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Home My WebLink About7801 Merchantville CirCity, of Zephyrlalls Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City -of Zephyrhills Ordinance #237) Each bedroom shall have at least one window sized fro emergency egress (2001 Florida Building Code #1005.4) Ductwork and appliances in garage shall be protected from physical damage (2001 Florida .Building/Mechanical Code #303.4) Tub access shall comply with (2001 Florida Building/Plumbing Code #405.8) to concealed connections Balanced return air shall be achieved through the use of transfer ducts or grilles (2001 Florida Building/Mechanical Code #601.4) Window glass hazardous locations shall comply with (2001 Florida Building Code #2405.2) Installation of gas appliances requires separate permits 2002 National Electrical Code 210.8(A)(2) - All garage receptacles shall have GFCI 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. LATEST DATE IN PROCESS REVISION DATE DESCRIPTION 09/24/03 I cc com .m ECl mom 23'-4' 15'-4' 16' '-4 3'-10' 5'-2" 3'-0' 5'-4' 4'-8' 15'-8' 12' 3'-0" x 3'-0" CONIC. A/C PAD FILL CELL U/MASONRY MIX TO S1 A COVER PIPE. (APPROX. 3 COURSES) 00 I 0i Lo O FOOTING SCHEDULE MC • SIZE REINPORCINCs DEPTH PI 21-01x2'-V' (1) �5 6' O.C. EACH WAY 12' DEEP F2 2'-&'x2'-fo' (1J S i W OZ. EACH WAY ib' DEEP FOUNDATION NOTES: 1. SEE S1-IEET SNI FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SMALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FOUNDATION PLUM = ING PLAN 1/4" = 1'-O" el S1 NO VERT. REBAR REQUIREO • HB (L1 HB of / \ ■ I \\ ELEV. =1w 0 10 L ' V) \ S1 OD \\ 8 THICKENED SLAB I 11 W/ (1) 5 CON? M ELEV. `\ -O'-4„ ■ \1 3'-2" S1 8'-10' r-4� 3/- 6 -0 3'-3' ■ \ \ 2 - 5'S DIAGONAL \ o \ \ 30' Mil `\ AT ALL INTERIOR 1 SLAB Col;�RS ■ \� \ (TYPICAL) I ■ i OIL ELEV. I 1 \t U( I I -- -- -- -- ---3/4'Ci. �- ■ 22'-8" \ \ 17'-31' I { S1 \O I s \\ OD d" \ \ co \ \ CO � I 0 10'-81„ 12' 4'-1' 3'-11' 12' + O ;' u+ I ao \ \ �- 34'C�.- — -- ■ ■ o I O �n F1 I K o ELEV. S1 00 I -0'- 4C'l co I I ■ '' F1 o w 0 ( oO q i I >< S1 RICK P WERS S�1J �O I X - c �qm ■ ' I N VI ■ ■ ■ 1 w S1 ■ ■ I w 3'-1` I. 5'-2' 10'-0" ■ HB I o I I J o S1 I — ■ ■ ■ ■ ■ Ell A 7' 3'-l' 7 7'-5° 12` 8` 16'-8' 8' 12' 8'-8' 16'-0' 2'-O' an_nd 20'-0' o0 N V Fi� U rn ' o� WELu Z4 �z o= U U ZO a a� �� o �d O 0i ,(X�( W �z� O ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ IRWIN J. BENSON, P.E. 049-158 TO THE BEST OF THE ENGINEER'S I01010LEDGE AND MLIEF, THE STRlrnJRAL PLANS AND SPECIFICATIONS COMPLY WIN THE FLORIDA WILDING CODE, SECTION 1606 FOR DO MPS! 3 SECOND GUST, EXPOW; 'B' WND ZONE (200I EDITION). THIS DRAWING AND DE6 N IS VALID FOR 12 MONTHS AFTER THE DATE IS SKID AND SEALED. SKNED AND SEALED FOR THE STRUC AAL PORTION OF THIS DRAWING ONLY. V! Z u; trL L v; (1) co 0) C6 o(1) ee� N N JT V T to N U J Q U J W W W W J Wz > a 0 0 0 Q LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 05/09/03 N.T.S. '\0 TU5 PLUM=ING 1 /4" = 1'—O" 23'-4" 40'-0" 15'-4" 4 y! Z LLL LL LL LL 0 w cd cd C6 cd F- N N Q m M Q N cq In N J r r U J � Q U a w 0 0 LL, w Q �, J WZ >0 > a 0 0 J C7 U U F— Q DATE : 05-15-02 SCALE : AS NOTED DRAWN BY: BV AUTOCAD FILE NAME 1602 ENGINEER OF RECORD DANSCO ENG NEERIN® P.A. SHEET DESCRIPTION : PLUMBING PLAN U, LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 r. .r m 3J J c? to zcr j� J m 0 CID E .® DIMENSION CONVENTION ALL & EXTERIOR OPENING DIMENSION INSIDE FACE OF 7 1/2- 3 1/2" FRAME WALL U.N.O. FROM OUTSIDE OF BLOCK WALL LEGEND INDICATES TOP OF MASONRY ® 8'-8" A.F.F. INDICATES TOP OF MASONRY ® 8'-0" A.F.F. INDICATES MASONRY SHEAR WALL ,❑ FLOOR PLAN NOTES ❑ MARK NUMBER DESCRIPTION 1 (1) SHELF W/ROD 2 (5) SHELVES, 16" DEEP 3 (2) SHELVES W/RODS 4 BOTTOM OF HEADER @ 7'-0" 5 18" WIDE BAR TOP ON 2" x 4" HALF WALL, TOP OF BAR © 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 @ 8'-0" A.F.F. 10 NOT USED 11 HATCH INDICATES 12" WIDE PLANTSHELF @ 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) 16" DEEP MC MEDICINE CABINET (14" x 18" ROUGH OPENING ® 54" A.F.F.) TB TOWEL BAR (54" A.F.F. W/ BACKER STUD) TP 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 O 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 4068B 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 FLOOR PLAN NOTES: 1. SEE SHEET 5N2 FOR COMPONENT 4 CLADDING DE51GN PRESSURE TABLE. 2. SEE SHEET SDWI 4 5DW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING;, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 105.6). 4. *-DENOTES EGRESS WINDOW 6TQL4mrLA4L NOTES ES O PROVIDE (1) 5 CONT. IN FILLED P. LINTEL AND (1) 5 CONT. IN FILLED KNOCK OUT BLOCK ABOVE. O (2) 2x12 SEAM W/ (1) SIMPSON MBHA 3.12/1125 AT EACH END. O3 PROVIDE (1) 5 CONT. IN PILLED P. LINTEL O (2) 2 x 8 BEAM W/ (1) SIMPSON LSTAIB AT EACH END. PROVIDE (2) 2 x 4 SPACER COLUMN W/ (1) SIMPSON LTT205 AT BASE FOR EAC44 BEAMS END. . BOTTOM OF LINTEL 0 i'-4' W/4' FMTUWS i TOP < BOTTOM — "�sa g1v cn �X_q J�1 J IL Z J W U- t� FLOOR PLAN 1 /4" = 1'-0" Ou i c� • d- I Ln (U I I cu vD ❑ SAMUEL A. GaREENBERG, P.E. 034245 ❑ IRWIN J. BENSON, P.E. 049156 TO TIE $EST OF THE ENGINEERS MOWLEIXf: AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 90 MPA 3 SECOND GUST, flcPOSURE 'B' M ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. v! Z Lt; Li LL. LL Li m co m vd co 0 �— N to cm Q 0 co � N N J f- It r N N o J } Q V a z 0 0 Lu W W cr.Q J W z J Ca'f V U Q DATE : 05-15-02 SCALE : AS NOTED DRAWN BY BV AUTIOCAD FILE NAME 1602 ENGINEER 5F DANSCO —RECORD P.A. SHEET DESCRIPTION : FLOOR PLAN Q LEFT ELEVATDON 1 /8" = 1'-0" PRE—ENG. TRUSSES 24" 0. C. SIMPSON MTS18 @ EA. TRUSS 2X8's ® 24" O.C. SIMPSON SP2@ TOP 2X4 FILLER FRAMING SP1 © BOTTOM ® 24" O.C. P.T. 2X8 PLATE CONT. FQC �Q DE TG°a 1 /2" = 1'-0" ENTRY DDE AFL "A" 1 /2" = 1'-0" 1/2" DIA. "J" BOLTS @ 24" O.C. STj K.O. BLOCK TIE BEAM W/ 1 — #5 CONT. IN GROUT 0L TOP OF BLOCK +8'-0' A.FFF 0-TOP OF SLAB c c REAR ELEVATION 1 /8" = 1'-0" ENTRY SECT�ON "Aqp 1 /2" = 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 Mark Location equal system (sq. in.) (sq. in.) RV 1 let Level 4S0 480 Roof Rv 2 Garage 96 96 Roof kND kND VD hoop-0UT DETAIL 1 /2" = 1'-0" MGHT ELEVAT�ON 1 /8" = 1'-0" P FRONT ELEVATION 1 /4" = 1'-0" 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 n N ®IL z� V=m 15 LU Z �< gz O a z z U 2 � F a8 w� o a O vl Z Li L: LL: L: 0 Cd C6 (6 C6 vi I— N N LO cm Q m M M N cm J r It r to N D U J } Q Z~ U J W � 0 LU W W Q J Wz > Q O O O 0 v V Q DALE : B'2.2-02 SCALE : AS NOTED DRAWN BY: BV AUTOCAD FILE NAME im ENGINEER OF RECORD DANSW P.A. SHEET DESCRIPTION : ELEVATION W PLAN 0 LATEST DATE: IN PROCESS DESCRIPTION REVISION DATE 09/24/03 LEFT ELEVAT�ON 1 /8" = 1'-0" PRE—ENG. TRUSSES @ 24" O.C. SIMPSON MTS18 © EA. TRUSS 2X8's @ 24" O.C. SIMPSON SP2@ TOP 2X4 FILLER FRAMING SP1 ® BOTTOM ® 24" O.C. P.T. 2X8 PLATE CONT. 1/2" DIA. "J" BOLTS 0 24" O.C. STAGGERED K.O. BLOCK TIE BEAM W/ 1 — #5 CONT. IN GROUT Fk'00�A DDE AL 1 /2" = 1'-0" TOP OF BLOCK +8'-0' A.F.F. TOP OF SLAB 0-0' ENTIF"1 11 DETAL 9D = aD 1 /2" = 1'-0" 0 I 0 mnEAIR ELEVAT�ON 1 /8" = 1'-0" O ROOF VENT 5GHEDULE O Verify with Ceneral.Gontractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below. Off ridge vents or Soffit Vent Mark Location equal system (sq. in.) (sq, in.) RV i let Level 480 480 Roof RV 2 Garage 96 96 ENTRR u SECT�ON "'LED 1 /2" = 1'-0" E pop -OUT METAL 1 /2" = 1'-0" �ouHT ELEVAT ON 1 /8" = 1'-0" FI�0MT L L EVAT�ON 1 /4" = 1'-0" n c0 D ELEVATION "B" DOTES ❑ 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 j 1" x 8" SCORED BAND, SMOOTH DECORATIVE FINISH -11 - F-i - i rt- - m..