLY) GYPSUM WALL BOARD FASTENED SCALE: N.T.S. cj3 REPLACED W/ (2) 16d COMMON NAILS. WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 ® GABLE TRUSS WEB (ONE INTO EACH OUTSIDE FACE OF 6 REFER TO NDS SECTION 15.3 ASTM C1002 FOR FIRST 8'-0' EACH STUD FOR ADDITIONAL INFORMATION FROM END WALL ® 4" O/C TYPICAL SINGLE "L" BRACING DETAIL (p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) DBL. S.P.F.TOP PLATE SCALE: N.T.S. 53 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S SCALE: N.T.S. 53 v C T I O' `� to*'04 1 ABLE TRUSS 4 ABLE TRUSS A N T S Cj3 S3 83 "(S BRACE DU 10d A 4" 0/C (SEE SCHEDULE FOR SIZE SC LE: .. . "L" BRACE W/ 10d ®4" O.C. 12 AND LOCATION) 12 (SEE SCHEDULE FOR SIZE >7 7 1 MAX. ND LOCATION) 5 83 TOENAIL W/ (2) 16d NAILS 5 83 10dx3" O/C 0 6" O/C TYPICAL 2" 4" OUTLOOKER 0 24" O.C. W) (2) 10d PER JOINT V BRACING REQUIRFE TENTS STUD SPACING NO "L" BRACE (1) 2'x4' "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" "L" BRACE 16" O'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" V-O" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE — (2) 2"x8" (1) 201x8" FULL #2 HEIGHT S.P.F. ® EACH VERTICAL AND © DIAPHRAGM BLOCKING NOTE: 6 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, 2"x " RUNNERS S3 s3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 12" MAX. 10dx3" NAILS 0 4" 0/C. ......... ... ... .......... .......... .......... ......... ......... .......... .......... .......... ......... ... AL D� ALTERNATE NON -DROP GABLE END DETAIL ONT. BEARING r� DBL TOP PLATE L ONT. BEARING STUDS 016" O.C. SIMPSON SP2 SCALE: N.T.S. GABLE END BRACING DETAIL GABLE END 5Rr4CING DETAIL : N.T.S.SIMPSON HGA10 0 EACH STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE ❑ SAMUEL A. GREENBERG, P.E. 034�245 MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR IMND SPEED SPECIFICATION SCALE: N.T.S. ❑ THUY H. HUYNH, P.E. %0122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS ❑ IRWIN J. SENSON, P.E. 04-B-158 SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 0 24" O.C. ❑ ALI A55AS HAKIM, P.E. 'M56l86 3 • 12 S3 OUBLE TOP PLATE SCISSOR TRUSS 45• t SIMPSON H2.5 OR EQUAL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE TOP CORD BLOCKING FOR FIRST FOUR RO ® EA. -OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 7 MAX OF TRUSSES EDGES OF SHEATHIN TYPICAL I 2X4 CONT"L" BRACE FASTENED W/ FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 12 7 MAX. (2) Tod 3"0 24" O/C. CMID HEIGHT GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). GABLE TRUSS THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE 2X4 KICKER® 8'-0" O/C. TRUSS VERTICAL 11 REVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2"x4" CROSS BRACE SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS 2X4 BRACING 0 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) — (2) 2 XS L„ BRACE FASTENED Ao CREATED 01-02-02 DRAWING ONLY. ATTACHED W/ 2-10d 0 EA. TRUSS (2) 10dxY SIMPSON #3 WITH 8-8d WITH (3) 16d PER SIDE SIMPSON LSTA12 TYP. I FROM LEDGER TP BLOCKING (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) •. ABLE TRUSS DIAPHRAGM BLOCKING 48 O/C GYPSUM WALL BOARD I 1 /2" CDX PLYWOOD OR 7/16" OSB� I� Il* 1p A 2%4" LEDGE (MATCH BOTTO SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. SCISSOR GAB1`� pi�1' PA. "T' BRACE -� 1` I CHORD SLO OF ADJACENT I EDGES AND 12 O.C. FIELD P.O. BOX 3400 - APOLLO BEAC 4 - FLORIDA - 33512 SCISSOR SS) OISTURE BARRIER AS PER HIB 91 SCALE: N.T.S. cJ3 PHONE - (813) 645 0166 PAX - (813) 648 9698 " 120 MPH THESE DRANINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE 2 R PANEL BLOCKING S 48 O.C. 3 SEC . GUST OWENT ON 1HIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 FOR THE FIRST (4) ROWS OF TRUSSES IMPSON HETA20 OR EQUAL COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD 0 6'-0" O.C. TYPICAL ATTACHED W/ (2) 16-d TOENAILS *� 2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 � LENNAR HOMES SC 1550R TRU55 W1 DROP CEILING 5RAC ING DETAIL 1/2"0 ANCHOR BOLT 0 48" O.C. STRAIGHT STRAP ® 4'-0" O/C ®16" O.C. ALIGNED WITH GABLE WEB. �TuDS MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NTS ATTACH TO TRUSS W/7-10dx1 1 /2" SCA-r= NOW RAM S.V. AND TO MASONRY W/ (3) TAMPA DIVISION 3/16"x 2 1 /4" TAPCONS. DATE 1/2/02 N: /BLOCKS/STD 2001 5E CT f ®N 2 TRUSS BRACING DIE -TAILS AND NOTES WOOD FRAMEDC��4�3L� AND Si��4CINC� DETAILscALE: NT.s. 53 MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N T.S. DE JO$ NO. PM - 5021 83 FIG RE 1: FLASHING INSTALLATION ASPHALT SEALANT: EXTEND MIN, OF 6" OUTSIDE OF FLASHING DID FLU .LT FIGURE 2: WALL I TEXTURED, PAINTED EXTERIOR WALL FINISH I FAR dd ..=IIIIII= — — — — — — _ '=IIIIII=IIIIII=IIIIII=IIIIII=IIIIII=��-� � ��- ...... -"•"-"� IIIIII IIIIII- , - --••-• '�11111� • •'� illlll�llllll�l � �II�� ASPHALT SEALANT, 6 TO 12' EXTEND MIN. 6' ABOVE PER PLAN FLASHING SPECS. 6' HIGH DIVERTER ®= FLASHING N / FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET; MIN, 3112 SLOPE (REQUIRED AT ASPHALT BASED ALL LEVEL VALLEY SEALANT APPLIED LOCATIONS) TEXTURED PAINTED ANDIEXTENDING A EXTER. WdLL FINISH MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING VERTICAL WALL 6' X 18' H GALV. FLASHING CONT, ? AT KNEEWALL AT ENTRY Q PLASTER STOP SHINGLES —� 6'X18'HGALV, FLASHING CONT., NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, = WWW.E. ;AM FLASHING DETAIL Al C;RICXEl/<NEEWALL INTERSECTION FILEREF, (SD4)KNGSTN,FLSHDET/SD (NO SCALE) • It, • / — GALV, 'L' FLASHING 3from Y N : // ,� ; - - - - - TYPICAL. EXISTING u-BLOCK W/ 15 CONT. 2-a5X6' IN CON(. -auey c"t wow _—_—_ _— — r-ILLED CELL — / ,� ,� OOFING FELT _—_—_—_ _—_—_ - - - i / - - - - - - -- DRILL 3/4'XS' MIN HOLE ❑ --- - - - -- SET BAR IN EPDXY; - - - - - DRIP EDGE CAP TO PREVENT LEAKAGE _ _ v -_-_-_-_-_ / _ _ _ -_ - 5X6' EMBEDDED INTO "- - - - - - - - - - - - - - z EXISTING U-BLOCK LINTEL 4"t SAWCUT v ---------- o o - - - - - - - - - - < FILL CELL FULL HEIGHT W/ SECT I CN rA -_- � NON-sHRINK GROUT SCALE: Nts 7a; — — — — ASCIA o I va a• A C — — — w VA Y > � J '5X&' EMBEDDED INTO c% EXISTING FOOTING L J UPLIFT G.4PACITI' ■ 595 FOR 1 STRAP N x RILL 34'X5' MIN. HOLE ■ IOW FOR 2 STRAPS °- = SET BAR IN EPDXY i-PLY PRE-ENGINEERED TRM 1=IGURE 3.- CORNER DETAIL �.`:_"`�`.^=•;' SIMPSON HM9 STRAP _ M. •'4 +wry' •:ma's' l4) SIDS ��4 xi�iz J m EXISTNG FOOTING .:'= :,'; �-"�=�:,: " o f=LAS-IING INSTALLATION y }" +: .. RETROFIT FILLED CELL DETAIL `` l5%1/4'41-4' TITENS A � N.T.S. a• BOND BEAM a_ c z eCk � e • e • e • e • • Roke - Me�o� e 36' NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE. O r Course Q� Course C ye ur (33g1 MM � 15'�r Sa\1e y to e \�ou ye I,16Z PRODUGT CONTROL NOTICE OF ACGEPTANCE MIAMI - PAPE GOUNTY, FLORIDA MAUFAGTURER - G S ROOFING PRODUCTS COMPANY, ING. PRODUCT ACCEPTANCE # EXPIRATION DATE: FIREHALT 2000 0I-0503.03 06 / 14 / 2006 FIREHALT 2000 AR 0I-0503.03 06 / 14 / 2006 LANDMARK 30 0I-0503.05 06 / 14 / 2006 LANDMARK 30 AR 01-0503.03 06/14/2006 LANDMARK 40 0I-0503.03 O6 / 14 / 2006 LANDMARK 40 AR 0I-0503.03 06 / 14 / 2006 • �QCk RpO� ourye Course 5 rd tY'�° e 3, a 3 to e 11 over �p opu ¢d91 4' go \E dr Qpaud p �^�¢�d orro Q'd9e�y, eyed i Meg'°Ed9e �QJey SHINGLE DETAIL � N.T.s. 53.1 ❑ SAMUEL A. GREENSERG, P.E. 0.34245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRWIN J. 5ENSON, P.E. 04S156 ❑ AL I A55AS HAKIM, P.E. S(, 18(0 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND 5EL.IEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE '5' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBAR i STD. 90' HC 773 f5 NOTCH WEB AT TH 1= f AlREMSED 08-15-03 CREATED 02-27-02 Ao 120 MPH 3 SEC. GUST �eeai� TYP.) )K (TYP.) E FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO TH15 #5 REBAR (TYP,),# III _ 1I STD. 90- HOOK (TYP.) 4Q FIRST COURSE ,,♦ INSTALLATION H 5C.4LE: N.T.5. rj3,1 DANSCO ENGINEERING, P.A. P 15OX �83� .�sA�6 o s� � - 8�� s� in ew ©THESE CLIENT ONAWINGS AND THIS PROJECT.IGNS ARE THE ANYREPRODUCTIONTOR UNAUTHORIZED USE ITY OF DANSCO S PROHIBITED. - 2 NO3 THE LENNAR-TOMS 3G,4L.E NOTED R�4tl B.Y. DATE 2/7-1/02 T'�'4 DIVISION N: /BLOCKS/STD 2001 FRAMING CONNECTIONS EXT. WALLS DE JOB NO. PM - 502-1 83 L a Q n m A C REFER TO SECTION 1 A ON SHEET SCISSOR TRUSS S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1 A ON SHEET S5 FOR X—BRACING, AND TOP �� CHORD BLOCKING INFORMATION NI SCISSOR TRUSS N, N NN � 2" x 4" RAT RUN BRACING SCISSOR TRUSS i i ��NN 24„O.C. ON TOP OF BOTTOM 1 /4" TO 1 /2" GAP BETWEEN CHORD FOR (4) TRUSS SPANS OP PLATE &TRUSS i� �� ATTACHED W/ 2-16d EACC � NI TRUSS JOINT SIMPSON A44 W/ 8- NN IN a 1Od © 48" O.C. 2" x 4" BLOCKING END NAILED J W/ 2-16d © 24 O.C. (MAX.) WOOD FRAME EXT. WALL 41, 2" x 4" BLOCKING (TURNED FLAT) NAILED TO TOP PLATE SIMPSON SP2 © W/ 5-10d NAILS EVERY OTHER STUD SIMPSON A44 W/ 8- 10d � EACH TRUSS 1 /2" NOMINAL PLYWOOD OR 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 Lo K.O. BLOCK W/ (1) ZE O.S.B. NAILED W/ 8d NAILS 1 /2" NOMINAL PLYWOOD OR O.S.B. #5 CONT. & FILLED 0 I 4" O.C. BOUNDARIES, 6" O.C. » NAILED W/ 8d NAILS @ 4 O.C. 2x8 STUDS AT 16" O.C. ;�, EDGES, & 12 O.C. FIELD BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP1 SIMPSON SP1 © 1 /2" DIA. x 8" "J" BOLT EVERY OTHER STUD EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 3/16" K.O. BLOCK W/ (1) K.O. BLOCK W/ (1) PLATE WASHER (TYPICAL) #5 CONT. & FILLED #5 CONT. & FILLED H W-� 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-UJALL � MASONRY WALL (DESIGNED AS CANTILEVERED) SCALE: 3/4'. 1'-0' Oj�j *� L� *� �/ II' 1 VON-5EARII VG EXT. <NEE - WALL C SCALE: 3/4' - 1'-0' NON -5EARING EXT. <NEE -WALL A SCALE: 3/4" = 1'-0" REFER TO SECTION 1 A ON SHEET S3.1 FOR X—BRACING, AND TOP SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS / CHORD BLOCKING INFORMATION SIMPSON H10 OR EQUAL 2x4 OUTLOOKER @ 24" O.C. WOOD TRUSSES 450MIN @ EA. OUTLOOKER \ �� SIMPSON A34 CONNECTOR � � � 2x4 RAT RUN BRACING ° W/4-8d x 1 1 \2" INTO BLOCKING IN „ AT 24 O.C. ON TOP OF TOP CORD BLOCKING FOR FIRST FOUR ROWS & (2) 3/16"x1 3/4" TAPCONS INTO BOTT. CHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL 24' MAX TOENAIL W/ (2) 16d NAILS PRECAST (NOTE: MAINTAIN MIN. TRUSS SPANS ATTACHED W 2 — 16d AT EA. TRUSS 8d O 6"o/C 2 x 4 CROSS BRACE 2 x 4 "T" ON TOP OF PANEL 1 7/8" EDGE DIST. ON PRECAST) JOINT 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED AT EACH JOINT W/ BLOCKING, FASTEN WITH I 1 /2 COX PLYWOOD OR 7/16 OSB NAILS ® EACH END ®24" 0/C (TYP) (2) 1Od x 3" 10d x 3" 4" 0/C SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING © 24" O/C BRACING W/(3) 10d x 3" ° ° ° ° EDGES AND 12" O.C. FIELD W/ 2 — 16d TOENAILS @ EA. END EACH CONN. @ 24 o/c GABLE TRUSS 1 \2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL �5'MIN i WB W/ 1 3/8" DRYWALL NAILS OR IG DRYWALL SCREWS 7" O/C CEILING ARCHITECTURAL FINISH RIDGE "L" BRACE TO EXTEND AT LEAST & 8" 0/C WALLS 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) INTERIOR HIP VAULT; SILL 2x4@24"O.C. 2 x 4 PANEL BLOCKING @ 48�� O.C. 6:12 SLOPE CENTER EXT. WALL. CONN. e 2 x 4 NON-STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. NON - LOAD SARING LOCATION rD FRAME KNEEWALL INTO BOTTOM CHORD. - 10d x 3" @ 3" 0/C THROUGH • 2 x 4 P.T. CHORD INTO 2" x 6" P T PLATE REFER TO DETAIL A/SI FOR MORE INFO. SCALE: 3/4' - I'-0' SIMPON W/4 S8d x 31 1 /2" INTO MOISTURE BARRIER BLOCKING & (2) BOND BEAM 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) 45--65- EXT. WALL CONN. 'a ALT. NON - LOAD REARING LOCATION 7 IL' 5RAC INCH REQUIREMENTS STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SPACING "L" BRACE I" BRACE I" BRACE "L" BRACE » 00 e» r -5 » » r -0 n» r -0 n» i -0 » 16 - 4 4 -5 - 8 8'-0- 12 12'-0- 16 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 27)x8" FULL HEIGHT @ DIAPHRAGM BLOCKING " 5/8OR 1 /2" CEILING DENSE GYPSUM WALL BOARD FASTENED PLACE SHEATHING FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1 /4" • . LONG DRYWALL SCREWS COMPLYING .• ❑ SAMUEL A. GREENBERCx, P.E. 034245 WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ THUY H. HUYNH, P.E. %0122 FROM END WALL © 4" 0/C TYPICAL USP LTPA ® 48" 0/C (TYP.) ❑ fRU11N J. BENSON, P.E. 1049'i58 1 /2" DIA. BOLT @ 24" O.C. MINIMUM 6" FROM PLATE SPLICES ❑ ALI A$8AS 1-1AKIM, P.E. *56186 W/ 3/16" x 2" DIA. PLATE WASHER �NSC� REFER TO DNOTE: A/S1 FOR MORE INFO. NT.S. S�J' 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, ENGINEERING., PA. SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. Ao CREATED 01-02-02 PA. BOX 3400 - MVLLO BEACH - PLORIDA4 - 33512 12 0 MPH PHONE - (813) 64S 0 b6 PAX - (813) 645 96W 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ,�� END DETAIL ,4T i-� I P VAULTED 48l ©CTMUEENNT ON THIS ROJECTT.SANY REPRODUCTION OR UNAUTHORIZED USE ISJOPROHIBITED. - 2003 THE 10dx3" NAILS 4" 0/C. rf= 3 SEC. GUST SCALE: N.T.S. cJ TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE c LENNAR WOMES FLORIDA BUILDING CODE, SECTION 1606 FOR 12O MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). cSCA N B.V. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THED�.r.� V2�02 TAMPA DIVISION N:BLOCKS DATE IT IS SIGNED AND SEALED. / /STD 2001 SIGNED AND DRAWN ONLY. SEALED FOR THE STRUCTURAL PORTION OF THIS FRAMING CONNECTIONS 0 EXT. WALLS OE JOB NO. PM - 5021 " 5/8OR 1 /2" CEILING DENSE GYPSUM WALL BOARD FASTENED PLACE SHEATHING FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1 /4" • . LONG DRYWALL SCREWS COMPLYING .• ❑ SAMUEL A. GREENBERCx, P.E. 034245 WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ THUY H. HUYNH, P.E. %0122 FROM END WALL © 4" 0/C TYPICAL USP LTPA ® 48" 0/C (TYP.) ❑ fRU11N J. BENSON, P.E. 1049'i58 1 /2" DIA. BOLT @ 24" O.C. MINIMUM 6" FROM PLATE SPLICES ❑ ALI A$8AS 1-1AKIM, P.E. *56186 W/ 3/16" x 2" DIA. PLATE WASHER �NSC� REFER TO DNOTE: A/S1 FOR MORE INFO. NT.S. S�J' 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, ENGINEERING., PA. SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. Ao CREATED 01-02-02 PA. BOX 3400 - MVLLO BEACH - PLORIDA4 - 33512 12 0 MPH PHONE - (813) 64S 0 b6 PAX - (813) 645 96W 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ,�� END DETAIL ,4T i-� I P VAULTED 48l ©CTMUEENNT ON THIS ROJECTT.SANY REPRODUCTION OR UNAUTHORIZED USE ISJOPROHIBITED. - 2003 THE 10dx3" NAILS 4" 0/C. rf= 3 SEC. GUST SCALE: N.T.S. cJ TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE c LENNAR WOMES FLORIDA BUILDING CODE, SECTION 1606 FOR 12O MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). cSCA N B.V. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THED�.r.� V2�02 TAMPA DIVISION N:BLOCKS DATE IT IS SIGNED AND SEALED. / /STD 2001 SIGNED AND DRAWN ONLY. SEALED FOR THE STRUCTURAL PORTION OF THIS FRAMING CONNECTIONS 0 EXT. WALLS OE JOB NO. PM - 5021 REFER TO DNOTE: A/S1 FOR MORE INFO. NT.S. S�J' 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, ENGINEERING., PA. SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. Ao CREATED 01-02-02 PA. BOX 3400 - MVLLO BEACH - PLORIDA4 - 33512 12 0 MPH PHONE - (813) 64S 0 b6 PAX - (813) 645 96W 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ,�� END DETAIL ,4T i-� I P VAULTED 48l ©CTMUEENNT ON THIS ROJECTT.SANY REPRODUCTION OR UNAUTHORIZED USE ISJOPROHIBITED. - 2003 THE 10dx3" NAILS 4" 0/C. rf= 3 SEC. GUST SCALE: N.T.S. cJ TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE c LENNAR WOMES FLORIDA BUILDING CODE, SECTION 1606 FOR 12O MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). cSCA N B.V. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THED�.r.� V2�02 TAMPA DIVISION N:BLOCKS DATE IT IS SIGNED AND SEALED. / /STD 2001 SIGNED AND DRAWN ONLY. SEALED FOR THE STRUCTURAL PORTION OF THIS FRAMING CONNECTIONS 0 EXT. WALLS OE JOB NO. PM - 5021 m 0 3 v 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. OF • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t 1 OF TRUSSES 0 EDGES OF SHEATHING TYPICAL SIMPSON OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I 2x4 CROSS BRACE I O EA UTLOOKER QUAL SIMPS OR EQUAL TLOOKER -0 0 48" O.0 O EACH JOINT • MA SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE I O EA. 4' MAX. TLI SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 0 48" O.0 O EACH JOINT W/(2) 10dx3" L" BRACE TO EXTEND AT LEAST I "X 2x4 OUTLOOKER 0 24" O.C. W/(2) 1Odx3" L BRACE TO EXTEND AT LEAST X I 909L OF WEB LENGTH (SEE TABLE ON SHEET S3) ATTACHED W/ 10d NAILS O 4" O.C. 4 "90% OF WEB LENGTH (SEE TABLE ON SHEET I • S3) ATTACHED W/ 10d NAILS 0 4" O.C. VERTICAL WEBS ®GABLE END TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f I VERTICAL WEBS O GABLE END 0 ARE O 16" O.C. " ARE 0 16" O.C. 1/2 CDX PLYWOOD OR 7/16 OSB cq 2x4 PANEL BLOCKING 0 48 O.C. (�� OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 0EA.SIMPSON H10 OR EQUAL 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. O EA. OUTLOOKER " » I EDGES AND 12' O.C. FIELD r'M 2x4 PANEL BLOCKING O 48 O.C. SHEATHING ATTACHED W/ 10d NAILS 0 6 O.C. FROM EA. END TYP. BOTTOM CORD 2x4 CROSS BRACE FOR THE FIRST 8'-0" OF END WALL �� EDGES AND 127 O.C. FIELD ATTACHED W/ (2) 16—d TOENAILS I 2) 16d, ONE ON EACH SIDE OF 'Y BLOCKING 0 48" O.0 0 EACH JOINTFROM EA. END TYP. BOTTOM CORD 2) 16d, ONE ON EACH SIDE OF 'T' BLOCKINGW/(2) 1Odx3" ATTACHED W/ (2) 16—d TOENAILS 2) 16dDBL 2X4 HEADER RACE TO EXTEND AT LEAST Q DBL 2X4 HEADER OF WEB LENGTH (SEE TABLE ON SHEET S3)•• 2x4 "T" ON TOP OF PANEL SIMPSON H10 CHED W/ 10d NAILS 0 4 O.C. I .. sa BLOCKING, FASTEN WITH OR EQUAL 2x4 "TO ON TOP OF PANEL SIMPSON H10 SIMPSON EQUAL P2 0 10dx3" O 4" 0/C SIMPSON DTC 016"O.C. W/(2) 8d VERTICAL WEBS O GABLE END , BLOCKING, FASTEN WITH ARE 0 16" O.C. 10dx3" 0 4" O/C OR EQUAL SIMPSON SP2 I I 1 2" CDX PLYWOOD OR 7/16" OSB OR EQUAL I SIMPSON DTC 016" O.C. W/(2) 8d 2X4 W/ (4) 1Od TO BOTTOM OF GABLE & (4) 8d INTO 2x4 PANEL BLOCKING 0 48 / O.C. I FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. TO BOTTOM OF GABLE & (4) 8d INTO AT EACH END 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 ATTACHED W/ (2) 16—d TOENAILS i (2) 16d, ONE ON EACH SIDE OF 'T' BLOCING AT EACH END " (2) 16d gL 2X4 HEADER C.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE " C.J. SILICON 1/4 GAP IN I • • W/ 1 /2 DIA. BOLT 0 48 2x6 P.T. SILL PLATE KNOCK —OUT BLOCK W/ (1) #5 CONT. O.C. & 6" FROM PLATE KNOCK —OUT BLOCK W/ (1) #5 CONT. 2x4 "T" ON TOP OF PANEL SIMPSON H10 " W/ 1/2" DIA. BOLT 0 48 2X4 SPF FRAME WALL SPLICES W/ 3/16" .. SIMPSON DTC O 16 O.C. W/(2) Sd » 2X4 SPF FRAME WALL BLOCKING, FASTEN WITH OR EQUAL 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 0 16' O.C. � CONC. LINTEL W/ (1) #5 CONT. 10dx3" 0 4" O/C SIMPSON SP2 I 2 x 6 SILL PLATE ' SPLICES W/ 3/16" MAX. MAX. OR EQUAL tt) x 2" WASHER SIMPSON SP2 SIMPSON SP2 OR EQUAL OR EQUAL 2X4 W/ (4) 1Od DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL W/ SIMPSON LSTA18 I I MANUFACTURED WINDOW W/ " I MANUFACTURED WINDOW W/ (� AT EACH END ��::�� C.J. SILICON 1/4" GAP (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d FRAME. SEE DET. B/S2 FOR DBL 2X8 W/ 1/2 PLYWD. FLITCH PL W/ SIMPSON LSTA18 FRAME. SEE DET. B/S2 FOR lU INTO DBL. 2X8 ON EACH SIDE OF WINDOW HEADER &SILL DETAILS INTO DBL EQUAL) 8 ON EACHNS DE AILS INTO WINDDOyy AND (7) 8d HEADER &SILL DETAILS KNOCK —OUT BLOCK W/ (1) #5 CONT. 2X4 P.T. SPACER I 2X4 P.T. SPACER 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW CONC. SILL X I I CONC. SILL )( (1) SIMPSON H3 I I Q "2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW ( Q OPENING (DBL 2X4 EA. SIDE FOR WINDOWS WIDER THAN i I 36EKING (DBL 2X4 EA. SIDE FOR WINDOWS WIDER THAN 2x6 P.T. SILL PLATE 2X4 SPF FRAME WALL 36") STUDS 0 16" O.C. 2X4 TOP PL. W/ 1/2" DIA. BOLT O 48" O.C. & 6" FROM PLATE MAX. X I I I N I 0 SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16'4 — MASONRY WALL (DESIGNED Q I MASONRY WALL (DESIGNED _MASONRY WALL (DESIGNED x 2" WASHER x2 1/4' TAPCONS O It O.C. (MAX.) AS CANTILEVERED) IE AS CANTILEVERED) 2X4 P.T. SPACER I AS CANTILEVERED) SEE TYPICAL GABLE END BALLOON H".,,RE—BAR 2X4 SPF FRAME WALL BEYOND — SEE FILL CELL RE —BAR BEYOND — SEE FILL CELL (1) ROW 2X BLOCKING 0 FRAME DETAIL FOR FRAMING DET— ION PLAN I ON PLAN MID —HEIGHT FOR WALL N AILS BEYOND WINDOW (SEC. A/S6) I I HEIGHT < 8'-6" AND (2) STUDS O 24" O.C. ROWS 0 1 /3 PTS. FOR 2X4 P.T. W/ 1 /2"� "J" ( 2X4 P.T. BOLTS O 2424" O.C. 1 /2"Sr• "J" MAX. lU WALL HEIGHTS > 8'-6" BOLTS 0 24" O.C. i I 1I 2X4 P.T. SPACER 4 SIMPSON SP7 2X4 P.T. W/ 1 /2'0 "J" T4SEE SECTION A/S1 FOR TYPICAL OR EQUAL SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOR TYPICAL FOUNDATION AND BLOCK WALL SEE SECTION A/S1 FOUNDATION AND BLOCK WALL BOLTS 0 24" O.C. FOUNDATION AND BLOCK WALL FOR SLAB DETS. DETAILS SEE SECTION A/S1 I DETAILS SEE SECTION A/S1 u DETAILS FOR SLAB DETS.� DETAILS FOR SLAB DETS. FOR SLAB DETS. \\/\i \/jam/j� \\\/\\// �J \\\\�� \\// �`J \\\//\/ % / \\ram TYPICAL ALTERNATE BALLOON FRAME GABLE END A ALTERNATE BALLOON FRAME GABLE END OVER WINDOW ;3 ALTERNATE BALLOON FRAME -9 GABLE END OVER WINDOW G NOT TO SCALE CJ�O NICHE WALL DESIGN NOT TO SCALE CJ�D FLUSH WALL DESIGN NOT TO SCALE CJ6 THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN 15 FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN 15 FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM 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 211-1. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 211-1. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO' THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRZUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM. DIAPHRAGM. D I APHRAGM. ❑ SAMUEL A. GR.EEN15ERG, P.E. 034245 ❑ T14UY H. HUYNH, P.E. %0122 ❑ IRWIN J. BENSON, P.E. *49i58 ❑ ALI A55AS HAKIM, P.E. 056186 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDINGS CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL. PORTION OF THIS AoCREATED 05-22-02 DRAWING ONLY. DAN6C:0 ENGINEERING, P.A. P.0 WX 34" - APOLLO OEACEY - R-ORIDA - 33b12 PHOME - (813) 648 0*6 FAX - (813) 645 16W 120 MPH on 4 o ©TWSEE R13N `T� I OGSIS AND DET ANY ��E JOINT J ��TY O DANSED IS P ENGINEERING, , PAND THE 3 SEC- GUST SEAL LENNAR HOMES SCALE NOW TAMPA DIVISION BRA S/STDv. DATE gN,/ BALLOON FRAMING DETAILS DE JOB NO. PM - 5021 86 Z ca m - 4 r .r Q +� Z • Z All 3 J • 0 Ile m y OD m J0 • IC o 4D nc MODEL: 110RW4 (25 GA. STEEL SKIN) MODEL- 120RW4 (24 GA. STEEL SKIN) OPTIONAL DSB GLASS OR (S 8" ACRYLIC E SECTION B B) AVAILABLE (1) INTERMEDIATE STILE 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)7r- A TOP, BOTTOM & CENTER). SKIN COATED WITH G-60 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. • � • II®II � I��II II®III � III III NI IN II �ll ��III, II=0II,I I -II I -II � III ,�11■�!�1•r1' • •N OF OPTIONAL OPTIONAL OUTSIDE KEYED LOCK POSITION V4X. DOOR f LOCK POSITION (BOTH SIDES) TWO POINT LOCKING r ONE 3" TALL x 20 GA. 50 KSI MIN. U-BAR PER DOOR SECTION. END SLIDE BOLT 8 STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION 3" TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN. K 3 �"- 1-7/8" 7 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/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. " TALL x 20 GA. GALV. TEEL U-BAR. ONE U-BAR ER SECTION. EACH U-BAR ATTACHED 'ITH TWO 1/4"x3/4" SELF TAPPING CREWS PER STILE LOCATION. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. TRACK CONFIGURATION DOOR HEIGHT "L." 6 -6 70 2" GALV. STEEL TRACK, 7 -p 76 MIN. TRACK THICKNESS: .060" 7 _g 82 TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14x5/8" SHEET METAL SCREWS 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH TWO #14x5/8" NOTE 1: SHEET METAL SCREWS. 0 O DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN ALUMINUM EXTRUSION 1 /4"x3/4" SELF DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH WN). & VINYL WEATHERSTRIP. FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE TAPPING SCREWS. SECTION A -A (SIDE VIEW) 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VI " " VIEW "C" VERTICAL JAMB ATTACHMENT (C 90 BLOCK OR , I I OPTIONAL 10 SCREW 2,000 PSI MIN. CONCRETE COLUMN)_ SSB GLASS OR WINDOW LITE 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC LITE STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE 7 SECTION B-B 20 GA. MIN. GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINERPAN 2x6 YELLOW PINE JAMB PSI MIN. CONCRETE). WASHERS INCLUDED WITH #8x3(10 SCREWS�PERCLITE 20 GA. GALV. STEEL INTER. STILE SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH INTE 12 GA. GALV. STEEL TRACK / MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES STIL BRACKETS FASTENED TO WOOD JAMB) TRANSFER LOAD. ONTO VERTICAL TRACK. ONE SNAP LATCH ON WITH ONE 5/16"x1-5/8" LAG SCREW EACH SIDE OF DOOR. PER TRACK BRACKET. INTER. STILE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) : OUTSIDE #14x5/8" SHEET METAL SCREWS. HANDLE 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES OUTSIDE KEYED uenlnl F � 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET #14x5/8" SHEET METAL SCREWS AND WITH ONE 1 /4"x5/8" BOLT & NUT (4) 1 /4"x3/4 SELF TAPPING SCREWS PER END HINGE. 