-_T--___- _- - N Q � a z � g= Z? U e � o� X o� �a �U R O Z LL: LL: LL: L� LL: c6 c6 c6 0 0) 0 �— N N Q 0 11 N N r� V Q Q U J W G G W W J W > Q O O O zi 0 U U F- Q DATE : 05-22-02 SCALE : AS NOTED DRAWN BY : BV AUTOCAD FILE NAME *02 ENGINEER OF DANSW RECORD P.A. SHEET DESCRIPTION : ELEVATION 'B• PLAN ED oD LATEST DATE : IN PROCESS DESCRIPTION REVISION DATE 09/24/03 so Wo o rD as CL C— :03CD c 0 3 > o m e Ly a_ y -.j J .d0- x X2 y � � Y DEFT ELEVATDOoN 1 /8" = 1'-0„ PRE—ENG. TRUSSES @ 24" 0. C. SIMPSON MTS18 @ EA. TRUSS 2X8's @ 24" O.C. SIMPSON SP2@ TOP 2X4 FILLER FRAMING SP1 @ BOTTOM @ 24" O.C. P.T. 2X8 PLATE CONT. 1 /2" DIA. "J" BOLTS @ 24" O.C. STAGGERED K.O. BLOCK TIE BEAM W/ 1 — #5 CONT. IN GROUT FA�CAA DETAL 1 /2" = 1'-0" IENTLIY D E T A � L "'CC 1 /2" = 1'-0" TOP OF BLOCK +8'-0' A.F.F. TOP OF SLAB 0-0' e c IEAR ELEVAT0ON 1/8" = V-0" O ROOF VENT 5CNEDULE 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 Mark Location equal system (sq. in.) (sq. in.) RV 1 1st Level 480 480 Roof RV 2 gage 96 96 Roof ENTG� u SEC ll lON "Cqp 1 /2" = 1'-0" LAND qD I�Op=O JT DETAL 1 /2" = 1'-0" R2`7�"lJ Il ll ELEVA 11 �OIJ v 1 /8" = 1'-0" FIR-IMNT ELEIJAT�ON D ELEVATI ON "C" MOTES ❑ 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 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3 8" THICK EACH. 3RD LAYER 1 /8" THICK. al O Q.Q W � 8 LU Z �7-� �¢ Z ¢O � ci � a O Z_ O pF ✓W � O z V r w � X00 O v! 0 C6 v6 C6 C6 ui I" N N Q m M (0 N N r 1 r to N U J } Q U Q Z In Q W W W Q 0 cc cr J C9 W Z a > 0 0 0 Q DATE : 0&2"2 SCALE : AS NOTED DRAWN BY BV AUTOCAD RLE NAME *02 ENGINEER OF RECORD DANSCO P.A. SHEET DESCRIPT1oN : ELEVATM •C' PLAN 0 co m r � 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 8 GROUND FAULT INTERRUPTER OUTLET GFI 6 WATERPROOF 110-115 OUTLET wp THERMOSTAT CONTROL ® 220-240, SPECIAL PURPOSE OUTLET - LIGHT FIXTURE, CEILING MOUNTED FO LIGHT FIXTURE, WALL MOUNTED ® LIGHT FIXTURE, RECESSED 0, LIGHT FIXTURE, VAPOR PROOF © WALL WASHER, ADJUSTABLE -(�_pc LAMP HOLDER W/ PULL DOWN ® FLUORESCENT FIXTURE HOLLYWOOD STRIP FLOODLIGHTS TELEVISION OUTLET Q TELEPHONE OUTLET Q INTERCOM ® BELL © CHIMES ® SMOKE DETECTOR CARBON MONOXIDE DETECTOR © PUSH BUTTON EXHAUST FAN EXHAUST FAN WITH LIGHT DISCONNECT SWITCH Fa METER 8 RECESSED ELECTRICAL PANEL CEILING FAN, INSTALLED CEILING FAN, PRE WIRED QQ JUNCTION BOX O SECURITY SYSTEM a x A Y m m TO O 110 � O N Q r C O O r r wr S N a m c m m ®10 3 v cu J J ji0 J 1J � � x s N O m JS d 10 N ® m X x xgo 4 a- Z ao aA +r ® m ao ' co Co. 4D 6 C -- L1 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 H,V,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 FH,45E 200 AMP BREAKER PANEL NEMA 1 METER \30 CIRCUIT % SOCKET \-1 1/2' RIGID NIPPLE W1 (2) M AND (1) #3 CU TNUJ 77�' CONDUCTOR 04 CU TO UJATER SY POWER COMPANY RIVEN COLD PIPE 4 D GROUND ROD ELECTRIC,4LL iRISER D1,4GR4M NT-5 In. LIM ELECTRICAL PLAN 1 /4" = 1'-O" il:] LATEST DATE IN PROCESS REVISION DATE DESCRIPTION 09/24/03 i v! ZL� LL: LL: LA: LL v� v5 vi v) v) O N N cm Q m 00 c N N J r tf) N D U J } Q 0 a w _ G G W W o fx cc J W� > Q O O O J o U 0 F- Q DAEE T:: 05- W-02 SCALE : AS NOTED DRAWN BY: BV AUTIOCAD FILE NAME *02 ENGINEER OF RECORD DANSW P.A. SHEET DESCRIPTION : ELECTWAI. PLM LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 x a a x Z o :4 Y ;o co -r m 00 o c� o a rn v� =-W 0 m� v cc -c _� A- N L � CL ti cc Y A n / n # C 1) AlD A S THIS WALL NOT USED AS BRG D❑ NOT SHIM TRUSSES TO BEAR, s s Al ..................... Q 11'-0 1/2' z o LD o O A2 _ o Cd • - _ s5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l� II 3/12 VAULT^I ^ 3/12 VAULT o I II U - A3 00 —CIO - - - GABLE- A4 4 - a - - o co 1 WALL) z ao L,J o D D B TOP OF COLUMN @ 9' -4 1 /2" A. F. F A S6 S6 r 2'-9' 5'-10" 2'-9" - BG I 11'-4' 8'-8' 21 41 NoM#0111011111RAMING PLAN 1 /4" = 1'-0" B LIRI F 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 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. *** Mounted vertically. TYPICAL WALE SECTI❑N ROOF FRAMING NOTES: 1. SEE SHEET 53.1 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS PLYWOOD STRONGBACKS RECOMMENDED CSEE STRONGBACK LETTER IN ENG, PACK) i ❑ SAMUEL A. GREENSER3, P.E. 034245 ❑ IRUJIN J. 5ENSON, P.E. 049156 TO NE 5EST OF TIE E%INEER'S WIEDGE AND 5ELIEF, TI E S1RCTl RA. PLANS AND SPECFICATIONS COMPLY WIN THE FLORIDA 5UILDING CODE, SECTION 1606 FOR 20 MPA 3 SECOND GUST, EXPOSURE 'B' WIND ZOW (2001 EDITION). 11415 DRAWING AND M664 16 VALID FOR 12 MONTNS AFI1:R THE DATE 16 S&O AND SEALED, SKIED AND SEALED FOR THE 6TRUCRPAL PORTION OF TNIS DRAWING ONLY. � w os c n a Z o0 F W � O a� N O VJ LL O Cd Cd Cd Cd 0 N N to N Q 0 to M Cy cm N N U J } Q 7C cc U a W o a Qcc ccJ W z oac > > I- J 0 U U o Q DALE : 0&2"2 SCALE : AS NOTED DRAWN BY: BV AU70CAD FILE NAME 't m ENGINEER OF RECORD DANSCO P.A. SHEET DESCRIPTION : ROOF FRAMM W PLAN o CC) to ccil® ECa iiom LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 �co J CA C7 a m N no m zm z .� -j® 40'-0" C1) AID -- DROPPED GABLE CD cu u) d- I =o 00 I CU o Z W W z I o 00A4 q W = CD z n CD I jo A s THIS WALL NOT USED AS BRG D❑ NOT SHIM TRUSSES TO BEAR. Al ..................... 11'-0 1/2" ' LD v <L :z O _ n. � •. A2 - 00 - J (__) 3/ 12 VAULT^I ^ 3/ 12 VAULT o II o A 3 II C 2) C 1 C 1) C2 61 D1 MG ii EJ2 A. F. F 2'-9° 5'-10" 2'-9" CIDco CUW - GABLE i - B1 CU TOP OF AT 9' -4 CE LUMN /2" - - U= 1000 - B4G H= 1 nor-. I /A I LEjrER B Y ETHE ti J 11 11c'i �2 yv� � q 20'-0" �o 40'-0" c� ROOF FRAMING N PLAIN ao B ao 1 /4" = 1'-0" B LR 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 14-10d 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. CAPACITY1 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 X 1 1 2" 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. *** Mounted vertically. TYPICAL BALLOON FRAME a CABLE END NOT TO SCALE ROOF FRAMING NOTES.- L SEE SHEET 53.1 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS E0STOJ TYPICAL WALL SCCTIEN ;r d 3 X 10 NAIL PLATE C❑NNECTI❑N — SEE ENG. PAC HP DETA�L TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING PLYWOOD STR❑NGBACKS RECOMMENDED (SEE STR❑NGBACK LETTER IN ENG, PACK) ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ IRWIN J. BENSON, P.E. 049I58 TO THE BEST OF THE ENCsINEER'S INOlUXE AND BELIEF, THE STRrIVRAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR U0 MPH 3 SECOND CAST, E)cPOM '5' WIND TONE (2001 EDITION). NIS DRAM AND DESM 15 YALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUC111R4L PORTION OF THIS DRAWING ONLY. �► w N a, O Om LU a � U l x o� 4 a O Z L� u: � L LL 0 C6 Cd (6 Cd cd P N N LO CY <C m co M N N J r r LO N U J Z U -jW 0 0 _ Q C9 Q � J � Lu W > < O ® O LE J t'3 U U H Q DALE . 05-22-02 SCALE : AS NOTED DRAWN BY BV AUTOCAD FILE NAME 1602 ENGINEER SCRECORD • 16�16mwftmv Oft P.A. SHEET DESCRIPTION : ROOF FRALIM 'B• PLM O ED ED Gorr CIO.® LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 a , :0 0s 40'-0' C1) A11) -- DROPPED GABLE A THIS WALL NOT USED AS BRG D❑ NOT SHIM TRUSSES TO BEAR. Al z W..................... W 11'-0 1/2' a O <1 I 13 �l a O - I .W . p � CD : A2 CD-00 :� - N 3/ 12 VAULTS 3/ 12 VAULT I - —I A 3 II CIDI a a co a - - GABLE- A4 - Q Cd I Z a `U W � C a (2) C1 o CI 2' -9" 2' -9" °0 00 B 1 I — of C 1) C 2 - - z `D Cd 1 D1 MG11 CU Q B2 W EJ2 D2 1) - B3 U= 1000 _ TOP OF COLUMN @ 9' -4 1 /2" A. F. F - - - - o I Ir rN Q` Ln U 2'-9' 5'-10' 2,-9# w (y) m _ _ U " U �Jdl CJ3 I CJ511 I I I I CJ3 CJ 8'-8' 20'-0' 40'-0' ROOF FRAN G pLQN gVVP 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 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 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 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 X TIMBER H010 1 950 18-10d X 1 1 2" HUNG THD26 1 1 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 CONNECTION — SEE ENG, PACK TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING TYPICRL WALL SECTION ❑ SAMUEL A. GR.EENBERG, P.E. *34245 ❑ IRWIN J. SENSON, P.E. 049155 TO TF E BEST OF TIE EW4 ER'S KNOABXE AND BELIEF, THE 51F CTtPAL PLANS AND SPECIFICATIONS COMPLY WIN THE FLORIDA 5111DW CODE, SECTION 1606 FOR 120 MPA 3 SECOND CAST, EXPOW; 'B' UM ZONE r2MI EDITION. THIS DRAM AND DESKN IS VALID FOR 12 MONTHS AFTER T+E DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR Ti E STRIIGTURAL PMION OF THIS DRAWING: ONLY. Cq m z Q a Q • Q r o a$ <, r ` 0 z� �a w ow ci �6 XU X. Nr 0a � o a L OQ U Z L� L� � 0 C6 Cd C6 Cd C6 f— N 10 Q m 0) M N N J T- It r to N U J } Q U a W in In Q 0 ¢ ¢ —j W Z J Ca'3 V U o Q DALE : Ob-22-02 SCALE : AS NOTED DRAYM BY BV AUTOCAD FILE NAME IW2 ENGINEER DANSCO cORD P.A. SHEET DESCRIPMON : ROOF FRALIN •C• PLAN O -.E_--_-! I I ._ a ti ti 2 CM J y r z_ z jj 5D :V n STRUGTURAL NOTES . SPEG I F I GATI ONS I. 1. GONSTRUGTION I. I. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE I. 1. 2. AGI 530/A5GE 5/TM5 401 a AGI 530, I/A5GE 6/TM5 602-cicl SPECIFIGATIONS FOR MASONRY STRUCTURES. 1. I. 3. A57M G2'70-a2, G476-a1, AND GG0-10 SPECIFICATIONS FOR MASONRY STRUCTURES I. I. 4. NATIONAL DE51ON SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA BUILDING CODE (FBG), 2001 EDITION I. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISG) QTH EDITION. I. 1. 7. "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPU Icig5 EDITION. 1.2. DESIGN : I. 2. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 2. 2. AGI 530/ASGE 5/TM5 402-61ci $ AGI 550, I/ASGE 6/TM5 602-01q SPECIFICATIONS FOR MASONRY STRUCTURES. I. 2. 3. ASTM G270-Q2, G476-a1, AND Gq0-90 5PEGIFIGATIONS FOR MASONRY STRUCTURES 1. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACGOMPANYINO 5UPPLEMENT5. 1. 2. 5. PLYWOOD DE51ON SPECIFICATIONS (APA) I. 2. 6. FLORIDA BUILDING GORE (FBG), 2001 EDITION SHOP DRAWINGS : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWIN65 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAWIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INGLUDE : DRAWIN65 AND GALGULATION5, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO 5UPPORTING TRUSS MEMBERS. 2. DES I GN LOADS 2. I. DEAD LOADS: 2. I. 1. UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF 2. I. 2. UNIT WEIGHT OF REINFORCED CONCRETE : 150 PGF 2. 1. 3. UNIT WEIGHT OF 8" G.M.U. BLOCK 40 PSF 2. 1. 4. IST FLOOR SUPERIMPOSED LOAD 20 P5F 2. I. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS : II P5F 2. I. 6. UNIT WEIGHT OF 2x6 BEARING WALLS : 12 PSF 2. 1. 7. BALCONIES d DECKS: 15 PSF 2. I. b. TILE ROOF TOP CHORD 15 PSF BOTTOM CHORD : 10 P5F 2. I. a. SHINGLE ROOF TOP CHORD 7 PSF BOTTOM GHORD 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2. 2. LIVE LOADS: 2. 2. I. SIDEWALK AND DRIVEWAY LOAD: 200 P5F 2.2.2. GARAGE LOADS : 50 PSF 2.2.3. CORRIDORS AND BATHROOMS: 80 PSF 2.2.4. PARTITIONED ROOMS: 40 P5F 2.2.5. BALCONY AND DECKS: 40 P5F 2. 2. 6. STAIRWAYS AND LANDING5 : 40 P5F 2. 2. 7. ROOF: 20 PSF 2.2. 8. FLOOR TRUSS TOP CHORD MINIMUM : 40 P5F 2. 2. ci. ROOF TRU55 TOP CHORD MINIMUM: 20 PSF 2. 3, RAILING LOADS : 2. z�. I. ALL RAILING 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 SYSTEM'S ARE TO BE DE51ONED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.5.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2.5.4. 2.3.1., 2.3.2 & 2.5.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2. 4. WIND LOADS : 2. 4. I. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. 160E OF THE FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND OUST, EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENGL05ED BUILDING. 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2. 5. DEFLECTIONS : 2. 6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/31 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. STRUGTURAL NOTES DESIGN METHOD 3 1. LOAD FACTOR DES I GN 3. I. I. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN GA5T-IN-PLACE CONCRETE SLABS AND FOOTIN65 3 2. SERV I GE LOAD DES I ON : 3. 2. 1_ THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMIN6 AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3 LORD GOMBINATIONS FOR LFRD DESIGNS THE FOLLOWING LOAD GOMBINATIONS WERE DESIGNED FOR TOTAL OL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3. 4. DES I GN ASSUMPTIONS : 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLE55 SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. RE I NFORG I NO STEEL : 4. 1. I. REINFORGING STEEL SHALL BE A5TM A615-14 GRADE 40, fly = 40 Ksi 4, 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMEN51ON 15 SHOWN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORGING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD 5TRENOTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1.6. DESIGN COVER REQUIREMENT5 G-I-P GONCRETE FORMED AGAIN5T EARTH: 3" G-I-P CONCRETE EXPOSED TO EXTERIOR: 2" G-I-P CONCRETE NOT EXPOSED : 1 1/2" GROUT FILLED MASONRY : 3/4" PRE STRE55ED CONCRETE LINTELS (ADD. REBAR IN) 1 1/2" PRE 6A5T GROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2" 4. I. 7. WELDED WIRE FABRIC (WWF): A5TM AI85-GOo. 4. 1. 8. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATEST EDITION. 4. 2. CONCRETE : 4. 