0 OR TWO 1/4- DIA. RIVETS. 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"x3" LAG SCREWS ON 24 CENTERS. 1-1/4 O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. END STILE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION MAX. DOOR SIZE 9'0"W X 8'0"H Clapoy BWUN Pmduc4 Ca Wry NI 1rpAb Rew"d. The anangemenfa depicted heroin am the eoN pmperiv of the Gopay Building Products Campony orW moy o- he reproduced in any form wif/aut ' Ndtlen permreswn. 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 1ORW4 (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). OPTIONAL SSB GLASS OR A 1 /8" ACRYLIC LITES AVAILABLE /ACC cr! -rsrvo D_01 n 11 11 1 1 Milli 111 F =1,160.- 0 • - 1 1 ra Iffin LOCATION OF 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 --j 3 1-7/8" SEC ]ON A -A (SIDE VIEW) 2" THICK 1 VIEW "B" VIEW "C" LOCK POSITION (B OTH 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 VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 000 PSI MIN CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 FRONT FRAME WITH U.V. PSI MIN. CONCRETE). WASHERS INCLUDED WITH COATING ON OUTSIDE SURFACE SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH �l MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OPTIONAL 10 SCREW TRANSFER LOAD. HORIZONTAL TRACK SUPPORT BY R INSTALLER T D000 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 8 2 8 -0" 88" TYP. 2-1/ 2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #145/8" SHEET METAL SCREWS 0 0 0 G 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VI " " VIEW "C" STOP MOULDING BY DOOR INSTALLER (TO SUIT) �20 GA. MIN. GALV. STEEL END STILE 2x6 YELLOW PINE JAMB 20 GA. GALV. STEEL INTER. STILE SSB GLASS OR WINDOW LITE 12 GA. GALV. STEEL TRACK 1 /8" ACRYLIC LITE BRACKETS FASTENED TO WOOD JAMB MOLDED INSIDE SECTION B-B LITE RETAINER WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. #8x3/4 PAN HEAD SCREW r SNAP LATCH ENGAGES �/ 7 16" I.D. ROUND PUSHNUT 18 GA. GALV. STEEL CENTER HINGE (10 SCREWS PER LITE) / ONTO VERTICAL TRACK. FASTENED TO INTER STILES W/(4) i e INTER. 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): BRACKET ATTACHED W/(4) 1/2.0- 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 1 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. ONE SNAP LATCH ON J FASTENER (ONE PER ROLLER) #14x5/8" SHEET METAL SCREWS. EACH SIDE OF DOOR. 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND WITH ONE 1/4"x5/8" BOLT & NUT 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 NUAIR HORIZONTAL ROLLER WINDOW SCHEDULE TESTED PER AN51/AMMA/NV"DA 101 /152 GALL SIZE MANUFACTURER SERIES # DESIGN PRESSURE (P5F) DE51ON SUCTION (PSF) 2020HR OH2 / OH3 +50.0 -&0.0 5020HR OH2 / OH3 +50.0 -50.0 4020HR OH2 / OH3 +50.0 5020HR OH2 / OH3 50.0 6020HR OH2 / OH3 50.0 _-_ %:. 5 .1._ 2030HR OH2 / OH3 + 50.0 - e)0.0 3030HR OH2 / OH3 50.0 Sb:b -s-:? 4030HR OH2 / OH3 50.0 5030 HR 02/O 6030HR OH2 / OH3 -= `'_ +42.�:==:=-.<= - 42.1_ 2040HR OH2 / OH3 +50.0 -50.0 3040HR OH / 2 OH3 ==_:>;::_+42.7-:_=t-:=::=_:42.7:' a_: _: 4040 --- -- 5040HR OH2 / OH3 36............................ __._...__...._.. 36..._.___......_-..-- 6040HR OH2 / OH3 = 32.1"__ :;'_ Ai=_ ^_ `_:___-;; 2050HR OH2 / OH3 _ _ _-_ _51.6 3050HR OH2 / OH3 - _==+50.0 ----- - ... 4050 HR O 2 / O 3 - - ::..�..... 26. 26. 5050HR OH2 OH3 / :'; _ 26.1ir:_< -i=-': `: 26......._.._..__...._... b05OHR OH2 / OH3 _ 26.1 ::= =:r<; _:: v==::;-26.1:<)-=-_-_ NUA I R SL I D I NO O LASS DOOR SCHEDULE TESTED PER AN51/AMMA/NV"DA 101 /152 GALL 51ZE MANUFACTURER SERIES # DESIGN PRESSURE (PSF) DE5161N SUCTION (P5F) 506e) 56D 200 +50 -64.6 60bb 560 200 +50 -55.0 506e) 560 200 +30 -31.1 C1065 SOD 200 +30 -55.0 THERMA-TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /152 LOCATION GALL 517E R/O 51ZE MANUFACTURER DESCRIPTION DE51ON PRESSURE (PSF) DE-51ON SUCTION (P5F) &ARA&E 2e)be) (2/e) x 61e)) 34 1/2 x e)2 1/2" #100 FLUSH STEEL +25.q -34.7 5ER\/ICE DOOR +25A -34.7 POOL BATH 246e) (2/4 x 615) 30 1/2 x 52 1/2" #Ile) ONE LITE STEEL FRENCH +25A -343 DOOR 2668 (2/6 x 6/e)) 32 1/2 x e)2 1/2" #115 ONE LITE STEEL FRENCH +25A -34.7 BREAKFAST TO 2(b68 (2/b x role)) 32 1/2 x e)2 1/2" #12& TEN LITE STEEL FRENCH +25A -343 LANAI DOOR +25.q -343 EXTERIOR (2)206e) (4/0 x 6/e)) 51 1/4 x e)2 1/2" #10e) 15 LITE STEEL FRENCH +243 -32.4 FRENCH (2)2bbb (5/0 x 6/e)) 63 1/4 x e)2 1/2" #10e) 15 LITE STEEL FRENCH +24.1 -32.4 DOOR (2)2e)be) (5/4 x role)) 67 1/4 x e)2 I/2" #105 15 LITE STEEL FRENCH +243 -32.4 (2)30(be) (6/O x 6/e)) 15 1/4 x 52 1/2" #10e) 15 LITE STEEL FRENCH +243 -32.4 FOR e)'-0" HIGH UNIT5 W x qe) 1/2" MAIN ENTRY DOOR 306e) (3/0 x 6/e)) Se) 1/2 x 52 1/2" #205 STEEL 5 PANEL +25A -34.1 (2)2bbb (5/0 x role)) 63 1/4 x &2 1/2" +243 -52.4 (2)2e)6e) (5/4 x tile)) 67 1/4 x &2 1/2" +24.7 -32.4 (2)3065 (6/0 x role)) 75 1/4 x &2 1/2" +243 -32.4 (2)3080 (6/0 x &/0) 75 1/4 x (1e) 1/2" +243 -52.4 MAIN ENTRY DOOR 306e) (3/0 x 6/e)) 3e) 1/2 x 52 1/2" #FG-60 b PANEL FIBERGLA5510 +25A -343 (2)2668 (5/0 x (ble)) 63 1/4 x e)2 1/2" +243 -52.4 (2)2e)6e) (5/4 x 6/e)) 67 1/4 x e)2 1/2" +24.1 -32.4 (2)3065 (6/0 x 6/&) 75 1/4 x &2 1/2" +243 -32.4 (2)50&0 (6/0 x e)/0) 75 1/4 x qe) 1/2" +24.1 -52.4 MAIN ENTRY DOOR 30b& (3/0 x (o/&) Se) 1/2 x b2 1/2" #FG-60 6 PA �RFIBERGLA551G #FG-2000 I LITE FRENCH FIBERGLA551C ( CUSTOMER CHOICE) +25A -54.7 (2)2668 (5/0 x role)) 63 1/4 x 52 1/2" +243 -32.4 (2)2e)6e) (5/4 x bAD) 67 1/4 x 52 1/2" +243 -32.4 (2)30&b (6/0 x 6/e)) 15 1/4 x &2 1/2" +24.7 -32.4 (2)3080 (b/O x &/0) i 75 1/4 x qe) 1/2" +243 -32.4 BANCO OVERHEAD DOORS, I NG. OARAOE DOOR SCHEDULE TESTED PER AN51/AMMA/NWHDA 101 /152 GALL 51ZE TEST LOADS PRESSURE (P5F) TEST LOADS SUCTION (P5F) DE516N LOADS PRESSURE (P5F) DE51ON LOADS SUCTION (P5F) 0 x 7 (OR 50700H) +31.5 -4&.0 +25.0 -52.0 q x 1 (OR g0100H) +51.5 -4e).0 +25.0 I6 x 1 (OR 160700H) +36.0 -37.0 +24.0 -24.5 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 IDENTIFYING THE MANUFACTURER,PERFORMANCE LABEL IDEN CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THEPUBLISHED MANUFACTURER'S RECOMMENDATIONS T ACHIEVE THE DESIGN PRESSURE SPECIFIED. 0 C EVE D FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE E BUCK I S THAN 1-1 HA THICKNESS S LETS 2 SHALL BE ANCHORED / THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIORWINDOWS DO S 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 PI END SLIDE BOLT NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS STILE LOCK ENGAGES VERTICAL END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE Ao CREATED 01-02-02 INTO STILE FOR THE LISTED ON PSF PSF TRACK. ONE WITH CURRENT BUILDING CODES LOADS DESIGN LOADS: +24.0 & -24.5 LOCK ON INTER. THIS DRAWING. MAX. DOOR SIZE: 16'0"W X 8'OH LOADS: +36.0 PSF & -37.0 PSF EACH SIDE OF DOOR. STILE SHEET SHEETS DRAWING NO. REV. 1 O M P H INSIDE SLIDE BOLT LOCK BAR ENGAGES IN NANUFACTUR/PURCHASED MANUFACTURED MANUFACTURED 1 1 101980 03 3 12 SEC. GU LOCK OPTION TRACOUTSIDE FRANKS N BY CHECKED BY DESCRIPTION HANDLE I OF DOOR. �DEES. 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 Clopoy Building Products Company All Rights Reserved. The arrangements depicted herein are the sole props 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. screw embedment of 4" is maintained in the buckstrip. Window fasteners should be located a maximum of 4' from each comer INSTALLATION DETAILS FOR FLANGE WINDOWS IN FLEXIBLE HEADER PLYWOOD FUASHING SHEATHING WINDZONES OF 150MPH OR LESS (DETAIL A) and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of THER RESISTANT 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 12" X 2 s". Buckstrips BARRIER FASTENER Buckstrips shall run the entire length of the rough opening. A should be installed using minimum 136" X 24" masonry screws, EXTERIOR • • 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 • 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 11 i � 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 4" thick wood buckstrips: from each corner and 18" O.C. for screws and 9" O.C. for • Installation fasteners should be a minimum II" X 24" 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. MS USWHEN minimum screw embedment of 14" is maintained in the Flexible flashing should be installed in a 1- ---Q- INSTALLING TO masonry. Fasteners should be located a maximum of 4" from weatherboard fashion. The top layer should overlay any layer do KEEP, LEVEL each corner and maximum of 18" O.C. It is recommended that beneath it. The weather resistant barrier should then cover the • WEATHER FLEXIBLE fasteners not be installed through the sill of the window. The flexible flashing at the header. The application of the weather RESISTANT BARRIER FLASHING actual size of the buckstrips should be no less than 4" X 2i". resistant barrier will vary based on when it is installed. If it is IBLE FINISHED EXTERIOR SILL installed after the window, it should be tucked under the sill WEATHER • FLASHING RESISTANT • " flashing and overlap the jambs and head flashing. JAMBS BARRIER = If using 11 thick or greater wood buckstrips (not shown): ACN ARCIi HOTTECIURAL """UFACFURES ASSOCIATON � [11 EXTERIORIrl FACADE Window installation fasteners should be a minimum 98 X 1" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum MEMBER WINDOW FASTENER SILL The window depictedm is wing is mten for use on typica construction. It is the responst i uy o of ers to etermme I it is app ica e. A mo as tag, 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 I, 0 mph (R30 DP) wind load requirements (per AAMA I01): 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 pre -punched frame installation holes are 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 a" thick wood buckstrips: Installation fasteners should be a minimum J" 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 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 21g". If using 1 " thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum # 10 X li " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than li" X 2i". Buckstrips should be installed using minimum J" X 24" masonry screws, to maintain li" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the AMBRICAN v or barriers etc. A i 'onal flashin a 'n if i is applicable. dd n ARCHITECTURAL responsibility of others to determine tg, P > MANUFACTURES ,NIAIR ®AssocunoN may be specified by the project architect. Wind and design pressures vary within each state and ME.MHE0. factored b NuAir Inc. meet a minimum of 110 mph (R30 DP) wind county. All products manufactured y P Tampa, FL•(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. INTERIOR : as • v �v EXTERIOR JAMBS IF NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL 11• SEALANT BEAD HEADER SERIES INSTALLATION DETAILS FORNON-IMPACT, FLANGE, AWNING A02/3 ATW WINDOWS IN WiNDZONES OF 150MPH OR LESS (per FBC 2001) -4 - Buckstrips must be set in a bead of sealant. The exterior joint v • between the buckstrip and masonry must also be sealed. • Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must NO FASTENERS THROUGH SILL SILL • PRESSURE TREATED ction 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 interior and exterior. WINDOW FASTENER If using 4" 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 masonry. Window may be shimmed as necessary, provided a MINIMAL EXPANDING FOAM - IF PER CODE minimum screw embedment of Ill'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 -1" X 28". If using 1; " thick or greater wood buckstrips (not shown): LED • Window installation fasteners should be a minimum #10 X li " -_- - 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 'JLAT, POURS > fasteners should be located a maximum of 4" from each comer and a 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 i2" X 21g". Buckstrips should be installed using minimum 16" X 24" masonry screws, to maintain ly" embedment, and be 18" O.C. d d f 1 tru It is the The window depicted inthus drawing is rnten a or use on typica cans �R7 ®AMFRICAN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. s oci,AA o R`a 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) 