2. I. CONCRETE TYPE MIN. 28 DAY DE51ON (f'c) MODULES OF ELASTICITY DE51ON (E) G-I-P CONCRETE (NORMAL WEIGHT) 2500 Psi 2,550 K51 G-I-P GROUT 2,500 P51 2,850 K51 PRE CAST CONCRETE LINTELS 3,000 P51 3,122 K51 PRE STRESSED CONCRETE LINTELS 5,000 Pal 4,030 Ksi 4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM A6GREGATE GONGRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. 5EE SPEGIFICATION5 FOR ADDITIONAL CRITERIA. 4.2.3. 6ROUT SHALL CON515T OF PEA ROCK (3/e" MAXIMUM A66REGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFIGATION5 FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF GONGRETE FORMING, PLACEMENT AND GURIN6 SHALL BE GONDUGTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDIN.G EXTERIOR WALKWAYS 4 DRIVEWAYS) 3 1/2" MIN. THIGKNE55 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF MID -DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF 9 CONTRACTORS DISCRETION. 4. 2. 1. GONGRETE PLACEMENT PRACTICES SHALL BE IN AGGORDANGE W/ ALL AGI- MOP IQGq STANDARDS. 4. 3. CONCRETE MASONRY FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED @ 8'-0" O.G. MAX, @ BOTH SIDES OF OPENINGS 6'-O" WIDE OR MORE, @ THE HIGH SIDE OF ALL MASONRY WALL STEPS, s @ ALL CHANGES IN DIRECTION OF THE MASONRY WALLS. 4.5.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM CciO-a0, TYPE II NON -MOISTURE CONTROLLED. 4.5.5. ALL CELLS $ CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE A66REGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.1b. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION. LINTELS SUPPLIED BY APPROVED MANUFACTURER: 1) FEGP/OAST-GRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4) LOTT 5) MARION MA50NRY 6) WIEKWA STRUGTURAL NOTES 4.4. STRUGTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING MALLS 5.P.F., fb = 675 P51, E = 1200 KsT ALL EXTERIOR FRAMING S.P.F., fb = 675 PSI, E = 1200 Ksi 4. 4. 1.2. ALL FRAME WALLS TO BE GONSTRUGTED USING S.P.F. , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED 5HEATHING EXP I U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4.4.4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWIN65 TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN AGGORDANGE WITH THE "DE51ON SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE AN5I/TPI I-1a95, HIB-GI AND 05T-88. 4. 4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT GONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. a. ALL EXTERIOR FRAME WALLS SHALL HAVE 7/8" STUCCO FINISH PER A5TM G. Q26. APPLY 3 LAYERS W/ THIGKNE55 OF 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK. EACH, AND 3RD LAYER I/8" THICK. 4. 5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DOWNS SHALL GON515T OF BUT ARE NOT LIMITED TO: SHAPES, ANOLE5, CHANNELS: ASTM A36-36M a4 Fy = 36 Ksi ROUND METAL PIPE: ASTM A55-c14, GRADE B Fy = 55 Ksl SQUARE. METAL TUBING : A5TM A500-cK GRADE B Fy = 46K51 HIGH STRENGTH BOLTS : A5TM A325-Q4 MACHINE BOLTS: GALVANIZED A5TM A307-Q4 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33K51WITH GC10 GALVANIZED GOATIN6 IN AGGORDANGE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.115", IOd = 0.125", 12d = 0.128", Ibd = 0.135". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE GOATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND SPEGIFIGATION5. 4. 5. 7. CONCRETE EMBEDDED 'JBOLT5 USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5PAGING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWN5 USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT. 4.6. M I GRO-LAM LUMBER: 4. 6. I. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,g50 PSI Ft = 1,550 P51 Fr_ = 500 PSI (PERPENDIGULAR) Fc = 2,100 (PARALLEL) Fv = 285 P51 4.7. STEEL: 4.7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DE51ON, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN65". 4.7.3. STRUCTURAL STEEL: ASTM A36-36M G4. 4.7.4. STEEL TUBING: A5TM A500-cK GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 5/16", AW5 CERTIFIED WELDERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUE5T. 4.1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER GOLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THIGKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEOUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. STRUGTURAL NOTES 4. 8. SOIL: 4. 8. I. MINIMUM 501L BEARING PRESSURE CAPACITY OF 2000 P5F. 4. 8. 2. ALL 501L 15 TO BE GI FAN i P015ONED FOR TERMITES PER FBG 2001 SECTIONS 104.2.6, 104.2.7, 1403.1.6, 1503.4.4, 1816, K1163.5, 2503.1.4, $ 2304. TERMITE PROTECTION - PUNS MUST SPEG I FY TYPE OF TERMITE TREATMENT • Soil Chemical Barrier Method • Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEM I GAL SOIL TERMITE TREATMENT 15 USED I. FBG 104.2.E - "A permanent sign which identifies the termite treatment provider and need for re-inspectlon and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. FBG 1503.4.4 - Condensate and roof downspouts shall discharge at least I'-O" away from the building side walls. 3. 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.E - To provide for Inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitiou5 finish less than 5/8" thick adhered directly to the foundation wall. 5. FBG 1816.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBG 1816.1.2 - Soil disturbed after the Initial treatment shall be retreated including spaces boxed or formed. 7. FBG 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. FBG 1816.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment i5 required. a. FBG 1816.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBG 1816.1.E - Sall treatment must be applied under all exterior concrete or grade within I'-O" of the structure 5idewalls. II. FBG 1816.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBG 18I6.1.7 - All buildings are required to have pre -construction treatment. 15. FBG 0I6.1.7 - A certificate of compliance must be issued to the building department a licensed pest control company before a certificate of occupancy will be issued. e certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment 15 in accordance with the rules and laws of the Florida Department of Agriculture and Gonsumer Services". 14. FBG 2303.1.3 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This Includes all grade stakes, tub trap boxes, forms, 5horing or other cellulose containing material. 15. FBG 2505.1.4 - No wood, vegetation, stumps, cardboard, trash, etc., shall be buried within 15'-0" of any building or proposed building. 4. 8. 3. 501L 15 TO BE COMPACTED TO 515% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-ci I ATTENTION: CHEMICAL CHANGES iN PRESSURE TREATED WOODS AS OF DECEMBER 315T, 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 RESPONS151LITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, C5A-A, OR CA-5 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM 50RATE (SSX) DOES NOT. AlREMSED 08-15-03 AoCREATED 01-02-02 120 MPH 3 SEC. GUST ❑ SAMUEL A. G PREEN£3ERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. 460122 ❑ IRLUiN J. SENSON, P.E. 04-1 ❑ AL I A515AS HAKIM, P.E.. 056l Sro TO THE BEST OF THE ENGINEER'S 104OWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GIST, EXPOSURE 'S' WIND ZONE (2001 EDITION). T1416 DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SK,NED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. T- T_ i F O E C.10 m 1 11 12 INSULATION TYP.) VARIES BAFFLES 1/2" HIGH STRENGTH CD GYP. BOARD OR 5/8" WALL BOARD W/ DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS R30 MIN. BATT OR BLOWN INSULATION 1x2 P.T. HORIZONTAL NAILER / STD. 90° HOOKJ (SEE DETAIL) R4.2 MIN. INSULATION ON EXT.. BLOCK WALLS 1 x2 PT WD FURRING --,------ @ 24" 0. C. 1/2" GYPSUM WALLBOARD U.N.O. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS — /ROOF COVERING �( 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN2 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x4 SUB FASCIA 12" U.N.O. 12" ALUMINUM VENTILATED SOFFIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH ,zss�I (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1 x4 P.T. BASE NAILE AT EACH NS (FILLED COELLPTOYPICAL 3 1 /4" BASEBOARD Am 6x6 W1.4xW1.4 WWF F STD. 90° HOOK OR FIBERMESH Lr (SEE DETAIL) CONCRETE SLAB WITH BROOM MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES CONC. SLAB 17 ,. � ° Z / 6 MIL VAPOR \\ P/\/ N BARRIER .o- (2) #5 REBAR CONT. 3 MIN. CLR./ CLEAN POISONED AND COMP. ON 3" CHAIRS TYP. 1'-4 SOIL. (COMPACTED TO 95% MODIFIED U.N.O. PROCTOR ASTM D1557) HUID CO"IPLIANT T11PIC,4L WALL SECTION NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMATION SIMPSON SP1 CONNECTOR NOT TO 5GALE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. W/ 2"Ox3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLATE 6X6 W1.4XW1.4 WWF OR FIBERMESH 3 1/2"- 4" o /\/\\ \ \ D MIN. (2) #5 C0NT. ��\/j�\/�� /�j\ NOTEILTI 1/2"0 KWIK BOLT 11 W/ 6" EMBEDMENT MAY BE » 11-4» 8" USED IN LIEU OF ANCHOR BOLTS. TYFICAL INTERIOR 5E,4RINC-; WALL 5G4LE: 3%"=1'-O' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 6X6 W1.4XW1.4 WWF OR FIBERMESH V MIN. GRADE �(1) #5 CONT. T'*'FICAL THICKENED SLA5 EDGE ELEV. VARIES jM 1" x 2" FURRING 1" x 6" ROUGH SAWN CEDAR 2x U.N.O.4 SPRUCE SUB FASCIA :" 12" ALUMINUM VENTILATED SOFFIT ALTERNATE E,45CIA SCALE: 3/4" =1'-O" CONTINUOUS TO FOOTER BELOW 9O" HOOK DETAIL o KO. BLOCK LOAD BEARING OR EXTERIOR WALL 1/2"0 ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER (1) SIMPSON SP1 TYP.—\ 1 x4 P.T. BASE NAILE /- (1) #5 VERT. IN FILL CELLS 3/4" BASEBOARD w (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI Z v -' 4%4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWFB N (n/ EACH FILLED CELL TYPICAL OR FIBERMESH Q 1 HEADER BLOCK U.N.O. dI fig - I �/\ \ GRADE Z N 6 MIL VAPOR BARRIER CLEAN POISONED AND COMP.//\// NOTES: 00 SOIL. (957MODIFIED PROCTOR `� ° \//�\//��% 1. FILL ALL CELLS BELOW GRADE WHEN WHEN STEM WALL IS LESS THAN 40" PER ASTM D1557) 3 MIN. CLR. STD. 90' HOOK ABOVE GRADE. (2) #5 REBAR CONT.-IX1 -4» (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN ON 3 CHAIR 40 HIGH CONSULT ENGINEER. ALTERNATE 5TE1"IWALL FOOTING 5C,4LE: 3/4' =1 ' -O" cJ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 1/2" MIN. PLYWOOD SHEATHING NAILED —� S.P.F. STUDS @ 16" O.C. W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 2x STUD 6' O/C EDGES, AND 12' O/C FIELD. I 8" C.M.U. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. I (2) ROWS OF 2x BLOCI, I I 1"x P.T. STUD @ THIRD POINTS #5 VERT. IN FILLED CELL 1/2"0 x s" "J" BOLT ®24" o/c W/ 2"OX 3/16" PLATE WASHER TYPICAL 1/2" x 6" "J" BOLT NOTE: LT 1/2"0 KWIK BOLT II @ 24" O.C. VERT. W/ 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. 2x P.T. PLATE 6x6 W1.4xW1.4 WWF OR FIBERMESH N p . 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1 II I n L_________�I r----�r------ II Il II n 11 11 ___JL____ ___ _�L__=_ _-___-L_==_ _____ _-------- --- �r----- -ter--- FIRST BLOCK TO BE 1 u 11 I II u u u u u u n n II II II II SET IN MORTAR I it L__ _ —_ r-------- ter- II II II II L __— _____JL _—__--___JL=_ _ _____..1 ____ -ter----------it----- �r---- » n .. 8 x4 x16 NOMINAL i ii I u ii ii d- ii u 11 u ii 3/8" MORTAR BETWEEN BLOCK WITH 3/8" 1 11 L—____JL 11 11 _ ___..AL-----___—JL-------_ -T --- SLAB & BLOCK r-----Fr----- MORTAR BETWEEN If �r=---------ir----------Tr--- COURSES I II 1 n II II (' II u u i n 1 u u 11 1 11 ELEV. 0'-0"� L ----__JL_--___—_ JL _ _ ____JL__-- _ » ELEV. -0 -5 1 /4 I II ---------- - II 11 -----i�--------- e A.F.F. CD A.F.F. 4. d .a d ° ° a . a. .. a. ' . , ° °' ELEV. -0'-4 1 4" z z 2"x6" RIPPED TO ACTUAL 4 1 /4" WIDE. a a A.F.F. o '`' p o `.°OR 2"x4" WITH 3/4" FURRING d' a ° a °: o a . ' d: 1 I' . .. ° ° .° .. e a v c a' `.GARAGE DEPTH a .' a ° ; : a. VARIES d ` n o' d Q a ° \\ \\ \ A p � ,t> � FINISH BADE 6 MIL VAPOR BARRIER \\ \ CLEAN POISONED AND COMP. • /\/\\ SOIL. (COMPACTED TO 95% MODIFIE GAR,4GE 5L,45 AT STEP B SCALE: 3%"=1'-O' Sj 20" MIN. LAP Ilk 3 OR #4 REINFORCING BAR —2x STUDS @ 16" O/C #3 4 #4 LAP SPLICE R11 25" MIN. LAP /-7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" 05 REINFORCING BAR OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. *5 LAP SPLICE MPSON SP1 @ EA. STUD 36" MIN. LAP 2X P.T. PLATE REINFORCING BAR #E, LAP SPLICE PROCTOR ASTM D1557) FRAME WALL TO C.M.U. WALL CONNECTION 5GALE: 3/4"=1'-0" 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 _ ELEVATION 0'-0" °O TOP OF SLAB 00 E IN 15H TEXTURE 5RE,4K &GALE: N.T.S. S 1 3/4" RECESS FOR S.G.D. EXPANSION JOINT-\ i #5 CONT. 4» " 7%'rf=IC4L EXTERIOR F-R,4t' IE WALL FOOTING E SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3%4'=1'-0' '51 P.T. 2x4 1/2" GYP. BD. SOLE PLATE HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD z SEALANT 0 �-' BLOCK WALL BEYOND ° ° ¢ -4„ INTERIOR dp d d e OIL ^ ° ARIES H.D. RECESS HILTI X-CF NAILS @ 12" O.C. STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH 3 1/2" MIN. PLATE TO CONCRETE OR EQUAL CONCRETE SLAB z \ cV — a #5 REINFORCING BAR -' R 1 7/8" 05 STD. 90' HOOK RE5,4R DET,4ILS F SCALE: N.T.5. Cj j 2X STUDS @ 24" O.C. U.N.O. 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. GARAGE 19 —SEALANT BEAD U.N.O. SEALANT 6X6 W1.4XW1.4 WWF OR FIBERMESH I — — — — — = /%/%/// 3" MIN. CLEARANCE 6 MIL 8" 1'-4" 8 VAPOR BARRIER (2) #5 CONT. V-4" ON 3" CHAIRS (TYP.) GAR,4GE DOOR 5L ,45 RECE55 5GALE: N.T.5, SEE A/S1 FOR MORE SLAB INFORMATION 6X6 W1.4XW1.4 WWF OR FIBERMESH �a- I o I z d I Ng a. (2) #5 CONT. n 1.