282-6627•www.NuAir.com load requirements (per AAMA 101)- please check local building codes for exact requirements. FLEXIBLE FLASHING WEATHER RESISTANT BARRIER EXTERIOR FACADE • RIGID FLASHING (OPT., By OTHERS) INTERIOR INTERIOR i . a. v.Q • EXTERIOF JAMBS IF NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB & LEVEL • SEALANT BEAD IF NECESSARY, USE SHIMS WHEN INSTALLING TO KEEP PLUMB & LEVEL • SEALANT BEAD HEADER EXTERIOR • INTERIOR PRESSURE TREATED IX— BUCKSTRIP (MIN. 2J' AS SHOWN) SHIM AS NEEDED WINDOW FASTENER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE I FAST THR S PRE -CAST° A CONCRETE SILL SILL HEADER EXTERIOR ' • INTERIOR PRESSURE TREATED BUCKSTRIP (MIN. 2i' AS SHOWN) SHIM AS NEEDED WINDOW ASTENER FILL INTERIOR VOID WiTH MINIMAL EXPANDING FOAM - IF PER CODE HEADER SHEATHING"FRIES INSTALLATION DETAILS FOR NON -IMPACT, FIN, HORIZ. ROL- OH2/3 HR LER WINDOWS IN WiNDZONES OF 150MPH OR LESS (per FBC 2001) WINDOW FASTENER Window Installation: I • Installation fasteners for windows should • ...:. y : ; , WOOD FRAME be a minimum li", 4d nail or 6 x lin drywall screw, ✓ HEADER with an embedment of at least li". Fasteners DRYWALL should be located at a maximum of 4" from each comer and 18" O.C. for screws and 9" O.C. for nails. FILL INTERIOR VOID WiTH MINIMAL EXPANDING FOAM It is recommended that all screws or - IF PER CODE nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. IF NECESSARY, USE SHIMS Weatherproofing: WHEN I INSTALLI NG do Flexible flashing should be installed in a EEPLEVEL weatherboard fashion. The top layer should overlay BARRIER FLEXIBLE any layer beneath it. The weather resistant bamer ISLE FLASHING should then cover the flexible flashing at the EXTERIOR FLASHING WEATHER SILL HED header. JAMBS RESISTANT • •_ _ The application of the weather resistant BARRIER - barrier will vary based on when it is installed. If it EXTERIOR • FACADE 1 is installed after the window, it should be tucked WINDOW under the sill flashing and overlap the Jambs and FASTENER head flashing. SILL • SEALANT BEAD O SEALANT BEAD IF FLASHING IS NOT ADHESIVE ction. It is the The window depicted in this drawing is intended for use on typical constru "I/ IR MAlblICAN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES ASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state an MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-6627•wwwAuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE HEADER PLYWOOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, SINGLE FLASHING SHEATHING & 950 SH HUNG WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Window Installation: WEATHER WINDOW RESISTANT FASTENER BARRIER i • •1 EXTERIOR Installation fasteners for windows should FACADE • ..:. , _ S.I WOOD FRAME IIII be a minimum lZII , 4d nail or 6 x 12 drywall screw, • • HEADER with an embedment of at least A". Fasteners RIGID FLASHING DRYWALL should be located at a maximum of 4" from each (OPT., BY OTHERS) comer and 18" O.C. for screws and 9" O.C. for INTERIOR FILL INTERIOR VOID WiTH nails. 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, • USEEN Weatherproofing: -- Q- INSTALLING 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 EXTERIOR FLEXIBLE WEATHER SILL should then cover the flexible flashing at the FLASHING RESISTANT • • header. JAMBS BARRIER = _= The application of the weather resistant EXTERIOR • barrier will vary based on when it is installed. If it FACADE is installed after the window, it should be tucked WINDOW FASTENER under the sill flashing and overlap the jambs and SILL head flashing. • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE AMEBIC" The window depicted in this drawing is intended for use on typical construction. It is AMEBIC"ARCthe H17ECTU0.AL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFAIliASSOCIA one may be specified by the project architect. Wind and design pressures vary within each state and MEMBER A;&A mph wind manufactured ti NuAir Inc.meet a minimum •f 11 � R3• •T county. All products man y p ( ) Tampa, FL•(800) 282 6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. c HEADER PLYWOOD SERIES Fi�ASHi SHEATHING A02/3 ATW WEATHER WINDOW RESISTANT FASTENER BARRIER EXTERIOR FACADE I WORD • ..• ,.. FRAME HEADER ^• RIGID FLASHING (OPT., BY OTHERS) DRYWALL INTERIOR WEATHER ESIS•TANT 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 WINDOW FASTENER SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FIN, AWNING WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Window installation: Installation fasteners for windows should be a minimum 1i", 4d nail or 6 x li" drywall screw, with an embedment of at least li". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. if it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. The window depicted in this drawing is intended for use on typical construction. It is the ARCHITEAME:RICAN if it is applicable. Additional flashing,va or barriers etc. 4/ f others to determine responsibilityo 0 MANUFACn1RAL PPP MANUFACNRASSOCFS - ct. Wind and desi pressures vary within each state and ® MEMBER AnON may be specified by the project archlte design p s ry R MaMeaR r NuAir Inc. meet a minimum of 110 mph R30 DP wind manufactured b county. All products y p ( ) Tampa, FL9(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER PLYWOODSERIES 900 FLASHING PW & DPW WEATHER WINDOW RESISTANT FASTENER BARRIER I EXTERIOR WOOD FACADE • , `'J FRAME _- HEADER DRYWALL RIGID FLASHING (OPT., BY OTHERS) INTERIOR • FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS • WHEN - Q INSTAWNG TO KEEP PLUMB & LEVEL • DISTANT FLEXIBLE BARRIER FLASHING FINISHED EXTERIOR FLASHING FLEXIBLE WEATHER • • SILL RESISTANT JAMBS EiARRIER WINDOW FASTENER I Al SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FIN, FIXED WINDOWS IN WIN'DZONES OF 150MPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum 1i", 4d nail or 6 x 1i" drywall screw, with an embedment of at least li". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. The window depicted in this drawing is intended for use on typical construction. It is the ARCHIRCTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES MAUCIA7IUN may be specified by the project architect. Wind and design pressures vary within each state and ®MEMBER it In meet 'm f 11 mph DP wind manufactured b NuAir c. ee a minimum o 0 R30 county. All products y p ( ) 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, HORIZ. ROL- OH2/3 HR LER WiNDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) . Ll 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 srlowN) Building Code, a taper, or bevel on the buck is acceptable if the .19 window frame is fully supported by the buckstrip at both the SHIM AS NEEDED interior and exterior. • WINDOW FASTENER If using " thick wood buckstrips: V Installation fasteners should be a minimum" X 24" masonry c ' ' • FILL INTERIOR VOID WiTH MINIMAL EXPANDING FOAM •EXTERIOR an screws, installed through the window d buckstrip,into the g - IF PER CODE masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 11 is maintained in the masonry. JAMBS 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 NO FASTENERS buckstrips should be no less than 4" X 2i". IF NECESSARY, THROUGH USE SHIMS SILL If using 1} " thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X liINSTALLING " WHEN 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 1-1" is maintained in the buckstrip. Window G r1AT, POUREb fasteners should be located a maximum of 4" from each comer and - ° CONCRETE SILLCONCRETE SILL CONCRETE 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 li" X 21". Buckstrips should be installed using minimum 16" X 24" masonry screws, to maintain 14" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the AMERICAN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES ASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state and A41R 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. HEADER SERIES 900 IPW [—INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, FIXED &DPW WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint v • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must INTERIOR • PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, • BUCKSTRIP (MIN. 21" spruce or comparable lumber. In accordance with the Florida AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the v window frame is fully supported by the buckstrip at both the Q' SHIM AS NEEDED interior and exterior. WINDOW • • FASTENER If using 4" thick wood buckstrips: d FILL INTERIOR VOID W(iH Installation fasteners should be a minimum lb' X 21" masonry y + : MINIMAL EXPANDING FOAM : • - IF PER CODE screws, installed through the window and buckstrip, into the e 'EXTERIOR masonry. Window may be shimmed as necessary, provided a minimum screw embedment of la' is maintained in the masonry. JAMBS Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. The actual size of the buckstrips should FASTENERS be no less than d'' X 2s1". THROUGH SILL If using li " thick or greater wood buckstrips (not shown): IF NECESSARY, USE SHIMS Window installation fasteners should be a minimum #10 X li" wHIN • wood screws, installed through the window into the buckstrip. INSTALLING TO KEEP PLUMB & • • . - - - _- - -- Window may be shimmed as necessary, provided a minimum LEVEL • screw embedment of 14" is maintained in the buckstrip. Window ° fasteners should be located a maximum of 4" from each corner and G PRE -CAST ' $AT. POUREb maximum of 18" O.C. The actual size of the buckstrips should be ' ° CONCRETE SILL ° CONCRETE SILL no less than li" X 2s'. Buckstrips should be installed using SILL minimum lb' X 2a' masonry screws, to maintain • SEALANT BEAD la" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the AN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. AMERIMANUFACTURES AN T o IAION �S 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) 282-6627•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 S�iD 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 run the entire length of the rough opening, EXTERIOR • INTERIOR except door sill. All gaps must be sealed. Buckstrips should be INTERIOR PRESSURE pressure treated yellow pine, spruce or comparable lumber. In TREATED accordance with the Florida Building Code, a taper, or bevel BUCKSTRIP • on the buck is acceptable if the door frame is fully supported SHIM by the buckstrip at both the interior and exterior. NEEDED DOOR FASTENER If using 4" thick wood buckstrips: i Installation fasteners should be a minimum 1 ` X 24" masonry screws, installed through the door frame and buckstrip, into the masonry. Door may be shimmed as necessary, provided a II I minimum screw embedment of l4" is maintained in the 1; MINIMUM masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. The width of the RECOM- MENDED buckstrips should be no less than the frame frame of the door, • • AFTER INSTALLATION, SEAL If using Ii " thick or greater wood buckstrips (not shown): JAMBS HORIZONTAL JOINT BETWEEN TRACK Door installation fasteners should be a minimum #10 X I? AND JAMB � wood screws, installed through the window into the buckstrip. EXTERIOR Door may be shimmed as necessary, provided a minimum screw embedment of 1j" is maintained in the buckstrip. Door FILL INTERIOR VOID WITH IF NECESSARY, ° fasteners should be located a maximum of 4" from each comer MINIMAL, EXPANDING FOAM ' USE SHIMS WHEN and maximum of 18" O.C. The width of the buckstrips should - KEEPNPLUMB dcTLOEYEL be no less than the frame frame of the door. Buckstrips should • SEALANT BEAD TRACK be installed using minimum J" X 21" 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 AMERICAN ARCHITEf URAl responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFAMRES A � N may bespecified b the project architect. Wind and design pressures varywithin each state and o Y Y P J � P MEMBER EMBER 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 20O TNSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS & 500 SGD DOORS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) HEADER Sliding Glass Door Installation: Installation fasteners for jambs and header should be a minimum #10 x 1" screw. INTERIOR • INTERIOR Installation fasteners for the track should be a O • DOOR SHIM FASTENER NEEDED minimum li" masonry screw. All fasteners should have an embedment of at least l4". Fasteners should be located at a maximum of 4" from each I corner and 18" O.C. for screws. 