— n OPT ION *I (2) #5 STEEL (CONT..) ON CHAIRS INTERIOR UJALL 5LA5 STEP NON —BRCS. SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3%"=1'-0" 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. d- �— —° Q00 6X6 W1.4XW1.4 WWF /\ \ \ OR FIBERMESH (2) #5 CONT. n n r— » n (1) #5 CONT. OPTION #2 5L,45 STEP 4 RECESS e S.C.D. &GALE: 3/4"= I'-O" SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI MASONRY WALL ANDS PAD FOOTING 8" MASONRY WALL— CONT. FOOTING STEEL- 6" MIN. GRAD / FOOTING DEPTH SEE SCHEDULE PAD REINFORCEMENT (SEE SCHEDULE) Jtt JVhtUULL MASONRY WALL AND PAD FOOTING EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. 3 1/2' MIN. FOOTING BEYOND 3" MIN. CLEARANCE PATIO COLUMN PTG_ DET4I 5GALE: 3%N.T.5, SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) S.P.F. DOUBLE TOP PLATE-J \-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END 1/2" CDX PLYWOOD OR 7/16" 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. O.S.B. SHEATHING REVD. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICATED ON THE PLAN. WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ @ 3rd PTS FOR WALL HGT. > 8'-6". BOUNDARIES, 6" O.C. @ EDGES, 1 g AND @ 12" O.C. @ FIELD SIMPSON SP1 CONNECTOR 1 /2"Ox8" ANCHOR BOLT @ 24" O.C. 2x P.T. BOTTOM PLATE W/ 2"Ox3/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF 4" MIN. OR FIBERMESH p — —"4 G pD . r. p ' \ j. 3 1/ 2"-4 00 3 1/2'. 2»-4"�� MIN. MIN. (2) #5 CONT/4" 1'-4" » U.N.O. MIN. T1'PIC;AL BEARING UJALL a STEP rc 1 NOTE: SCALE: 314"=1'-O"J' SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1/2 t, MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT 11 EXTENDS UP STUD. W 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR SIMPSON SPVS ARE NOT BOLTS. REQUIRED W/ THIS ALT. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO S.P.F. DOUBLE TOP PLATE-' \-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END 211x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR 19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1 /2"Ox8" ANCHOR BOLT @ 24" O.C. SIMPSON SP1 CONNECTOR W/ 2"Ox3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF 4" MIN. OR FIBERMESH 00 D pD' 3 1 2"-4"�� a a j /�\ MIN. MIN. (2) #5 CON /» o n n U.N.O. MIN. 4LTERNATE T rf=IC,4L 5E,4RING WALL e STEP UJ/O 5�4EAR WALL CC NOTE: SCALE: 3/4"=1'-0"rjj SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1/2" MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1 /2"0 KWIK BOLT II EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR REQUIRED W THIS ALT. BOLTS. ❑ 5AMUEL A. GREENBERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. '049-155 ❑ ALI ABBAS HAKIM, P.E. `I`56-186 TO THE BEST OR 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 16 SIGNED AND SEALED. AoCREATED 01-02-02 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. NSCO ENGINEERING, P.A. PA. SOX 3400 - APOLLO BEACH — FLORIDA — 33512 12 0 MPH PHONE - (813) 645 0166 PAX - (813) 645 S&W 4410 OTHESE ACUENT ONTHISSAND PROJJECT.SIGNS ARE THE JOINT ANY REPRODUCTION OR PROPERTY UNAUTHORIZED NUS� IS PROHIBITED. - 2ND THE 003 3 SEC. GUST SEAL L,ENNAR HOMES SCALENoTED DRAWN B.Y. TAMPA DIVISION DATE 1/2/02 N: /BLOCKS/STD 2001 SECTIONS, DETAILS, NOTES SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 61 r it 0 V r d zm Ju 3- m .x ID m m 10 s � x 12 RE -ENGINEERED WOOD TRUSSES @ 24" O/C " MAX. GIRDER TRUSS W/ OOUT BLOCK NOTCH LINTEL WHERE REQUIRE 1 FOR CONCRETE PLACEMENT " PLIFT CONNECTOR (SEE SCHEDULE) PREFAB CHIMNEY CAP SIMPSON SEE ELEV. OUBLE 2"x4" S.P.F. TOP PLATE SIMPSON H5 AT FLASHING H TT16 TYP. " 7/8 STUCCO FINISH PER ASTM C. 926 EACH JOINT TYP. 2"x4" BLOCKING (SEE MANUF. ATTACH BLOCKING IMPSON MTS12 ®EA. CORNER SPECS. FOR MINIMUM DISTANCE) TO TRUSSES _W/ SIMPSON SLOPE APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" — TYPICAL A34 ANGLE PICAL RE -ENGINEERED EXTERIOR FINISH OVER METAL LATH. FIRST 2 LAYERS 3/8" QQ wooD TRUSSES THICK EACH. 3RD LAYER 1/8 THICK. PREFAB CHIMNEY f 2X TOP PLATE CRICKET AS REQUIRED az �rr o / } REFAB CHIMNEY ASSEMBLY BLOCKING @ MID POINT WHEN a C�CKETI /� ~ � 5/8 THRU — — .�. - o w" Q a CHIMNEY EXCEEDS 6'-0" IN HEIGHT �, ` BOLT ---- =Z GALV. METAL =� o FLASHIN I — — A 1 /2" SHEATHING OR O.S.B. . 2"0" STUDS @ 16" O.C. MAX. SIMPSON SP2 @ EA. STUD N= Q 2"X4" 0 ts" O.C. MAX. "x4" BLOCKING TYP.�� MTL. FLASHING SIMPSON HTT16 2 X B.U.0 CRICKET RTORTRUSSSSSWITH TOP CHORD TYP. FASTENED 8d COMMONSS kGALV. 6 RO/CAEDGEES & 8/ O/C FIELD TES =: o n TY (C,4L CHIMEY DET,4IL5rFN� SECTION - PSON MTS12 ®EA. CORNER TY{=IGA HTTI(o TO STD. 90' HOOK 2 x BUILT-UP COLUMN FILL CELL BOND BEAM CONT #5 BAR o 8-16d NAILS CONT. #5 ° ° 5/8"Ox8" "J" BOLT OR 5/8"0 HILTI KWIK BOLT 11 BAR sTD. 9o• = W/ MIN. 8" EMBEDMENT HOOK 9 d I SGALE: 3/4"=1'-0" OUBLE 2%4" BLOCKING SCALE: N.T.S. S2 BUILT-UP COLUMN DETAIL NOTES: �1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. �55 ��NT FROM F UNNpD TION 2X4 PT STUDS ®16" O.C. OR (1)2X4PT STUD S2 2 VERIFY THAT ALL REINFORCEMENT 4 OPENINGS LESS. THAN OR EQUAL TO 6'-0" 'TO HIGHEST BONS BEAAA� 51MP50N STRONG @ 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 HAS BEEN PLACED PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTTI& N PT STUDS UNDER HIP CARTER/GIRDER TRUSS _ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. BOND SEAM STEP DETAIL MAIN SPAN ROOF TRUS SIMPSON HUSC48 CONCEALED FLANGE ABOVE 1) SIMPSON LSTA14 SGALE: N.T.S. �J2 UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 10d INTO BEAM & c 2X4 BLOCKING � 24 0/C STAGGERED (TYP.) TYi�ICAL FILLED SGALE: N.T.S. S2 SIMPSON META20 ® EA. STUD " SEE FLOOR PLAN NOTES L INTEL ASSEMBLY /(6) 3/16 X 1 3/4 TAPCONS 10d NAILS @ 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 ,45OVE MASONRY WALL DETAIL E 5C,4LE: N.T.S. 52 ii/TYPICAL VENT OR 2ND FLOOR C.M.U. WALL (2) 2 X 8 BEAM TRANSOM OPENING 7'-4" A.F.F. PRECAST RECE S LINTEL (FILLED) #5 REBA DOOR OPENING •+ •• • - OPENING CELL W/ (1) #5 VERTICAL--,zlI1m,m III 19IISTD. �lillIN I11 - 1111M 0 Mill Milli - i11= - --- ---- ------ WWII! MEN MilliFILLED -- ------- ----- O.C. STAGGERED z A TRANSOM— FRAMING SIMPSON DTC @ 0 o r- EA. BLOCKING 16d NAILS ® 16" o/c TYP. 2-ROWS 16d NAILS STAGGERED ® 16" O/C EACH FACE OR 3-SOW 16d NAILS STAGGERED C� 16 0 C FOR 2"x10" OR GREATER HEAD R SCALE: N_T_5_ S2 SIMPSON STC W/ TRUSS BOTTOM CHORD OR EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5/8", 8" 7 5/8" 8" 7 5/8�` 8" PLYWOOD 2X8 WALL TOE NAILS @ EACH END (24" O.C. MAX) o E SHEATHING ABOVE ENTRY 1 cJ2 K.O. BLOCK (1) 2"x4" CRIPPLE FOR OPENINGS 6'-0" OR DOUBLE HEADER W/ 1/2" B W/(1) #5 CONT. FILLED LESS & (2 2" X 4" CRIPPLE FOR OPENING 2 FLITCH PLATE U.N.O. 1/4" MIN. SPACE SOLID AREAS ARE STEEL AND ❑ SOLID AREAS ARE STEEL AND & 6'-0" OR GREATER 2x TOP PLATE ❑ GROUT ❑ GROUT PLYWOOD ANCHOR BOLT �(LL qqN� l�cK'NG AS RWIRED FA TENED TO OTE: 2-16d NAILS @ INTERIOR WA SAW CUT TO 10 1/2" SAW CUT TO 10 1 2" / FULL 8x8x16 BLOCK MASONRY SHEATHING HEADER W/ & 16d 0 16" O/C UNLESS N OTHERWISE 24" O.C. OR EQUAL TO TRUSS WALL BELOW NCHOR BOLTS @ 24" BOTTOM CHORD OR BLOCKING CAN BE USED IN LIEU OF SIMPSON CL-DOOR OPENING— — —DOOR OPENING - — OPENING—CL O.C. MAX. (MIN. (2) ASONRY WALL PER BOTTOM PLATE) © 