1, 1 It is recommended that all screws be I sealed to prevent infiltration of air and water. ------- i i Product may be shimmed up to 4" if necessary. I MINIMUM II 1 1J, JAMBS REeoM- MENDED Weatherproofing: • AFTER INSTALLATION, SEAL Flexible flashingshould be installed in a HORIZONTAL JOINT weatherboard fashion. The top layer should overlay EXTERIOR BETWEEN D JBCK 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 IF� NECESSARY, MINIMAL EXPANDING FOAM ° barrier will vary based on when it is installed. If it ° USE SHIMS WHEN - IF PER CODE INSTAWNG 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 AMERICAN ARCHITHCTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES h r architect. Win and design pressures vary within each state and AssoclAnoN maybespecified b t e o ect arc a d a ®MEMBER Y project � P JN 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. �7 6" 6: 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 Therrla-Tru rough opening dimensions, Use only a maximum of 1/4" thick shirrs, Predrill the jambs and headers using 1/8" drill bit, Predrilling I ncreases 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 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, *)K 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 ODOR 1/4AMEkBEDMENT BUCK THE I MASONRYA HAVE MINIMUM 6" 6 SPAC EVEi 6" 6" SINGLE DOOR v DA( VE SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES rr 6 rr N N rr N N III III II I II I I II I II III III E E r E u rr rr u r 3 n 1. ,6 r DOUBLE DOOR W/ SIDELITES rr 6, ;PACE 'VENL N I C 1 1 L -I I 1 I I I 1 I- E 1 6 N r N N AoCREATED 01-02-02 120 MPH 3 SEC. GUST DOUBLE DOOR SPACE --VENLY 9 t t6 9/1 AT I SEE COLURN 'A' F13R N0. OF ANCHORS AT HEAD DR SILL JUftt AEI: ArrLMD PICA EM10 TEMD UNIT .. .X APES V 0 •Q 521,111"ON _ CLASS WIDTHS TO BE EQUAL ON MOVING ANI �� • •• TYPICAL ANCHORS FLOCA, F Nox TYPO WINDOW DIMS A DSR - ANN GLASS WIDTH HEIGHT UXT. {•f•) INT. (4) 24ff 36" 48" 60" 72" 24" 4 67.0 4 _60.0 60.0 (17.0 6 �50.0 67.0 6 , 60.0 67.0 6 60.0 64.2 24" 36" 48" 60'r 720 3611 4 50.0 67.0 4 50.0 64.9 8 $0.0 64.3 8 48.8 . 48.8 6 42.9 42.9 24,I 361, 4W' 60" 41111 4 50.0. 67.0 4 ' " 60.�- 6017 6 36.6 36.6 6 36.1 36.1 371' 63-118" .7411 26" 4 60, 1 67.0 6 60.0 1 67.0 $ 50.0 50.1 37" 53.1181, 70 38.3181, 4 50.0 58.8 6 50.0 50.1 6 9.6 • 39.6 TV 53.10" 60.5/8" 4 46.0 46.0 B 36.'1 36.1 A? NO.OF ANCHORS PER HEAD & SILL ' SO81gS_ MR ALUM, HORIL. J11DING WINDOW C 2MP-AR ?IV0 AN t Y81t3.CHART BASED ON FT L. 1130 OF 07.21-95 TP.ST SiZE m 7'2" X 48" (OX) D98IGN LOADS = 4-50.0, •43.3 PSF WATER INFILTRATION TEST -7.5 PSF i>UST D GLA88 a 088 ANIIEALE02 =-~'^ • _►p jj�p Cam',• A SEE• iiLL%1./CHART FOR SPACING INTO 2BY WOOD SUCKS OR WOOD STRUCTURE 1" MIN. PENETRATION INTO ,woOD THRU T BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MA I'M i I /4" MIN. EMBED INFO MASONRY ' EARcH VENT CORNER SEALED WITH WHITE COLORED SEALANT' 'wl^.�'pRULE�3• • w1 .X 1/4' DRAIN HOLE) AT 1-3/4' FROM t:ACH END W2 �1" X 3/1V WEEP HOLE) AT 2" FROM EACH END OF VENT aim a p _ • TYPICAL. ANCHORS TYPICAL,ANCW= 1.875 �i•/Q4• --1 c f •r TT ♦ B 7.937 .696 J1.014--:.749 L .706 FRAME: JAMB FRAME HFAD .BIZ 10 NHS: ._.. - 1. THIS PRODUCT 1S DESIGNED AS Pt.R THE SOUTH FLORIDA- BUILDING COOT: 1994 EDITION FOR ► IANII-DADF COUMY OR 2001 FLORIDA BUILDING CODE. AWO FOR WINO LOADS AV PER. ASCC 7 USING CMESPONOING LOAOL 8. WOOD BUCKS BY OTHERL MUST BE ANWOR90 PROPERLY TO TRARSM LOADS TO THE SIRUCITUR& 3' AANNCCHHOR E'Mt EDMCNT o S LISTED, ATPEiRIAL SMALSHOW E OND WAALLL' DRESS11HC OR STUCCO,. •. - Ise IP 7.1 WOOD SUCH It 10• NOT BY LAWSON 100, MUST SUSTAIN IMPOSED ' ' 1%"MIN WOOD E1488D LOADS S MIRO CORNERS WW ANNEALED GLASS 1-41101 THAN FIN FRAME ' CLEAR ADHESIVE AN 2X W00D BUCK ezaalNG CDHPa1a140 HEAVY DUTY RAIL �'• 1/t" MAY.3ttti".Akk. 1/4 GLASS N to S.M.S. tttr" MIN. woOD EMBED TEST UNIT .2R9" 1 " la B 2 SEE SCHEDIlLB BELOW PERFORMANOE SUMMARY VCR ANCHOR SPACING • i7YP.1 1687" x><Ip.T:I RBe:E'Rf:NCE: PTL-189112.1t-97 ' tl •-•.N.r� WOOD BUCK '•" us" x 75-1/2" TEST SIZQr,, S44 13 4 TEST LOADS$ .94.5. -94.5 PSF A d 1.575MO.19 CESSION LQAOS+ •63.0 -63.0 PSI' Pip CLEAR ADMSSIVE WATER INFILTRATION TBSs . 95 TESTED QLASSt jjj6!!_ANX[AL[Q BEOOaVG COMPOUND MAX. JAMB SI;MEW SPACING, 15-3/4" X 10N314" OLAS 1 •. t" ' b3EP7arr 5 G AxINO . I 140" 375" GLA LNG iN iai , 16 al axH tB1 J:1 NON -IMPACT RESISTANT . W -'--� PLAN VlE,W ti btl9 " E N TIE. �' 10 O»4e16~ tTYAi J 21 Is HEAVY DUTY 3 11 T4EETING RAIL ' III • 1• I 18 28 i1 2.299 I8 5 At6T 3 1t4" MAX. 8 t0 S.M.S. 11UP MIN WOOD o"B$O MERSTRlFPING SHai 147" dl S••1/2" FROM CORNERS S IP MIDPOINT TBS PART i QUANTITY DESCRIPTEON MATED" itJtNF./sBPP!!8R/tlEtdAAfls , 1 L 7SJ I fRAxE WAD BoW75 a L-761 i F'RAHC SILL 64b3-T6 ,. 3 L 760 8 FRANC JAMB 6063-76 - II 10 fi.li.Sl , LWOOD 4 L-754 i FIRED RAIL VENT IIEG:TING RAIL. 603- 6063-T6 w 1:4"MIN. WOOD LIMBED r IPIT.1 ip s-ttr' FROM CORNERS WOOD RUCK3 " >t tP.T.I 5 L-?72 i e! VERT . TOP AND 11DT TDN RAIL. 6063-TS A O0 MIOADRIT HEA©ER SILL SECTIQL4 WOOD BUCK 6 L 737 7 L-786 t JAMB STILL: 063-16 Al ROL EfR ALT. SlL.3Ti0NRUN $ L-767 As Rap GLAZING asAD FRAMEIVEHT AS LY SCRLV5 w M 0 x 3/4' P.k. I'iIEGLiPS , 9 Fs-ollc AS Rion, SILL SCREWS Y B 3I 8':P•lil pHiLLtPS .. ! THIS -WINDOW SYSTEM IS 04810RED AND TESTED TO COHFLY WITH 11IC 14 8 FIIG RAiL t/4+ aULB REQUIREMENTS OF THE .199�4 CAPE COUNTY L+ZVM14 OF. THE SOUTH 11 L-770 AS RCODI VSNT JAND RAIL VISTRiPPIRG VINYL .DIA, Ito`• X .214, C7860.6041.9>' FLORIDA BUN,DIND CQOB IS:P,B,C.1 CHAPTER 4, CHAPTER 23. CHAPTER 35. UNDER fHE.:SPECIFIC "CONDITIONS SHOWN ON TtIIS DRAWING. 3/10-ANNBALW 1kUW -HD RAiL WIIODOW OOMPARATIVI? . AffALY8101 CHART °a'sNe ONSIGN LOAD DI6 Ili '4?APAOi'iY+P4IR wa1=1! "ON"ONT POSITIVE WXATwa rim rZIR, tt•7/6 6"810,0 N..I.«NNI 26d12 26 " a1a .. I 3i:.4 . . 27bs •' 62.2 214i sa.iia ' a3.3 qe.3 tt-us 6711 00.1 ♦ . 26•�2 a4•k!./e .... 61,3 ..,.«,Y 21l.0 37 i1 433 • OVA • . • 62.14 1 a).3 ta0a ,f•1/a� ,.1°��.«.. ««rsa 26.1/2 >10 1/d 612 I0LO «II27N1 pl '' 6l.3"� '•llaa• ... Si•vd aid .NN1.3 . ••'US 11.11E 61.3 I. MNN.IIN. 203A • .• 1 26-1I2 16 63.3 q6 4 •' 31 E61. • t. N.:61.3 . • •NN, InA . L, 63-Ha SIN . Ta.! 0.1/d a1,7 249.7 111 .NM 2e»ux as NN«. a1.3 ta4a • i71 N N• IN W N NIY N,N 1l0.3 53418 433 9Lt 19•t/0 e2.1 IaR: ITN• «Y 76»t/x 7 a • ••N "� ,N..«NI.N 11A7 t I •• 9x.9 6-1/3" MAIL, ��....31�" TYA I _ iT'YP,I r 8 <C' F1 q 13 . x' .s s" c Q 4. W ELEVATION 4 •t/2" FIN FRAME trYP 1. SINGLE HUNG WINDOW � 61412" HAM. 2 PV1ND03 . AS REOA, FIN SEAL MCAT d0i' x .g5pe S703A-604t�71 7. I x WOOD DUCKS SNALL 81 INSTALLED INOTYBY LAWS64IND.I AND ANCNORM tam tNPAtsYIITI N& 010WATCS NON, OF 13 PVS-049 AS REOII. FIN SEAL VEATMRRSTRiPPJNG - SO THAT.71i6 BUILDING RESISTS THE SUPIRIMPOSM LOADS W ACCORDANCE C ANCH0115 P14 JAMB t4 pVS-004 AS READ. FIN SEAL kEATMERSTRIPPING Its?" X ,3t0' t79C9-6041"9? WITH RItQU1REMANTS OF 199E S.P.O. 3 ANCHOR 09$CRiDRO IN T�g LAYOUT ARE AS PER TEST` UNIT, OTHER ' - COHDiV ONS T'0 BE ENGIMBBR90 SEPARATELY. W ANCHOR CONDITIONS NOT DESCRIBED iN THM DRAWING ARE 108E ENGINEERED •16 6/ %/gw W VENT FACE GUIDE Is1.ASiIC AT 8-t!C' 1 ENDS A NIDSPAN ON A SITE SPECIFIC OASIS.. ... »" �N,• .� 17 L 78i: VERY ROLLER NOUSING PLASTIC AT EACH 0131, TNERMA-TRU INSTALLATIDN 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 shins. Predrill the jambs and headers using 1/8' drill bit. Predrilling Increases structural performance, Use only 2-1/2' wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rou h opening buck. Consult the architect or engineer of record concerning Yastening the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x PIT. BUCK STRIP CONTI AT OPENING SIDES AND HEADER. Wx 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 OFFOIR FRAME' FIBEDMENT $INTO THE IMASONRYA HAVE MINIMUM • r I Ir A apr r ]r 6' 6' !11 I I i- r lj�l EVENLY EVEN Y 10 . f9 L 769 L-164 E 8 VENT ROLCERIVREEL $ItAS.4 .. • 6 N� I ' -1 6 r $0 L y6B 1 SILL TRACK INSERT 6463•jI6 60046 AT at FROM ENDS III L 741 PI VENT VENT LATCH . B@ L-7S23 E: VENT LATCH SPRING 6r 6�. 1 x tP.T,I WOOD BUCK APPROY$DAS IDWLyin WINDGW WIDTH SINGLE DOOR N is S,M.L NOT SY LAWSON IRP 43QUT FLOIfIOAvIRLM"C 11S" M>N,'WOOD amean MUST SUSTAIN I axel� • • AS SHOWN ON ELEVATION LOADS f TYPICAL ANCHORS a , q • iSE>< SCkEDULE eBLOW FOR !/O"»Akk D a« 1 NUMBER ap A ICI&MSt + -•-•-+ A 4" MAX tTYP.1 GLASS C Co._ OLOEL►16I iTYP.1 a E G GIST Ufa" itIN WOOD EH880 CLEAR ADHESIVE 1!4"lIHIM • BtllEBlilpp8C0�lpLfAN ti vCUx WMIN T A• 1 .(R 4" FROM CORNERS CODING COMPOUAI Mp q v L ire tO p IRE & E �8N 1.1 • ...... a 2 u1+ SHIM !4. ir'p�''' II.L, nPG. 5 f •, w0 a siltic 'GIs" t 3 2h 1311SCHEDULEA" fi • 6 1 • �: ' • • U SIj X• ; aR AoCHOASIttMBLR r w ' % n 1 14 s.a ti �"+a�s-. • N.d• $ r Y��wM�-,�w�,•-• i ' : •. ° CLEAR ADHISIVIt • B S" s , -� . d• •' 3 /!6"-ANk. BEGGING COMPOUND; x iP TJ 13 q ! r '•`�� B t .•'4• , ,/ OLASB.----- WOOD BUCK .3TS" GLAZUiO { {a) t /��en 4 :� •.� 375" GLAZING !r + DEPTH (BITE:} ��•' ° %�s /I�j 'A ' EXTERIOR ..•t «�.•� .• PI.A� N� VIEW 8/18" ANNRALBII flIABB . F A S FyRyAME V1N v LOIDTH ,, t al: " 31 0 TAPCON HeA 1 IYAAIS`i.UaK • . $ « a . 4 FROM CORNERS 1f� XO L.11YOtl't' .�.-,,. L43 • �' � i'$$ U tix OPPOSITE ..• .. 1 • . q • • d• O f /'•� RL'PI;iRt:NCtit i'TL-1$9D 12-8•97 4" • ... f g i j1 s ' ' 1 x iP.T:} TEST SIxEt 5Jwtl8" X Tb..t/4" El.I:11AiI0N " iTYP.I �.! 1 1 tiE'AVYDLITY • q ' a . -WOO-BUCK TEST LOAD9i .94,5. «94,9 PSP FLSLEV FRAME (T> MAX. I •• MEBTIMQ RAIL « OSSIGN LOAOSI .63,0, -6'J.0 FSP 7/ S111M WATER 04PILTRAMN' TEST$ 915 P5F SINGLE HUNG WINDOW ! ' TESTED GLASSi • - - ; •a II •T49�w " � MA:t. )AON SCREW SPA Ci311:... & I7-3!4'• 1 • •111 i • r � � s3 1 t t � e �%� 8 • 1 `` i r BCLdnMrAD Swe ' �-� . ?,299`• HEIGHT '�•�'� O 1r NN '� •. 4 a• �"'J > iir� ' •. , • 17 S 114/0" MiN. a tt4-MAX. •• SHIM . gaff ST. N 10 SH.S. _ IK" titN. WOOD omega Ob All FROM CORNER$ • 3/16"0 TAPCONS -. •-,_,-,,_ P a" PROM CORNERS I x iP.T.I .�. WOeuc • HEADELI SILL SEI TION ROLL FORMED ALUM' $LEAD L THIS WINDOW SYSUA 12 OgSiGNED AND TESTED TO COMPLY WITH Tilt QR'�'. H DER & S[i:E. SECTION E t3tAZ4i0 � ~ PAGU!REMENTS OF THE 1994 DADE COUNTY;EOITION OF. THE SOUTH- ..- FLORIDA BUp,DiNG COOK IS.F.BAI CHAPTER 4.'CHAPTER 23: CHAPTER 3S, 'SHOWN 039 ANN, CLASS UNDER TOR SPECIFIC CONDITIONS ON THIS ORAWINCL ADHESIVE BEDDING COWOUND g .. ` 2. 111 OR 2 N WOOD 8UCICS`SHALL GICINST'ALLID IROT BY.LAWSOtI iND.) AND ANCHORED SO THAT .THE 13UILOiNO RESiSTS: 148 SUPROMPOSED LOADS W ACCORDANCEE WITH REQUIREMENTS OF 1094.S.R.B.C. 3. ANCHOR DISCR19ED IN THIS LAYOUT ARE AS PER TEST uNiT.OTHER � A w« b♦[M,..bNMbw' «bw'. w • Y«. u _ a.04 rcm w, N.... ,w.N I • 4. ANCNIRCHI ��s♦n Itxe Alt_ CER � �y � ON A FRAME SILL .gas rzLAZIb1Q � aiL ''�' I a5S .993 l 63B •- -• I • -• I.438- { T,538 1 --•I�1 I ` •7S AGO 1061: .454 �_«..I ! TTP.L610 .9E3 .�7 ' .Ei56 FRIM 686 .BOTTOM CORNER ; SILL 'CRACK �� 17j5 i_«_.-..W � .81E � i L A68 � 1.044 � N• 1.400� F-• I.G4lt . FIXED MTG. RAiL MEETING RAIL JAMB 5TILIE. . a11B•ANNI:ALEO MASS-HO RAIL WINDOW OOMPARNEve ANALWSIS CHART n1M1QN LOAD C1APA1cl'IY-PSP aroNs t NroGDSDR81Y8 NbCDAUWTIW!lON8019WOODBUCIO TAP0000IIeVYBUCK1 W�1N 11GO111 OTY, ee re51t1VE NNATNC OTY. a POSitNia HEOATIVC aTY•y s POStT1VE MATWE low sent �IL wits ai? 229.7 SITS ff14J. 62.3 240A IOA/t 63.2 13! 3 � 6717 « ' t►L.2 • a33 TI117 . • „ )� 26 i2i .NMN,N• N • 61.1 IN 1..• ♦ " 11i.1 111 ' 67J «?R,b• Ig1 NNf N,NIN.. a7.1 N NNM«. IfR•4 6)•1/6 Ilia. ' Iva 56A a2.0 air) $4.6 19dn $2.11 xN.1 63.3 /63.0 43.3 altz -1.1.,•NN , I6.1/I ♦ • . 61.2 ..• NN «. N t79.0 , 431 •62� • . 117i�7 ' • t71 INN 43.11 ,•,...•- .. . •. IN—~ IM? • 31 Lean IS) «N..«... 630 ... 198.0 • 69,9 ...6313 RLJ 633 110A 53•ue 02.2 sit? eta 61.! dZx 1t+t1e All$ 1164 63.3 ttta 63.2 .1130 xa-ux bid s ' a e 1 k3.� •. ••••-•-•••• • Rs: ' t7) 40 t:a 0 'es 37 se.2n Isl 11i a 47,a' . • Sax . ais • • N axa I...N .1 N r. I«.t11 • ♦ IN N 62.1/0 .HN.w • Y• 433 . NI. 00A ~ ON63,9 62.3 ".us a1.1 Sacs a1.3 Poo a2a I. t:a6 . , • I N1.1 :a•tn ♦ .N..ap,•/ ar s ♦ ,,, ,. • ut,9 • .. • la! • N/.NN• 43.1 ... . «.I..N.NN. • 96.6 t81 sad ,INb«NN. UVA «. . •' . «. .. 31 sa E61 .,. .. N.• ALL N, .,« 193.9 6313� 49.3 67.2 92.4 • SI.t%0 .� 63.1 'r3.0 »« 82.E 'N•i0'.9•"' $7.3 64 it t/e. 03.2 40A d3 "•81J ••• l30.0 _ as's qd it 'so t/I a7.1 ♦• •N« 1>I I.L • • NIN..NN 171 •10%3 1. 121 67.5 " 129A . NNN 37 61 171 • 03.1 1117 ' ♦ 6).1 • NSt 7114 a..'.! 9? i 97-t/e ' 6l.2 6a.7 5'• 50,1 &A2 6%.1. 1t.1/a 4" i60A •4L3 Ila•t/; ' 7a-114 4711 6�,3 110.1 11 61,i 09�! it! 02.3 t94S 7eii• 37 A; deb" 632 a:A a32 • K!»1/0 , S9.6 StA tR.i ib b 1030 #i K 371 CT. MIAMIs fLOA 147 MiTifRSww LIkiAisni or "MO" it ,ftoi 0 r SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES ' 6' N r r r r :SI�E.iG � r r r , -rim DOUBLE DOOR W/ SIDELITES A CREATED 11/11/02 120 MPH 3 SEC. GUST 6 PACE VENL r L C I - Y r r DOUBLE DOOR 6' SPACE EVENLY r DANSCO ENGINEERING., PA. PA. WX 34W - ,Ai°+0 LO WEACH - FLOPWA - 33812 PNOhN - (813) 64D 0166 PAX - (81.3) 648 9698 go 10 OaHARE JOINT PROPERTY ENGINEERING. T2THE CIOT THISS PROJECT. ANY RPR�CIOUAU{HOIUISPRO ED.-00 LENNAR HOMES DATE 11/02 TAMPA D1Y181t7N DOOR 4 WINDOW iNSTALLATIONS EM JOB NO. F" - %MOT Sty-L �s•f SI pIE5.7500 FLANGE F AME SERIES-75O0 FIN FRAME 1tF'ROQIICT SPECIFIC CONDIT{ONS" at GLE HUNG WINDOW TEST aonW &tNGLE H�JNI�,WINDOW7E5 WINOow UNET P.EijLt3RNCE SUMMARY �"--"�+r+al� UNIT�t�,�, A�L'�' 6Uh1MAR 1 DESCRIPTION 0_F!' Dot ❑UC7: �"'D)x j A Lt UMT TYPE A ( DISEDONFT1-(600 iLST 512t • 53 NP • It 114-- FLANGE 0 OVER N OASFROJi FTl,1a91 LI I FLANGE FRAME ALUHINUM 5111GLE HVIIG WNJOOW TCST LOA05. •tt,t.-tt.S Pff t11 DR 1+ WD.eOtXl r 710 Si1L • St 1!i' +7S t/Y-FIN110V[A U Lt2 FOlfOAttCALUriINUH5lHGtCI(UNGNINODW DIftONtDapi•.t7A,-fLMPsr /O 7t9t2NLCST L S•.fts,.4tAPS►l1.Wa.DOCK} D WATER WtR.tAA11011 TES, - 0.1 vat i/ DCAD tS1tiH IOADi • -4 tA..f7.D Ptf t7 I•!0R❑ 0[t}Qj1ATIDr7, /% WATER OttRIa ATIOH 1CGt•4.3 PfF a CRlt Sf SH•7500 HLANLC OR fNfJRAHq , TtSIE06LAS1 r,�,ify.AxN[#lCO B /l • TESTED CLASS s v1I•-+HuCA� 1} HAX. JAMB etR1W SPACRM . IS•314" L 1)•7/L HAX. JAMB SCREW S.PACINO . 15.3/t• L tt-7/t- 1.) UA LI RZER} tLARCEST TESTCO UNIM OT•aB_ - (RtR QnAVAltO M 1, 2 tS! 71 4RTJL OMV1W01• DT-/Dl. n OF 7! t.1 ! ti AftOG $3 I/a- wid. a 7t t/t-NOD . t 7Ie drtP (� S! #Ti T3i till St310•wIda r7S1/2-NOtr•t7/B'dlto a ��js TESEODNFTL•tee2 ��// 11SE00NFTL•1av1 tttT 7fIL•S)Ili- r 7t Sit- -ftANGC MDYtn 1) 7t3T S,2t•7t V4'"•At' +?IN HDYERD LL CONFIGVRATIOH, Dix ICSTLOADS••073.•4T,5PSfillOR2-VO,OUCA" ?tSTLOADS •.t7.4,-tbAPSFI2aN0.0uEK1 IA Hl2 tSOf Ot VINIS(lARDCST 7E5ICa WR1Sl /� OX6M"LDAol..4IA.•tS.OPSF 4. 1UP MStONlt1A0S••tJ.1.-4LI PSPP L• 1U� Its'CD OLAS6. �J't'•A IiO ItSTL0CLASS -AMAMM LFO t.S.1 FLAIM, 50 7/8• wade r 36 3/L' NO HAX. JAHO SCREW SPACW3. 1S-7/t• L t7.314- - MAX, JAMS %C" ;PACHG • 13• L u•1J6• 13.3 ftfh So)ta"v1AtIt26)/L•r-qh (ACF.ORAwwa-g7.101,40f7) tiip',DMYANOIre1•IIIi,7Of7I 2 MATERIAL DASEDp11FTL-1003 LI rRAHtAMvrNTHATEAIALIALUFOWALLOY 6061•TSL161tttf0etlfetaNuilantTP++. TEST 5KE.03t16ELEVATION•ri)'-fLANOCtiOYCR6 LT RL 7 Of ELEVATION 1C6T LOADS • •67.0..6L Pfr Itr OR 2s WO.OUO'it pp A H.ILW1l00W DESIGN tDA0S•+•tL31 •tt)PSF RkFTW E ?.LI GLAZING HATEAIALI 3116' ArUItALED GLASS ILAO, Ila. 1890, 1111%L 11121 f1AIfCEFM 5.H,t91'i0DY1 TfSlf0au53.liL1Y Edttp O5o ANIHALCD CLASS SLAG, No. 1443, 094, L 10951 Max, JiMD SCREW SP•:6AC(N OFT S' L Is' 7.7.2 OLA7N6 MCTH00r r%TEnKIA GLAILO USMIO A CLEAR COLORED ADHESIVE 0 OD 'SrytCONC• DCODOtG LOHP OUND LO.C.10011 .tll0 AtUtfiNUM ROLLED Ot A2tNG DEAD. TCST Silt - 31' r 14 Vt• - it"of 11 OVER 11 2 2.1 OAYLIBHT oprfluio SIM It AnGCST TESTCO LRHTSI TEST LOADS S •it.0, •TT.O P3 f 1tOR 2• WD, IIUCK.1 O ttCH LOADS ..y6t. ). •SLI PSr ►fxCD L,D1(A 4a 714' "Ida x 33 7/4" ni4h (FLANGE OR fM FRAME) 1ECILD CLASS .,D30¢GVL'JtELL0 OPCRADIC VCNTr Le 716_ wide m 33 1/4 h(qh IFLANaC OR FIR ►nAMCI HAX. JAH63C0•W SPAT016. 17.3/4- 611-)ft• I,) ,Fg4"t to4%TROCTHNj ALL ALUHOiUH SECTIONS Moil- I7P• VIIiI. BUTT )DHIT, FRAME CGAit[nS p+ih DM11W0 Mgt-a61,eDf T1 1JDI1St L AO.C-11111SLRKS ORAWP135 CHILLI WITH LAWSON atD. ARC SCCURCO WITH TWO ae r 3/L" SHEET METAL SCREWS. Aka XNt2tYKHL A5500717. dic, 1, AIMM ANnva DLM-f. LlafL S, ALL TL1CR1t0 WAS PCRfDRitO AT FCHESTnATION TCSTIHO L)•1 ►LANGC hCA01 SOLID 6o67•Ts 0,719`Ott,fact,a0.641• tAl.(Ste . 1615• dtfP IOWO, tiL•76011 LAOaRATDAY IFILIHIAICA M, ft. FINNLAO, SOLID 6063-TS 0,749• eel. IItt,110.667- Inl. fate r L4T5" deep IDWO. HL-)SN1 L7.2 ftAlot JAMOS, tetto 6063•T5 1400-act. fife, r I.t35`inl. fact a LS15" deep IOWG. xL-750L1 PH JAHOS, SOLID 60L3-Tt Liall est. Fitt,+ t 51S"tni. fate r ld75' deep lOWO, dI-731H O FMAIMI, 21.3 TLAtIGC Mt, SOIM 6063-T6 0.64"cut, face, A 7.211•161, Fat• IS /a7S' deep tow0. 41t•75071 'f0t SR4 SOLD COGS-TS 0.167^ est. face. t L799- fnt, late a 1eIS- dttp tOWO. NL-7S701 1}LAN a fAl:7 ,r' n[D0. OLSt'RiPT " ntlAMIKS IJA M19TWO RAIL STOAMLOW 0061.(6 t09L» o•I. late, ■ LS9L- hl, Nee a 0,10a- dtip iOWO, 01,010)) 2JA H[C1WG RAR HOa HOLLOW 406]•Ti Tow e+l, Air. Ii LS9e-Tnl- f ate a 9,700' dteP IDWO, dl•750et 1 L•1501 t /cANGElAAH[ HrtO 2.4 VENT STRUE TtM ALL ALUMNUM SECTIONS 10.667" I M watt), OUT? JodtT. TOP AND eOTTOH 7 L-1IO2 I rtAUOt FRANC Silt Vrfi? CORNERS ARE SECUPCD will] TWO tie ma)1t" SHEET METAL SCREWS, y L.7SOL 2 )L At tJ FA AHC tHB ,Etl,.,sfan7.ne, AEI.," All,,.+ IYn.nalnAt• t L.?SH 1 t'MrRAKtHCAO 2.4.1 tOP RAIL STW HOLLOW 6C63.15 1.000" elf. fact, r 1_05" Int. Utt t 0,116, deep tDWD. KL-15051 s t•1St0 t feN TAAtt[ Slit TOP RAIL liw HOLLOW 6063.16 1,000" 1-1. fate",. I;436• Mt. 144, r 0.740" deep IOWG. IM•-75091 4 L-712t 1 FOI /RANI 1AttII Lt.I DOTIDM RAKr HOLLOW 606)-16 L000- e51. fate. t t.504" tit. Fact A wir dump IOWO. nL-15061 2.4.1 )AHD RAIL, SOLID 6061-I6 0.317• eat, fate, A LOOS" Int. (ate A 0.715" Otte IDWG. aL.75OT) 7 t•1f01 t TVLV tOR tX.R SS0. +, Kl R1pP1NRr 5 l-7Sd3 1 , 2.3 t)t�T ELTI. J.9ElSlR^' 1 t-1S00 t / AMC ►UIfORAIL •F1.0• Jtulrtu., ntaf.latl0 + Ai VENT 00110MRA1L ENi1oPRIISI 2,5.1 Smile new 0.180•w14@X.176•t4thVOIYLDEAD 10 LAM Y«ti0 7.5,2 Sitgto Row 0,ID7• wide ..35M•tdghpet wlytie(TCGRAL PLASTIC flit AT FRANC SILL M t•1506 1 Y[f{f 80fT1lHRAt 7,Sa Singlt now 0.167• vide m ,2t0• Mgt, pKE WIiHMIEORAL PLASTIC Fit# AT EACI( VENT JAMB RAIL 12 L•13D7 t . VENT IAKORA6 2,5.L SIAOtc now 0.1er wld. t 310" NOR Pat WITH NfCORAL PLASTIC fill AI FIXED HCCTtNG RAM 1) L.751S AS AEO'D fAlt22lD eUD! 1!1') ROLLFORHts ALtUOIAet 7.b11Ad WAA , lee#ltn" tl L•llla ASAto'D, DLA21HDaU0L3/N") ROILFORM[DAL Q� bn. t•1e++�^+ 1AT CAC}(fRAHC JAMB 15 1S•ODi" Aa A10'0 (JIAHI AtIcKeLY SERENE ■OuI/4-P1LFttntivf 2.a1 TWO SFRIH04PULLCYDALAHCC•JWC•mP. a10Xi•PtMLIPS ^3A.7 TWO SpPOfG LOAOCO ALLIMItIUMNDOK LOCK ' , Z AT EA, fill) OP DOTTOH RAIL ti Ff•Ott ASKCDTI. WSTAUA[roNStA[HS OHC SPAfHO LOADED ALUMNUN HOOK LOCIf t AT tCtJTER of BOTTOM GAR. 11 FS•014 AS RED'0. Rtt1ALlAIIOH SIRENS x10 a 1 VL•PitltlrS 7 PER VENT JAMB nAll 1i t-7S71 AS RfO'0. BOTTOM PAR VOi1'C WlS7 t/L-01A. auto 2.6.3 FDUR PLASTIC VENT U,TE RrOR FACE GUfOE - NLM PlDNII1 I AT CAEN FnAME IAMB t.6.t SWO } Slttl TAHC-OUT DALANCC[LI0 • IW Camp, It PW5.003 A%1HIrD. W3CALWtAItDR_STAV .tIT'A]tb'1/57D•10H•fl 1 Al CAC" END OF VtHT TOP RAIL PNs•60S ASFSO'D. rvi SEAL Nrvttm-slity .117•..359'It61t-000F1}, T.6.5 lw6 'OAtAHC[ CUIOC 6 CAM • HtM P1111NS 21 34.0 Two pVC'U• SMAPt VLNr Slop - -w oORG' Vln)I Ca. 1 AT TOP Of CACH FRAME JAMD !1 PNS•OL7 Af R(A'O. Jt7 St At WCAT74A•STR1P .11Tc)14• It1)0•i111.11 1.7 W +a e - T7 t•7iit ASRLO.O Cictt}RORFALSE tMTSN py}uJ, r nr t .yeti CAC1 !El r LTA TWO Y WCCP NOTCH 01 Otlt AT CACH IUD OF SRl SCRItN RETAINER AT t3 47Sp AS A(0.O ptilfUOA (ALSO HUlti 2.1,7 TWO 11 wctP 1311" 0i[ 1"7CAMCDIATC SILL fLANCC,1117-C1. FnOH CA C10 it t-T12L AS RCWM SASH FACC Mai Ha Vl/R 1#"D RARI Is L•111 t SASH TV CUOC/CAN 1.o HVHiP(St HONC USCG AT TEST" "}ONLY FALSE. DCCOnATSVE tWt+/Ulf ARC ALLOWED) I SASNSIOP .t fretitR lvml.+,�,1,0 A11C1! �= )l I. -Isla IA -I CXTIAICR HUNT1Nt HOLLOW 6063•rs 0tie- widaa4125-), q4 e,OLS• Irp• w11 Iowa, e1-15111 I7 t•Tf27 t D1OtKttACKLt 0AtA1![t 312 IHTCR DR MUH71th SOLID 4063•TS 1,125• htph a .032- IrP. wall IDWO "I.-ISM7a t•7S1I AS IUO'0 VEIH LAWI 7,9 R[INrDRCCn[1tTf 1roNL 1s L•IS7] As RIe•D. WW LAILH SPFIVID 2.1D PADS, NOhi )0 gltPl-1 Gt All CMART tit ?./2 SC4lAUT5,-' FRAME CORNCRS,ftIAMt Mt ltlSFALLAVON SCREWS AND FIXED MCLTNIO )t St7Cr1-1 5CRLtHW1RS R01.1L AT ENDS WERE SCAtto With COLORCO SEALANT 'PUAV}S SVPCn SEAL- yI L-TILT 1 PRODWI LAOrt 2,1! AD01119HAL DtlCd PT10N• LAW SOLI-IttOUSTRUS tatl1TIFICATtOfl L ADEL vi fnAMC"CAD. _ WiNDOW - �- 1. IPAJ WOOD OUCH WIDTH I+DT DY LAWSON IND. N,T,E. _ R 10 S.H.S. MUST SUSTAIN IMPOSED ' IYa' M O 14 CH SHOED LOADS - AS SHOWN DN ELEVATION A 4- MAX: ITYP.) a (SEC SCHEDULE BELOW FOn 1/8'-ANN, . (TYPA L. MI NUMB (Ft ANCHORSI ❑LASS } It 10 SJi S. • " " GE GIST I)"- MIN, woOD LMOCD CLCAR'AOHCSivE 1/L" SHIM I O TYP. 1 (A L" FROM tORilER9 BEODIIIG COMr OUN HA • r TAPCOtI (at &'UDg01Nf [[MOE. ° ca o ^i0 jPjO+• • A D n TY 3/l6" a� ' 2. IP,7,1 WOOD OUCH 7.175" 1? 3 7 • FOR N HQ[R FBANCOH R5) ilk' HAX. _ [ SLUM �j D /!o .T19- � A t.a7S ID - A EYBED.' 9 3 w II • O DY _ z Og CLEAR ACHESWE 2 it IP T,1 EA ° c (IOtH a 000Hp OUilb WOOD DUCK d a mm 3/16`-AtlM.: 1.6a8- ]75" GLAZING GLASS pCPTHt011E1 ' i/ �I= 31S- GLAZING WIN W WIO ' !Gi• lPTH IO TEI is ^ X PLAN 3 ill"ANNEALEDGLABS ) F�NGE FRAME fl , d 3na' a TAPCON ix OR 2x WOOD BUCK C . ° FACH ContlEAs STANDARD HAIL n "z LDS`• LL3G- w , , ° P RF4 MANSE 5UMMA Y W 3 ° ' • + WOOD DUCK REFERENCE, FTL-1092 12-8-97 t- lTYP.1 TEST SIZES 53-1/8" X 7L-1/4" ELAVA7IDN 3 t • 1/t. Tes7 LBAas, - HAX-6?,5, -67,$ PSF 6. MAX. s °o B 1 2t t STANDARD StRti DESIGN LOADSt -45.0, -45,0 PSF FLANGE FRAME ITYP.) 9 j l MEETINO RAIL TESTED DLASSi i fI ALE !/tit6"-Ai HA h_ _ [_Q-Air M Q SINGLE HUNG WINCIOW 1 .749- MAX. JAMB SCREW SPACING, 15-3/4" NOAJ•IMPACT RESISTANT ADHEsivE GCOHPOUND i ( vmmR.ORItlAuujlm1 2.001)E ` 'I /� j L299" PAT a iC>QUPACTC:O�106LDIVfSIG+i 10 28 M c cD PUAMECgt"»E pUtLO'J+G ODE SB a • �• Z t••• t/L" MAX. (O 6-FROM COnNCRS ..L SHIM , 1.714` HMI. CHOrb. lDDE GIST, I ItIP.T,S a , TTP. WOOD DUC14 )/tb" o TAPCOtis . • EMC TUN. (D 6" FROM CORtlEnS f: . _ . . ' Eft CO. _HEADER & SILL -SECTION. _ 1/70- 1 ill NDTcSt - four Dl47, }, THIS WINDOW SYSTEM t5 DESIGNED AMO T[STEO TO tOHPLY WITH THC tp7 _• -. REOWREHCNTS OF THE 1994 DADC COUNTY EDITION OF THC SOUTH F(QIIIOA BUILDING CODE I5,F.B.W CHAPTER 4. CHAPTER 23. CHAPTER 35, ALT.. HI FADER & SiLL SECT O ON THIS DRAWING. - - Z. Is"OR 2 at WOOD DUCKS SIIALL BE INSTALLED InOT By ANCIIORED SO THAT THE OUTLO Na RESISTS THC 5UPERiMPO}OSEDLOADS IN A000RDAtreE WITH nEQUIREMENTS OF 199E SY,O.C. ), ANCHOR OESCnIOCO lit THIS LAYOUT ARC AS PEn TEST UHT, OTHER (ONOtT10NS TO BE ENGINEERED SEPARATELY. Na,Ni•ARflttxtStspO%Ai1s ND ar t, ANCHOR CONDITIONS NOT D£SCRtaEO N THIS DRANIN6-ARE TD DC CNGM+tCAEO AHCHons PER )AM6 014 A SITE SPECIFIC BASIS, • . NON -IMPACT RESISTANT . ! A 1 6-112" MAx. 4" I (TYP11 ITYPJ mM Q� w u x aw / / D ;O f py cl Ly r a �r Z F- 1 o^ /l� a VIX Yw C a I°- 27 w ELEVATION ITYP i FIN FRAME SINGLE HUNG WINDOW. - 6_7/2»MAx . ITYP.1 t x IP.T.) WOOD BUCXI + 19o LKSWOOD IHOEO NOT BY LAWSON tNO;, , MUST SUSTAIND1POSttj M.T.E. AS SHOWN ON ELEVATION LpgpS lI I • iSEC SCHEDULE PELOW FOR iI8"-ANN. } I a]IL- FA NUHDER OF ANC ORS) ' A 4" HAXYPIS/.' " t0 S".S. DLASS I1 I IITYPA Ili- Ma+. WOOD EMBED CLEAR ADHESIVE� FROM CORNERS EQONQ COMPOUN MAX 211 (P T•1 t0 +• 4 WOODaUCH 1 J 3/t 0TAPCON' It?." � X. .OFLAMfH R UMBER F S + 1 • B ��• ! W " w A IA 11 1 CHDED. 7: t' CLEAR ADHESIVE +� r D 3/16'-ANrt. OEODINO COMPOUND2 X Ip T.1 13 S' F. CLASS iJOOD SUCH T,6DD- 5" Dl.AZtMO • 376• QLAXtNa + f DEPTH IDITEI DE T i E1 C 1g a PLAN VIEW 311WANMMLEDGLASS " LLAA Log " >Jsl" a TAPCON ix o Qi}D DUCK 1.43 " , a • (P I.