2"x4" STUDS TYP. STC STRAP 2x STUD @ 24" O.C. MAX. ,/ ■ ❑ ■ ❑ -DOOR 1/2 MINIMUM CEMENT FINISH FILL THIS CAVITY WITH © FILL THIS CAVITY WITH FILL THIS CAVITY WITH SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs) GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED GRAVITY CAP = 1262 Ibs) EE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR EXTERIOR WAL FLOOR GRADE TO ❑ FLOOR GRADE TO FLOOR GRADE TO c CONNECTIONS EQUAL @ 12" O.C. STAGGERED ❑ LINTEL ABOVE. LINTEL ABOVE. ❑ LINTEL ABOVE. STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SIMPSON SIMPSON SIMPSON FROM BOT. PLATE TO CONCRETE LINTELS ,4T ENTRY A35 THREADED 3" DIA. EXTENSION .. R r X6 W1.4XW1.4 WWF ❑ Fol A35 SP2 7/V/V�� 0,P.T. BOT. PLATE ----------— --- ---- 1/2 GYPSUM BOARD DOOR W/TRANSOM I DD 2X4 TOP 2x P.T. PLATE 1ST COARSE 2ND COARSE 3RD COARSE W DRYWALL SCREWS * UPLIFOR FIBERMESH / NOT TO SCALE PLATE REQUIS2MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE FOf�Ob'i�IAN�FDUGAP (3" DIA.) @ 8" O.C. OR 4d -��\\ OVERLAPPING BEARIN�_ �_ _ COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE DRYWALL NAILS ��\ \ — — — \ c WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. DOOR JAMB \ NAILED INTO LOAD BE,4RINC�/EXTERIOR \ `\ TRANSOM 10d NAILS @ 6" WALL HEADER DETAIL Q TYPICAL INTERIOR NON-5EARING WALL DETAIL � MA50NRY LAYOUT 3-1/4" LONG X 3/16"0 TAPCON. _ \ \ FRAMING STAGGERED SGALE: N_T.S. S2 SCALE: N.T.S. S2 SCALE: N.T.S. S2 INTO BLOCK@ SPACING PER MANUFACTURE TRANSOM FRAMING 1 X4 P.T. SEE SECTION AA/S1 AND 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 10 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 MIN. EXTENSION FROM EXTERIOR11 DOOR JAMB W 1 4" X 2-1 2" S.D.S. NCHOR BOLTS @ TYPICAL GARAGE DOOR SCRAP MATERIAL MAXMUFACE OM EXTENSIONLOCK WALL FROM EXTERIOR WOOD SCREWS INTO P.T. @ 12" O.C. RECESS SIMPSON SIMPSON 35 24" O.C. MAX TRACK MOUNTING DETAIL i< TYi=ICAL SECTION TI--IRU UJINDOUJ FACE OF BLOCK WALL IS 2 1/4" TO DRAIN LINTEL A35 SGALE: N.T.S. SZ J 3/16"0 X 3" LONG TAPCONS STAGGERE 1X a 2X4 P.T. SGALE: N.T.S. 52 = o @ 16" O.C. 2-ROWS INTO MASONRY °a PLATE THROUGH 1x4 P.T. & lx8 P.T. L1 X 8 P.. 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS TO WALL CLEAN -OUT GARAGE DOOR ACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALLOW 'a' 1-1 /2" DETAIL FOR WATER SHED. SCALE: N.T.S. 3/16" x 3 -1/2" TAPCON " ARAGE DOOR TRACK KEEP STIFFENER BACK FROM SIDES ENOUGH SZ ANCHOR BOLTS @ 24 O.C. MAX. SIMPSON SIMPSON GARAGE DOOR ROLLER 2x4 (NOM.) TO ALLOW SPACE FOR FLAT MASONS TOOLS DOOR JAMB W 1 /4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) B A35 CONNECTION ASSEMBLY TOP SPLICE @ 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDAl10N FOR CONSTRUCTION OF THIS FORM. ANY TRq VEL DIR� TION OF ;`:: ; `::.:;'::: MATERIAL OR CONSTRUC11ON METHOD MAY BE USED PROVIDED END • 1X4 P.T. SIMSPON META 16 (SEE PLAN FOR SIZE) GARAGE D�OR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING. OUBLE 10d 2X4 STUDS @ 24 O.C. •• ) 2�n 2 1Z4 DETAIL 2 X 8 P.T. C 2'-0' • MAN 1/2" DRYWALL 1X4 FURRING SIMPSON SIMPSON SIMPSON A35 SP2 A35 • 1 od @ 8' o/c 10d NAILS @ 4" 1 /2" ANCHOR BOLT @ • DOOR JAMB W 1 /4" X 3" S.D.S. -T STAGGERED 24" O.C. MAX. MIN. (2) 1X4 � PECTIONER TTOM PLATE 2X4 P.T. 3/16"0 X 3-1/2' LONG TAPCONS STAGGERED X8 .Z` \\ - PLATE ��\ NAILED INTO b STAGGERED @ 16 O.C. 2—ROWS INTO MASONRY 1X8 .. �`\�\� OTTOM SPLICE OVER STUD THROUGH 1x8 P.T. & 2x8 P.T. `� FRAMING TRANSOM FRAMING \N, PLYWOOD NOTE: PLATE LENGTHS MUST BE 1 X 4 FURRING 3 D ETA I L SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d GOMMON SIMPSON A35 ` WIRE NAILS @ 4° O/C BOUNDARIES AT LEAST 8'-0" LONG. TYPICAL 1/2" DRYWALL—j BB/S1 FOR ADDITIONAS 6" O/C EDGES & 8" O/C FIELD TOE'' PL ATE Si=L I CE DETAIL M iZ-// DETAIL F DOOR JAMB W 1 /4" X 4-1/2' S.D.S. 12" O.C. SGALE: N.T.S. S2 SIMPSON SP1 10d @ 12" O.C. 1 4 2X2X8 P.T. WITH" 3/160 X 3" LONG TAPCONS LINTELS A35 SON SIMPSON A35 A STAGGERED @ 16 O.C. 2—ROWS INTO MASONRY 2X8 SIMPSON LSTA12 @ 24" TRANSOM OPENING 7'-4" A.F. . PRECAST RECESS LINTEL FILLED #5 REB DOOR OPENING _ GARAGE ENTRY FORM DETAIL `I' I SCALE: N_T.S_ POURED CONCRETE BASE FOR NOPOSITION BASE SHOWN BLOCKS WALL. RECESSED BOTTOM „OF MOUNTING BASE AND WATER SHEDGFORWARD TO BE 2 ABOVE FINISHED THIS DRAWING. THIS FLOOR. 2x6 MOUNTING BASE PARTIAL INTERIOR ELEVATION 8x8x16 C.M.U. SCALE: N.T.S. , ..;: GARAGE FLOOR MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK IS MOUNTING 8,45E DETAIL POURED IN PLACE CONCRETE SCALE: N.T.S. GARAGE FFLOOR SLAB TREEWGENER I LH DOUBLE 2x TOP PLATE STAGGERED (FOR SHORT °�4+24+5 3-1/4 DETAIL a 4. d . a aa. SIMPSON META16 (UPLIFT CAP = 1500 LBS) A NOTES SAMUEL A. GREENBERC•c, P.E. SPAN PROVIDE 2 STRAPS ON a SLOPE FORWARD FOR DRAINAGE ❑ TI H. NU1'NN, P.E_ #60122 EACH END MIN.) �3UILDOUT a OVER SIzE DOOR- 2X8 P.T. BOTTOM PLATE FRAMING DETAILS LINTELS AT ENTRY 2x BLOCKING @EACH END W/ 10d u%INDOUJ ROUGH OFENINGS CC D 301 E ENTRY FF DOOR UJ/TR,4NS01`�1 WI' ❑ IRUJIN J. BEN50N, PE. �9i58 x 3" @ 4" O.C. FROM EACH HEADER NOT TO SGALE SZ ANCHOR BOLTS @ 24" O.C. MAX. (MIN. NOT TO SGALE NOT TO SCALE S2 S2 ❑ AL I ABBA5 HAKIM, P.E. *56156 FACE TO BLOCKING (2) PER BOTTOM PLATE) sEE PLAN FOR F0011NG TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE (2) 2x HEADER DIMENSIONS `' STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 2 x 8 P.T. BUCK -CONNECT TO BLOC K SECTION 2 x 8 BUCK - CONNECT TO BLOCK WITH 3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) SECTION FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 'B' 2x BOTTOM PLATE W/ (1) 10d X 3" W/ 3/16" x 3 1 /4" TAPCON A -A " B-B GARAGE ENTRY FINISI�ED GUST, EXPOSURE WIND ZONE (2001 EDITION). VARIES @ 12 O.C. TO EACH HEADER FACE ( 1 1 /4" MIN. EMBEDMENT INTO 1" BLK.) 4 MAX. SOLID BLKG. AT TOP 2 -0 & BUCK g r-1 MAX. 2,-O, 8� M,45ONRY DETAIL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE BTWN. ARCH BLKG. HEADER SOLID BLKG. AT TOP DATE IT IS SIGNED AND SEALED. M 2 X �o �I II�.� �� 3/16" x 3" TAPCONS 1 X 4 FURRINGBLOCK BTWN. ARCH BLKG. & BUCK SCALE: N.T.S. S2 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS WALL HEADER DETAIL 1 X 4 FURRING 00, �-8 BUI��S AT S" O.C. / A ` DRAWING ONLY. BLOCK HEADER * 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W� (2) 10d L SIMPSON LSTA12 @ 24" (2) 2x4 TOP PLATE STAGGERED (FOR SHORT (4) 1Od NAILS INTO 2 x 8 BRACE/ BLKG. LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR PROVIDE 2 x 8 DIAG. BRACE BTWN. VERT. BRACES WHEN NAILS AT EA. E D PROVIDE 2 MIN. ( ) TAPCON AT EA. SIDE D AN eC;0 1/2" DRYWALL INSULATION TO BE INSTALLED BUCK - (1) WITHIN 1 REVISED 08-15-03 p SPAN PROVIDE 2 STRAPS ON 2 x 8 4S DIAGONAL HGT. OF BRACE EXCEEDS 24" EN ��EER�N�� I - EACH END MIN.) 2 x 8 45' DIAGONAL 7/16" OSB CE OF ARCH W/ 10d BRACE A-T EA.XED 2 x 8 VERT. LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR 4" MIN. OF START OF ARCH AoCREATED 01-02-02 PA. BOX 3400 - APOLLO BEAD -I - FLORIDA - 33512 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT E4. BRACES) INSULATION TO BE INSTALLED P�-TONE - C813) 64£� 0166 FAX - (813� 6�S 9698 POLY -CELL IN THIS AREA 2 O MPH E� 10 ©THESE DRAWNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. 