- FROMC)RNCHS �VTrJ RAl1 10 t • ° + • a E 3U g kFirRENte, FTL-7B9012-0-97 " t i3 1 21 i + 1 K tP.T,t TEST SIZE, $3-T/e- X 74-11a" Ej LyATipN iTYP.t HEAVYDt1iY e + t' WOOD TESTLOADST •94.5..9E.5PSP 6"M II MBt�tNO FWL tf4• MAX; DESIGN LDADSt -b3.0, -53.0 PSP FLANGE FRAME t7YP! SHIN WATER 7 STER IRATIOSN f! 5 ANN ALES SINGLE HUNG WINDOW I tl ,fqq9" Si HA;0cVAKB SCREW SPACING, IS-3/4- t'anl •L•_� NON-I►VAOT RPM AW 667• CLEAR ADHESIVE OEDOIND COMPOUND SILL NEIDNT i . LN2 20 ' ID 28 d A (� ° • ' 2 ° (• ilt" HAX, • '1-7/B•.MtN. •••� SLUM EOQEYPIST, it S.M8. ' cc Ili" KUL WOOD EMOEO 3I16-u TAPCONS "(A 6" fnDM CORNERS j9 6- PROM CDnoiRS 2 K (P.TJ WOOD DUE HEADER & SILL SECTION N T " THIS WiNDOW SYSTEM 13 DESIGNED AND TESTED TO COMPLY wJTN THE ALT. N ANEB SILL SE;C, TION REQUIREMENTS OF THE 1994 DADE COUNTY E01711114 III; THE SOUTH FLORIDA DUIWDIO CDOE ES N,O,C i CHAPTER A. CHAPTER 23 CHAPTER 3S, UNDER THE SPECIFIC CONDITIONS SHOWN ON THiS OhAWWR. fit OR 2 it WOOD BUCKS SHALL 09 INSTALLED INOT DY LAWSON INOJ AND ANCHORED SO THAT THE BUILDING RESISTS T11E SUPEAIMFOAED LOADS IN ACCORDANCE, ITH REQUIREMENTS OF 1994'SJ4Q.C. A14CIMA DESCRIBED IN VMS LAYOUT ARE AS PER TEST UNIT, OTHER . CONDITIONS TO DC ENOINCEREO SEPARATELY. A1ti1tOR CONDITIONS NOT OESCRIDED W THIS DRAWING Ant TO CC ENUNEtRED "M PARIMTNCSIS INMATtS 140.0 ON A SITE SPECktiC BASIS, ANrl MR;PtA JAM r I l " t0 WOOD SUCK NOT BY LAWSON IND. III,- MNS.H 5., WOOD EMBED MUST SUSTAIN IHPOSEO + . AS SHOWN ON =VATMN LOADS W, a 4 " ID S,M. ISEE SCHEDULE BELOW FOR wee 0 ST •iym'ti&.,SWgOD CttOCO NUMBER OF ANC14CA31 + TYP, I , 4" PROM CoRIICIIS CLEAR ADHESIVE CLASS + ° ++ TE1 AIDPO+NT CLEAR UNCSi UN HAR 5FRM : X Mt.) GLASS �M I . WQOq BUCK TLP.S. a. •. FLANGE FRAME t/t• MAX. 12 d 27 (3/1 " a TAPWN SHIN + FOHNUNQlR DP ANLOW CHORS) Ix OR 2X WOOD BUCK STANDARD PAiL TEST UNIT 6n7" Los 1s A 1 F`ERFdRMANOE SUMMARY i� II 1 y ".4• REFERENCEr PTL•1895 ti"tt-9? CLEAR ADHESIVE EtiBtO, TEST 51XEa 37" X 74-1/4" 1/D`-ANN. BEDDING COMPOUi C1 + ., TEST LDAOSI •7Z0 -TT.D PSP MASI 2 X iP,T.1 t3 I X (P.T,I DESIGN LOADSI 5T 3' -51.3 P5P .37s" GLAZnto WDDD BUCIS 1.648" 375' OLAZINO r} • WOOD BUCK WATER INFILTRATION TEST, - 76 PSF EPTN toug DEPTH IDITEI Q A TESTED OLASSi - Is MAX. JAMB SCREW SPACf t " -D/4" d - + ° 3/14• o rAPCDII NQMPACT RESISTANT' W V gPaM CaRf1ERS PLAN VIEW .. .Z i.L3 " ,• 4 + i IS p OutK I + W17tliTM B /•�'� 1/4" MAX, A` " B 21 i SMN DS8.2wr"ANNEAL(DOLASS•SMPAIL � 3-llt" STANDARD ! A 4" MAX . (TYP.1 t MEETINCN RAIL .749" VANDOW COMPARATWE I (rYPJ r ANALYSIS CHART 1 DEBtQNLOADCAPACtTY-PIP E203 ___ \+sJ IJ i 1 WOOD8CRE1'JD i TAPCONB �Il aN LAAO CAPAWiI IeV100DBUMQ Y - ear 7APQDNSIIKWOD0DUC+O l`t»i�l SILL �. t0 HEIGHT LpCON9 2 r. OF t o08tttve HtOATiVt OTY.Of BCR WA PO[ittVt NEGATIVE 671 Ict.L a3J.-•• Ito-►, . 687" t/ HI _ _ '- "' Qom" n6e . SIM Simi"'" si.o )IS7 ,a .. }1 ISAi,s a•. to • A •1$"MN"Voo0EHDE0 a),t "i)i Hill t1J "p j ;ir.5 • _ r , + • CD d" FRoH CORNEAS 1}S• SI iiJ 117.7 _TCJ Tit 31,2"' . • �ixii ' a 'tk- 2 X (P.T,t MUMt7,]' f3J at.i 1.7/0" Hill.Eit0E0. W004 DUCK Ala q7.1 tb3 17" 171 SIT.) " 1 6 L- si eT,i ••"• 82.0 sat !a 0 TAPCONS 6- FROM CORNERS . ALT. HEADER & SILL SECTION ' HEADER & SILL aECTION ill ias ' aa.i nt.i' J � NOr IS, U "e1j aia' ' N It tTt ' " df-7 1. THiS WINDOW SYSTEM IS IDESIONEO AND TESTED TO COMPLY WITH THE ' Sze (L� s'i i 17v RCOUME'HEtItS OF THE 199L DADE COUNTY EDITION OP THE SOUTH a).1 utA ti) 17/.a FLORIDA BUTLOIN6 CODE iS P,0,C,1 CHAPTER I., CHAPTER 23 CHAPTER 35, UNDER IKE SPECIFIC CONDITIONS SHOWN ON THIS ORAWt21d. "'•114.9 ... Ao " » Wit MR nl IrwE CIJAe I nd cud r A I I OM Ill Mt n V I A RA tr fun I - 47J ea7 IR 47.1 7L1 191 E.1J - atl.0 11-3 11/A t27 ALT 6113 ds.t RL7"" 10fz " 1 It. . ANCHOR CONDITIONS NOT OESCR10C0 IN TMS DRAWING ARE TO BE "INCEnED _ w. n IV 6L3 t1l ORASIiCSPECIFIC OASIS. •6JJ' 'LLD .. .. N 10 $.Ms. IVA- MIN, WOOD EMBED r(}D Sin FROM CORNERS - - Z x iP.7.1 WOOD DUCK i b P HIDpOINT NOT BY LAWSON IND, MUST SUSTAIN IMPOSED 2 X IP.T.) LOADS WOOD BUCK SHiM MAX CLEAR ADHESIVE 24 BEOOHIGCOMPOUND 3/16"-ANN, 11 10 1.115" r GLASS I 12 6 27 SEE SCHEDULE BELOW jl FOR ANCHOR SPACING t3 ITYPA An VIO-ANNEAIW MAM14OAJUL WINDOW COMPARATIVE ANALYSIS CHANT' DEstt3N LOAD CAPACITY-PSF s WOOD tscREri30aiV+DOD TAPCONS fxwpl3DDUL}Q TAtPCQNSttxW00DBUClO ww" Maitt IIIY. OF Ht0AT1Vi O 9t POEIItVt fKLlAi1Vt at'r RkGATIVE t,l"t twitdtl [R W ROSnWr 4 a f was'POlinve 1r4,.4 17.7 ITat 433 I. "04,44 a),? • 160A - If3ti ' � nt A33 rim :6 OI 6�., • "iu:5 iia $1.114 ei ti ' 77d ••• E1.► • • • t.o Ilia Aat I9Lu� e7a aura t)a 14HA 1. ) �, A II a• "_ 26.tJ' eii • iTle ' Wa' 177.7' ill dIa "'67,7 160 fi (St 76T3 " tJab'• IS) t!!" 543 111.0 sl•1%i 6].! ' 91.7 ' "i]J 9/./ s3,1 Eft 11-Ve a)J st5.9 I1J 1.27,E 6].! tlno ' 'TIC 'J16.112 iL! " "ua] ' (51 53.1 "" M,] »' Ct 6L3 1 I. D1 Bo-IrR Isl �! 3 " $7.t' i)a ti.9 iia, »•AL! lit 'II7•Sro tl.t •• •AMA' • t7.7 11-t/4 ti3 204.E to j3c,t Rtl '"aia WA ' 7t�If2 'a7J'-'•' 1i7.9 ift 'R1.7 "' 9aJ 01 1f/9 ••77 !i ,tit •17.7^' 1DS.1" A.S E7,7 'SEND 43.) " T].A �•' zu Lams"•' 61.3 R4.L +Htla, 17.3 2US e!S �I-9.0 et.1. MA 2#.IJ2 13.1 tU,t (TI rii" •tot'? Ni i),) " 429.4 ' 10la "3T ' 63 t11 t3.7 1S3 TL9 q3 9L4 l3-1/t am 1 41.7 'lA.� S0,1 Q.3 •t.4 tt•Tre Ill Ito a 6" 711.0 " l]J ISL? '36-t/1 h.7 i30,1 17} 41.7 A3�1 it) 47.1 107S • 71 t71 p s ee.f" a7S tLn 611. 1e,4 St-1/S SSA Sta 41 Si,a 2.2 D" I.ID 1 J O 375" GLAZING Q DEPTH (BITEi WINDOW WIDTH 20 }� PLAN VIEW 11 16 0 28 tt i0 S,H.S, 131' MIN. WOOD IMBED CORNERS NOTES: . .T•-` (0 M�DPO NOM I. THiS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY Wi7H THE T_ REQUIREMENTS OF THE 1994 DADE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE iSJ1.5.C•) CHAPTER L. CHAPTER 23. CHAPTER 38. UNDER THE SPECIFIC CONDITIONS SI-OWN ON THIS DRAWING, 2, 2 x WOOD SUCKS SHALL BE INSTALLED INOT BY LAWSON INDJ AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1991 S.F.WL 3. ANCHOR DESCRIBED IN THIS LAYOUT' ARE AS PER TEST UNIT, OTHER Ln7 " CONDITIONS TO DE ENGINEERED SEPARATELY. 4 ANCHOR CONDITIONS NOT DESCRIBED lit THIS DRAWINB ARE TO BE ENGINEERED 2 X WOODD DUCK ON A SITE SPECIFIC BASIS., ALT. SILL SECTION I , I H l0 S,M.S, I iK" MIN. WOOD EMBED . P 5-1/2" FROM CORNERS L (al MMPUINT HL 61�7" •L2 x jP.T.1 WOOD BULK CLEAR ADHESIVE SCODINOCOMPOUND STANDARD MEETING RAiL MAX. 2 IS IP.T.) WOOD SUCK Inc I 47a uc,4 ' tat x f � f/ a Ali "a33 �u3o " �! 3� ' " " . W iia roa'i • ' 613 Sae " h a 7.7 tI74 • Elf " �f.t" / //� ,d . a • , j. _ 42.3 .ii,i" Ski ar sea sLs'": ELEVA' RON = FLANGE FRAME ' w F---�• 6^HAx. tTYP.1 ua SINGLE HUNG WiNDbW "i)a "IeA AS.f a DSB-3mm-ANNEALED GLASS' FIN FRAME 2x WOOD BUCK STANDARD RAiL. TEST UNIT PERFORMANCE SUMMARY REFERENCQI FTL-389412-11-97 TEST S12£1 54-1/4" X 64" TEST LOADSt •62.00. -62.00 PSF OFSIESN'LOADSr •41.33, -4T.33 PSF WAITER INFILTRATION TESTS 9.4 PSF TESTED OLASSt 050-3JnM-ANNEALED MAX. JAMS SCREW SPAC(N01 13" E. 14-710" DSO.3mm-ANNEALED OIASS-STORAIL WiN50W OOMPARATIVH ANALYSIS CHART WINDOW t3E S (m LOAD DIMENSIONS CAPAOiiY•PSP WtOTIf HEIGHT PDSItjVE NEGATIVE it tAtlHctl 19•t/0 6Ja 31N1.7 ' 2a-1!t 26 63.3 tot,& 131 Swig " Gi,i ei3 633 01.3 28.f%2 36"]le 613 19Itf, 3T 131 !P•1/6 613 17LL " 3T tS1 «abJ 74.7 $1.118 1. • igIv 11-11e 61.3 153.9 26-112 S6 67.3" tOt9' » I7 sal 62.3 COTS 53.110 19-fro 47,7 t3s9 26w i/2 43 31 s3.1/! 40,E 40.6 t�-lie id•li: Tt-v4 S)-t/O NO. iM f'An4tT 11u Al a Inw.w. car • •-• •.• ANCHORS PCR JAHD NOT Testro 2 x MT.) WORD DUCII VS.M.rw MUM. WOOD EMBED HOT BY LAWSON MD, MUST 5USTAIII rTPIDSED Q S I/7" FROM CORNERS LOADS L QO MIDRONT SHIM MAX CLEAR AOHESIVC BECOINO COMPOUND NttlHax, MASSANN. ,2t9' L1 S- t B 1 0 WOOD DUCK 01D h 4 1.875 _ to CLEAR ADHESIVE_ 311E".ANN, BCOORidCDMPOUND GLA`.•; 37S- tulle) oEPr1 taNEl P 7 8 - 13 2.290" 37S" 01.AZNO ' O 19 DEPTH IDITEI W noo T PLAN VIEW tD 3/18'-ANNEALH5 GLASS -ND RAiL 3/16" ANNEALED CLASS FIN FRAME 2X WOOD BUCK DUTY RArL N 10 SAS.HEAw Ta" Hut• WOOD EMBED TEST UNIT SEE SCHEDULE BELOW FOR ANCHORSPAEwa PERFORMANCE SUMMARY (TYP.1 - --- REPERENCE, PYL-109112111-91 TEST SIZES SL-1/B" X 75.112" TEST LOACIM •94,S, -94,S PSF DESIGNLOA081 •53,0,-63.0PSF WATER INFILTRATION TESTr 9,5 PSF TESTEDGLASS!. "-Af� . --• . MAX. JAMS SCREW SPACINGi 15-3/4" IL NON -IMPACT RESISTANT ! HEAVY DUTY WINDOW COMPARATIVE 1 6-V2" MAX. 3/4- 1 Mfi67tND PAIL ANALYMS CHART t'TYPa wo:DDw Dl=.slDttl.OAD " 20 I DlA1zN210Na C2APAC!!Y • P8P 1 11 •' 2 I W+9lik HiJO�" pOSIT1VC 14MAI,VE ` n i • 18 28 tt I »�tn« 47a stow �� If-lis 34 43.!'• " ~iILk 2, 99 IB S 2 3i Ili 411 D SILL si.r/e t]a lily / // h 414,7 Ill.- MAX, IS to s.tts. "'b7.? ' o SHIM 1 SW M N. W090 EMBED 3.t/i 71aro isi.� ley tP S-vr PADS CCaNEns LLB.. L jP tIMPOINT s7-vi *1.3 T�lr -- tf�lla aia„" « ]tat 71.02 l0.3/D "•47a 16" • ' l7+Uti t7.S "' ' all 1/OVA 63.3 20l.t A qt 1 flat ' Fats I , • )' MIN. WOOD EMBED 2 a IP.T.! 75" OD S-VE-tRO(i WOOD DUCK 3? [6t t7ti,i CORNERS a QJ HIQPOINT il.TJ'sfa/t WOOD a ii.T HEADER & SILL SECTION BUCK tt•VA 63a 249.1 ""wil ALT. SILL SECTION 47 i�,ca ?? m " "NON ELVATION t- Jw T s: -----'------------- 63,i si.Ne u 1 7u ' " FIN FRAME t7yP 1 T THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS DP THE 199t DADE COUNTY EDSTion OF THE tDt.t 7t-t/2 ' 63.3 "" SINGLE HUNG WINAQW a«v2" MAx. )TYP,) SOUTH FLIMDA OUILDINO CODE /SY.B,C.) CHAPTER 4, CHAPTER 7t.11t Ilu 17) " -- 23, CHAPTER 39. UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. 17 INS 2. • 2 3'4000 DUCKS SHALL et INSTALLED wor BY LAWSONI M.) AND ANCHORED614 si-Ice au" " SO ?THAT THE OVILDIND RESISTS 7NC SIJPERtHPOSED LOADS IH ACCORDANCE NO MPARpITNtSt3 We"Ics No pR Y11Te1 RCOUIn MEtJT9 OF 199L SJ'.01C. ANCHOR ,PLR JAHB 3 • ANCHOR DESCRIBED 114 THIS LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS To at; eftiirtneo SEPARATELY. L ANCI(OR CONDITIONS NOT OESCRIOED IN THIS DRAWQ+D ARE TO DE ENGINEERED ON A SITE SPECIFIC BASIS. _ WOOD DUCK O 10 S.H.S. 314" MIN. WOOD EMOEO HOT DY LAWSON IND. MUST SUSTAIN IMPOSED + AS SHOWN ON ELEVATION LOADS • . + 16• IN • G " i0 S,M.S, ISEE SCFIEDUC•E BELOW FOR 1/6--ANN. DUE Ol5 • If,' MN WOOD ENDED NUMBER OP ANCHOASi GLASS , • • TVP. e @ t• Fna4connenS I•, CLEAR ADHESIVE I/t" SHIM + i (dHiDP01NT COOS COMPOUN N HAX DSB-3mm-ANNEALED G;.ASS woao'eycK I'i�Pi' •• FLANGE FRAME lees' f2 3 27 +. 311¢¢," 0 TAPCOn 'I x OR 2x WOOD BUCK t/L- MAX, SHIN (SEC SCHEDULC BELOW OR • FNUMBER OF ANCHORS) STANDARD SAiL ` TEST UNIT 7tr 6D PERFORMANCE SUMMARY , .815 at3 1 ••�• REFEAEFJCEt FIT L•18931S-ii-97 CLEAR ADHESIVE CHD D. TEST SIZES 53-110" X 63" 1/O"•DIRE OtASS BEDOtNo COMPOUND z x tP,Td' 1680' 13 375" GLAZING 1 [3 1 a s• 1 X (P.TJ WOOD BUCK TEST LOADSi .6100. -42.00 PEP DESIGN LOAOSI 4L33, -4t33 PSF WATER INFILTRATION TESTS 9.5 PSI: .37S'GLAZIN4 i WORD QUCK paPTHIDITE) `J + TESTED GLASSt ,Q58-31M»ANNEALEf) E TH 011 t IS WN411pla VA01#1 ' MAX. JAMD SCREW SPACINGS TS" L 13" • 3/1 TAt CO14 NON-IMPACT RESISTANT tda4- I . F9 EAs A PLAN VIEW WINDOW , STANDARD MEETING RAiL P:r.* \ � I x (P.TJ !. WOOD QUIC _ ,I _t/L" MAX. ,GOT• 1 CLEAR ADHESIVE OEDDINO COMPOUND • 116 v I t•.°1 , i/ • � ' 2.240" O HEIGHT 7e • z6 2 �.J . • 16 • !/t- MAX. �S.H.S. ' a . yy- M W.,WODO EMBED a + . co 6" FROM CORNERS tY," a • •fF" ' 2 X iPAJ EMBED. •t•710-Min, CHUED. WOOD BULK 00E Oisr. TYP, t 5- VIVO TAPCDtIS 6" FnOM CORNEAS ALT. HEADER & SILL SECTION HEADER & SILL SECTIgiV NO THIS WINDOW SYSTEM IS DESIGNED AND TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE 109L DADE COUNTY FAITION OF THE SOUTH FLORIDA BUIttlNO CDOE IS&A-CA CHAPTER t. CHAPTCA 23 CHAPTER DS, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWNr;. • 2, t x OR 2 if WOOD DUCKS SMALL DE NSYALLEO MOT BY LAWSON INC.) I ' AND ANCHORED SO THAT THE OUILOIND RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OP t101 SX D C. :z ANCHOR DESCRIBED IN THIS LAYOUT ARC AS PER TEST UNIT. OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. r„ ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO DE ENCIIIECAED ON A SITE SPECLFtC BASIS. 7030 NA 371h CT* MiAM1e fLORMA 33147 A!WS O'N(305) 626-8660 INDUSTRIESAfflu UMUFACTUREAS Or VANDOn As DOORS DSB41mRl•ANNEALF.0 QLABi:ATO RAIL WINDOW COMPARAIM ANALYSIS CHART DESIGN LOAD CAPACITY-PSF Dulelt�ri Nsp S WOOD SCREWS I 7APCONS W�iMDiN KLIfAi� CITY. "I POSITfvi "TOATNC aTY. Of "stTivi NCOAT,VE tf�►11 &" -ua ttf.l N,3 tc44 �i-t/I Mat 14L.7 7t U1 Its SL6 " $1.0'" t�-+re ua .61,3» 72u eI3 Ia7.o »111,1 ' 76•ti3 Itc,1' A)3" ye Ala Hsi t41 t9�T/e 67.y IS1.a Sty? •» "" , 1I)A �I-Vt S0•S/a If! 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FL"1 - un-i I SPUM-L + " I NI l IR II'!wR191!m IIIIIIII I' PRODUCT CATEGORY SUB GATE60RY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MASONRY/CONCRETE) 5IMP50N STRUCTURAL COMPONENT HETA20 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT METAI2 5IMP50N FL 474 10/03/2005 5TRUCTURAL COMPONENT METAI6 SIMPSON FL 4?4 IO/03/2005 STRUCTURAL COMPONENT META20 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HTTI6 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HTT22 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT LTTIcl 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT LTT20B SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LTTI31 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MTT255 SIMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HT5MIb 5IMP50N FL 1423 12/50/2005 STRUCTURAL COMPONENT HT5M20 5IMP50N FL 1425 12/30/2005 STRUCTURAL COMPONENT MT5MI6 SIMPSON FL 1423 12/50/2005 STRUCTURAL COMPONENT MTSM20 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT M5TCM40 5IMP50N FL Ig01 02/15/2006 STRUCTURAL COMPONENT 1402A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT 1405A 5IMP50N FL 503 10/03/2005 5TRUCTURAL COMPONENT HD6A 5IMP50N FL 505 10/03/2005 STRUCTURAL COMPONENT HDSA 5IMFI50N FL 505 10/05/2005 STRUCTURAL COMPONENT HDIOA 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HD14A 5IMP50N FL 503 10/05/2005 STRUCTURAL COMPONENT HDI5 5IMP50N FL 505 10/03/2005 STRUCTURAL COMPONENT H6T2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT 1-149T3 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT H&T4 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT L&T2 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT M&T 5IMP50N FL 1425 12/30/2005 STRUCTURAL COMPONENT H&AIO 5IMP50N FL 1425 12/30/2005 STRUCTURAL COMPONENT H6AMIO 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT M5TAM24 SIMP50N FL 1901 02/16/2006 STRUCTURAL COMPONENT M5TAM36 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT HMg SIMPSON FL 1423 12/50/2005 STRUCTURAL COMPONENT MA5 5IMP50N FL 474 10103/2005 STRUCTURAL COMPONENT ABU44 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT PHD2-5053 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT PHD5-5D53 5IMP50N FL 505 10/03/2005 STRUCTURAL COMPONENT PHD6-5D53 5IMP50N FL 503 10/05/2005 STRUCTURAL COMPONENT PHD6-5D53 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT LTAI 5IMP50N FL 1425 12/30/2005 PRODUCT GATE60RY CONNECTORS (WOOD) 5IMP50N STRUCTURAL COMPONENT H2.5 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H5 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HT 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HIO 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HIO-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HI& 51HP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT MT512 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MT516 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MT520 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HT516 5IMP50N FL 536 10/03/2005 STRUCTURAL COMPONENT HT520 5IMP50N FL 536 10/03/2005 STRUCTURAL COMPONENT 5PI 51HP50N FL 474 10/05/2005 STRUCTURAL COMPONENT 5P2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P4 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P6 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT 55P SIMPSON FL 1423 12/30/2005 5TRUGTURAL COMPONENT D5P 5IMP50N FL 1423 12/30/2005 5TRUGTURAL COMPONENT A25 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT A35 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LTP4 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT LGT2 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT MOT 51HP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT H&T2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HGT3 51HP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HOT4 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT LSTAI2 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT L5TAI5 SIMPSON FL Ia01 02/16/2006 STRUCTURAL COMPONENT L5TAI6 51HP50N FL IgOI 02/15/2006 STRUCTURAL COMPONENT L5TA24 5IMP50N FL 1401 02/15/2006 STRUCTURAL COMPONENT L5TA30 51MP50N FL IGOI 02/16/2006 5TRUGTURAL COMPONENT L5TA36 51MP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT L5TI4q 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT M5T026 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT M5TG40 5IMP50N FL Ig01 02/16/2006 STRUCTURAL GOMPONENT M5TG52 SIMPSON FL IGOI 02/16/2006 STRUCTURAL COMPONENT M5TG66 5IMP50N FL Ig01 02/16/2006 STRUCTURAL COMPONENT 45TG76 5IMP50N JFL 1-101 02/16/2006 PRODUCT GATE6ORY HAN6ER5 5IMP50N STRUCTURAL COMPONENT HU526 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU526-2 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HU526 SIMPSON FL 474 10/03/2005 5TRUCTURAL COMPONENT HU526-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5210 5IMP50N FL 474 10/03/2005 5TRUF,TURAL COMPONENT HU5210-2 SIMPSON FL 474 10/03/2005 5TRUC;TURAL COMPONENT HGU526 5IMP50N FL 474 10/03/2005 5TRUC;TURAL COMPONENT H&U526-2 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT H&U526 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H6U526-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HOU5210-2 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5026-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5G26-2 5IMP50N FL 474 10/03/2005 5TRUGTURAL COMPONENT M5HA SIMPSON FL 536 10/07/2005 STRUCTURAL COMPONENT ITT SIMPSON FL 474 10/03/2005 PRODUCT GATE&ORY ANCHOR SYSTEMS SIMPSON STRUCTURAL COMPONENT HEDGE ANCHORS SIMPSON FL 402 10/01/2005 STRUCTURAL COMPONENT SLEEVE ANCHORS 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT DROP IN ANGHOR5 SIMPSON FL 402 10/01/2005 STRUGTURAL COMPONENT THD TITEN HD 15IMP50N FL 2304 04/Ob/2006 STRUCTURAL COMPONENT JT7N TITEN SCREW 15IMP50N JFL 2355 1 04/30/200b PRODUCT CATEGORY CHEMICAL TIES 5IMP50N STRUCTURAL COMPONENT SET EPDXY SIMPSON FL 402 10/01/2005 STRUCTURAL COMPONENT ET EPDXY 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT AT ACRYLIC -TILE ADHESIVE 51MP5ON FL 2304 04/06/2006 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MASONRY/CONCRETE) U5P STRUCTURAL COMPONENT HTA20 U5P FL 521 10/51/2005 STRUCTURAL COMPONENT HTA20-lb USP FL 65q 10/31/2005 STRUCTURAL COMPONENT HTTIb U5P FL 621 10/31/2005 STRUCTURAL COMPONENT HTT22 USP FL 521 10/31/2005 STRUCTURAL COMPONENT LT51q USP FL 522 10/51/2005 STRUCTURAL COMPONENT LT520B U5P FL 622 10/31/2005 STRUCTURAL COMPONENT M75278 USP FL 622 10/31/2005 STRUCTURAL COMPONENT TDX2 U5P FL &16 10/31/2005 STRUCTURAL COMPONENT TDX20 U5P FL 816 10/31/2005 STRUCTURAL COMPONENT TDX5 USP FL 616 10/31/2005 STRUCTURAL COMPONENT LU&T2 U5P FL &17 10/51/2005 STRUCTURAL COMPONENT H&AMIO U5P FL 61q 10/31/2005 STRUCTURAL COMPONENT FA3 U5P FL 622 10/31/2005 STRUCTURAL COMPONENT PAU44 U5P FL 621 10/51/2005 STRUCTURAL COMPONENT PAUbb U5P FL 621 10/31/2005 STRUCTURAL COMPONENT PHD2 U5P FL 617 10/31/2005 STRUCTURAL COMPONENT PHD5 U5P FL 617 10/31/2005 STRUCTURAL COMPONENT 1PHD6 U5P IFIL 61-1 1 10/31/2005 STRUCTURAL COMPONENT JPHDe, USP JFL 617 1 10/31/2005 PRODUCT CATE60RY CONNECTORS (HOOD) U5P STRUCTURAL COMPONENT RTI7 U5P FL 61 b 10/31/2005 STRUCTURAL COMPONENT RT20 U5P FL 516 10/31/2005 STRUCTURAL COMPONENT RTI6 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT RTI6-2 U5P FL &16 10/51/2005 STRUCTURAL COMPONENT MT114I2 USP FL 620 10/31/2005 STRUCTURAL COMPONENT MTWI6 U5P FL 620 10/31/2005 STRUCTURAL COMPONENT MTH15 U5P FL 620 10/31/2005 STRUCTURAL COMPONENT HTWI6 U5P FL &20 10/31/2005 STRUCTURAL COMPONENT HTH20 USP FL 620 10/31/2005 STRUCTURAL COMPONENT 5PT22 U5P FL 517 10/31/2005 STRUCTURAL COMPONENT 5PT24 U5P FL 51'7 10/31/2005 STRUCTURAL COMPONENT 5PT4 U5P FL 521 10/31/2005 STRUCTURAL COMPONENT 5PTb U5P FL 621 10/31/2005 STRUCTURAL COMPONENT A3 USP FL 620 10/31/2005 STRUCTURAL. COMPONENT A34 U5P FL bib 10/31/2005 STRUCTURAL COMPONENT MP4F U5P FL 621 10/31/2005 STRUCTURAL COMPONENT L5TA12 U5P FL 516 10/31/2005 STRUCTURAL COMPONENT L5TAI5 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT L5TAI6 U5P FL 616 10/31/2005 STRUCTURAL COMPONENT L5TA24 U5P FL 516 10/31/2005 STRUCTURAL COMPONENT L5TA30 U5P FL 516 10/31/2005 STRUCTURAL COMPONENT L5TA36 USP FL 61b 10/31/2005 STRUGTURAL COMPONENT M5TG40 U5P FL 517 10/31/2005 STRUCTURAL COMPONENT MSTG52 U5P FL 617 10/31/2005 STRUCTURAL COMPONENT M5TG66 U5P FL 517 10/31/2005 STRUCTURAL COMPONENT M5TG75 U5P FL 617 10/31/2005 STRUCTURAL .COMPONENT JKCG44 USP FL 622 10/31/2005 PRODUCT CATEGORY I MASONRY HAN&ER5 U5P STRUCTURAL COMPONENT INFM JUSP JFL 578 1 10/Oq/2005 PRODUCT CATEGORY SUB GATE60RY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONCRETE LINTEL CAST CRETE FL 156 Oq/15/2005 STRUCTURAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/11/2006 STRUCTURAL COMPONENT CONCRETE LINTEL WEIKIHA FL 1415 03/11/2006 STRUCTURAL COMPONENT CONCRETE LINTEL COMMERCIAL FL 17'14 03/12/2006 STRUCTURAL COMPONENT JCONCRETE LINTEL IMARION MASONRY JFL 2155 1 03/29/2006 PRODUCT CATEGORY SUB GATE60RY MANUFACTURER FL # EXPIRATION DATE ROOFING ASPHALT SHINGLES 6AF Materials Gor. FL 03 Oq/30/2005 ROOFING ASPHALT SHIN6LE5 CERTAIN TEED CORPORATION FL 250 Oq/24/2005 ROOFING ROOFING TILES MONIERL LIFE TILE FL 560 11/04/2005 ROOFING GEMENT5-ADHE5IVE5-COATING5 TROPICAL ASPHALT PROD CORP FL 1453 0I/06/2006 ROOFING UNDERLAYMENT5 TAMKO ROOFING PRODUCTS, INC FL 1744 02/10/2006 ROOFING CEMENTS -ADHESIVES -COATINGS TAMKO ROOFING PRODUCTS, INC FL 147q 01/06/2006 ROOFING ROOFING FASTENERS 5ENG0 PRODUCTS FL 2271 04/05/2006 5TRUGTURAL COMPONENT DECK -ROOF ENGLERT, INC FL 2266 04/13/2006 PRODUCT GATE&ORY SUB GATE&ORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT ENGINEERED LUMBER TRUS JOIST FL 1630 02/13/2006 STRUCTURAL COMPONENT ENGINEERED LUMBER BOISE EN&. WOOD PROD. FL 1644 05/12/2006 STRUCTURAL COMPONENT ENGINEERED LUMBER WISE EN6. HOOD PROD. FL 1645 03/12/2006 PRODUCT CATEGORY SUB GATE&ORY MANUFACTURER FL # EXPIRATION DATE ROOF VENTILATORS 50FFIT5 KAYGAN LTD FL Ig65 04/05/2006 ROOF VENTILATORS SOFFITS KAYGAN LTD FL 1146 12/Iq/2005 ROOF VENTILATORS SOFFITS CAMERON A5LHLEY BUILDING FL 406 11/24/2005 OTHER MODIFIED BITUMEN CERTAIN TEED CORP-ROOFING FL 4741 10/02/2005 OTHER JTYVEK HOUSE WRAP IDUPONT JFL 2145 PENDING OTHER I &LASS BLOCK jPrrrsauR&H CORNING CORP JFL 250 Og/24/2005 ODUGT CATE60RY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE OORS WOOD ENTRANCE LAH50N INS. FL 122q 12/05/2005 INDOHS FIXED HINDOHS LAH50N INS. FL 1230 12/05/2005 INDOH5 FIXED WINDOWS KINGO FL 125 Og/17/2005 INDOH5 FIXED WINDOH5 BETTER BILT FL 676 PENDING INDOH5 FIXED WINDOWS FLA. EXTRUDERS (MILESTONE) FL 44 Oq/02/2005 INDOH5 FIXED WINDOWS GENERAL ALUMIM\NUM FL 255 Oq/24/2005 INDOH5 FIXED WINDOWS GENERAL ALUMIM\NUM FL 265 Og/25/2005 INDOH5 FIXED WINDOWS GENERAL ALUMIM\NUM FL I6g7 02/04/2006 INDOH5 FIXED WINDOWS 51MONLON WINDOWS FL I-V Oq/Iq/2005 INDOW5 SINGLE HUNG LAH50N INS. FL 1225 12/05/2005 INDOH5 SINGLE HUNG KINGO FL 123 Oq/17/2005 INDOW5 51NOLE HUNG BETTER BILT FL 663 PENDING INDOH5 SINGLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 Oq/02/2005 INDOHS SINGLE HUNG 6ENERAL ALUMIM\NUM FL 254 Oq/24/2005 INDOH5 51NOLE HUNG GENERAL ALUMIM\NUM FL Ibg6 02/04/2006 IN0011,15 SINGLE HUNG SIMONLON WINDOWS FL 204 Oq/22/2005 INDOH5 SINGLE HUNG ENERGY SAVINGS PRODS. OF FL FL Ig50 03/12/2006 PsIINDOH5 DOUBLE HUNG ENERGY 5A\/IN65 PRODS. OF FL FL Ig53 03/12/2005 INDOH5 HORIZONTAL SLIDERS LAWSON INS. FL 1226 12/05/2005 INDOH5 HORIZONTAL SLIDERS 51MONLON HINDOH5 FL 203 Og/22/2005 IND0145 HORIZONTAL 5LIDER5 KINGO FL 124 Oq/1'1/2005 IND01^15 HORIZONTAL SLIDERS BETTER BILT FL 670 PENDING INDOH5 HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 Oq/02/2005 INDOH5 HORIZONTAL 5LIDER5 GENERAL ALUMIM\NUM FL 254 Oq/24/2005 INDOHS HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL Ibg6 02/04/2006 INDOH5 MULLIONS LAW50N INS. FL 1221 12/05/2005 INDOH5 MULLIONS KINGO FL q57 11/04/2005 INDOW5 MULLIONS FLA. EXTRUDERS (MILESTONE) FL g74 PENDING INDOW5 MULLIONS GENERAL ALUMIM\NUM FL 1252 12/05/2005 XTERIOR DOORS SLIDING LAHSON INS. FL 1226 12/05/2005 XTERIOR DOORS 5LIDIN6 KINGO FL 126 12/05/2005 TERIOR DOOR5 5LIDIN6 BETTER BILT (MI HOME PROD) FL 561 12/50/2005 XTERIOR DOOR5 5LIDIN6 FLA. EXTRUDERS (MILESTONE) FL 45 Oq/02/2005 XTERIOR DOORS 51-I0IN6 GENERAL ALUMIM\NUM FL 264 Oq/25/2005 RIOR DOORS SLIDING SIMONLON HINDOH5 FL 04 Oq/22/2005 XTERIOR DOORS 5LIDIN6 THERMO-TRU CORP. FL 1170 11/20/2005 TOR DOORS SWINGING LAWSON INS. FL 122q 12/05/2005 XTERIOR DOORS 6ARA6E DOOR5 CLOPAY BULIDIN6 PRODUCTS FL 542 12/12/2005 XTERIOR DOORS 6ARA6E DOORS HAYNE DALTON DOOR5 FL 667 11/04/2005 IOR DOORS 5HIN61N6 JELD-WEN FL 4q8 10/31/2005 IOR DOORS 5HIN61N6 -ELD-WEN FL 53q 10/51/2005 IOR DOORS r 5WIN61N6 PL.A5TPRO INC./NANYA PLASTICS FL 1321 12/15/2005 IOR DOORS 15NIN&IN& T14ERMO-TRU CORP. IFL I165 1 11/21/2005 AoCREATED 04-05-04 AC �g35 Sclllv� F �tiyar �'s 4 U AN