2003 BUILT UP PLWD. BUCK - (4) 10d NAILS INTO 7/16" OSB 3 S EC.' GUST - „ � SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILM UP PLWD. BUCK---(NOTCH)BACKSIDE ARCH PANEL �2� 2x HEADER W/ ARCH CONNECT W/ Sd NAILS SCRIBETO START OF A � � SEAL �ENNAR WOMES M PLYWOOD FLITCH 2 X 4 FIR PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) IE 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 10d NAILS 4' MAX. RAD. WALL t4E AD E R DETAIL INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 10d NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SCALE NOTED DRAUJN S.V_ ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS THRU OSB INTO 2 x 8 START OF ARCEQUAL ANCHOR INTO ARCH BLKG. EQUAL TAMPA DIVIISION DATE 12/12/02 N: /BLOCKS/STD 2001 III I I /� I WALL_ ; 4EADER DETAILS PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD. THK. OR MORE BUC PER INSTALLATION DETAILS ARC,i4 DETAIL r5-5*� ARCH DET,4IL NOT TO SGALE ,L 4 DETAILS OR THRU 1-1/2" WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE 52 SECTIONS DETAILS+ SECTIONS, DETAILS, NOTES SCALE: N.T.S. 82 S2 DE JOB NO. PM - 502"1 62 iol a a� s 9 mAlc Go m w o � Q P ` 0 r /--BACKNAIL W/ (2) 16d NAILS I SEE STRUCTURAL SCHEDULE FOR NOTES AND NAILING SHEATHING DETAIL 2"x4" OUTLOOKER ® 24" O.C. "` """" " '�` "` "` ""'" " ""`""� SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS (OPTIONAL - SEE ELEVATIONS) 2"x4" OUTLOOKER ® 24" O.C. SIMPSON H10 OR EQUAL 0 EA. OUTLOOKER IF 7.— 11 TOP CORD BLOCKING FOR FIRST FOUR ROWS 45° OF TRUSSES ®EDGES OF SHEATHING TYPICAL TOP CORD BLO CKIN FOR FIRST FOUR ROWS DOUBLE TOP PLATE 2"x4" CROSS BRACE I SIMPSO H10 OR EQUAL OF TRUSSES EKG S OF SHEATHING TYPICAL I I\\ 2"x4" CROSS BRACE AT RIDGE FASTENED I 0 EA. CUTLOOKER AT EACH JOINT W/ 4" MAX. I 24, MAX. 7/8" STUCCO FINISH PER ASTM C. 926 SIMPSON APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" LSTA12 0 EA. S D AT RIDGE FASTENED AT EACH JOINT W/ (2) 1Odx3" I "L" BRACE TO EXTEND AT LEAST INIMUM 2"x4" CROSS OVER METAL LATH. FIRST SAYERS 3/8° (2) 10dx3" ( 90% OF WEB LENGTH (SEE TABLE) 7/8" STUCCO FINISH PER ASTM C. 926 BRACING (SEE PLAN THICK EACH. 3RD LAYER 1 THICK. ' 2X6 FRAMED WALL - SEE APPLY 3 LAYERS W/ TOTAL THICKNESS"7/8 " FOR LOCATIONS WALL SECTION FOR SPACING 2"x6" P.T. SILL OVER METAL LATH. FIRST 2 �AYERS 3/8 I o do 1/2" CDX PLYWOOD OR 7/16" THICK EACH. 3RD LAYER 1 8 THICK. ABLE TRUSS 2) 16d PER JOINT w 2"x4" PANEL BLO KING 0 48" O.C. OSB SHEATHING ATTACHED W/ 10d OSB t FOR THE FIRST (4) ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. 2"x4" PANEL BLOCKING ®48" O.C. I 1/2" CDX PLYWOOD OR 7/16" OSB < _ FROM EA. END ATTACHED W/ (2) .TOP &BOTTOM FIELD 16-d TOENAILS FOR THE FIRST 8'-0 OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. (2) 16d NAILS FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD 2%4" BLOCKING ' . ATTACHED W/ (2) 16-d TOENAILS I 10dx3"0 3" O/C THROUGH \_cONTINUOUS T CHORD INTO 2"x6" P.T. PLATE x4 BOTTOM CORD BRACING 1"" MIN. 5/8" OR 1/2" CEILING DENSE 2%4' T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH 2"x4" "I" ON TOP OF PANEL WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" ® 4" O/C FASTEN WITH DRYWALL SCREWS COMPLYING WITH BLOCKING, PAP ill TPAP �I ASTM C1002 FOR FIRST 8'-0" 10dx3" ® 4" O/C MOISTURE BARRIER NOTE: 11 > BRACING S3) !u X 8 , 0 � 0 Z w _ w 0 � r X � I- C'i u.t END JACK 11'-0' MAX. v9 o x CORNER JAC * d Y U w z O * * FROM END WALL 0 4 O/C TYPICAL 5/8 OR 1/2 CEILING DENSE SIMPSON META20 OR EQUAL GROSS BRACING DETAIL J 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING TOP & BOTTOM CORD GYPSUM WALL BOARD FASTENED ® 4'-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING WITH 8d COOLER NAILS OR 1 1 4" LONG 2"x4" LEDGER (MATCH BOTTOM DRYWALL SCREWSCOMPLYING NTH AS C1002 SCALE: N.T.S. j j THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR FOR CHORD SLOPE OF ADJACENT TRUSS) 0"® FROM M END TYPWALLICAL 2) T BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UFLIFT CONNECTIONS — HIP �R,4t LING BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. * USE SIMPSON META20 (OR BETTER) CONNECTORS 5CI O�f 1/2"0 ANCHOR BOLT 0 48" O.C. 5 �� (� L (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) i `t 3 MINIMUM 6" FROM PLATE SPLICES REQUIRED MINIMUM PERMANENT TiRUSS BRACING PLAN CONNECTORS 0 FRAME WALLS & SIMPSON H5 W/ 3/16"x2''O PLATE WASHER AS PER HIB 91 SCALE: N.T.S. @ HIP JACK TO FRAME WALLS. SCALE: N.T.S. �j3 SCALE: N_T.S_ 53 53 SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKING SCHEDULE FOR SHEATHING DETAIL 2x4 BLOCKING ®48" O.C. BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER ® 24" O/C "BRACEI i 16d NAIL M cq x 7/8" STUCCO FINISH PER ASTM C. 926 ATTACHED W/ 10d NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" ® 4" O.C. TYPICAL Z THICK EACH. 3RD LAYER 1 8SAYERS 3/8" THICK. I PRE-ENGINEEREDOVF-RLAP TRUSS $RACIN-i OVER METAL LATH. FlRST TOP CORD BLOCKING FOR FIRST FOUR ROW I IMPSON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6' OVERLAP ;DI 2 II OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I ® EA. OUTLOOKER GABLE TRUSS WE 2"0" CROSS BRACE I 4" MAX. AT RIDGE FASTENED DOUBLE "L" BRACING DETAIL�j I AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST (2) 1063" I 90% OF WEB LENGTH (SEE TABLE) SCALE: N.T.S.j3 ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OSB SHEATHING ATTACHED W/ 10d 2x4 T BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING ®48 NAILS ®6" O.C. EDGES AND 12" O.C. 2x4 BLOCKING 48" O.C. (D = 0.148", L = 3" OR EQUAL (D = 0.207" L = 4 1 2" OR EQUAL FOR THE FIRST (4) ROWS OF TRU i FIELD FROM EA. END TYP. TOP & BTR I I FIE 16d NAILS INIMUM (2) 16d PER JOINT ) / (D = 0.207", L = 4 1/2") OR EQUAL ATTACHED W/ (2) 16-d TOENAILS INIMUM 2"x4" TRUSS BRACING +� 16d NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. SIMPSON 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 @ 4" O.C. TYPICAL OF THE THICKNESS OF THE LAST 10dx3" ®4" 0/C TRUSS BRACING OVERLAP DETAIL � LAMINATION 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 3) EACH 30d COMMON NAIL MAY BE SPACE AS SHOWN FOR 3-PLY) 5/8" OR 1 /2" CEILING DENSE TUD WALL (SEE. TYP. SEC.) REPLACED W/ (2) 16d COMMON NAILS. 6 REFER TO NDS SECTION 15.3 GYPSUM WALL BOARD FASTENED SCALE: N.T.S. WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 ® GABLE TRUSS WEB (ONE INTO EACH OUTSIDE FACE OF ) _ EACH STUD B.U.C_, SAME NUMBER OF ROWS, FOR ADDITIONAL INFORMATION FROM ENDO WALOLR ®14S O/C TYPICAL SINGLE "L" BRACING DETAIL !%O SAME SPACING) DBL. S.P.F.TOP PLATE SCALE: N.T.S. 53 TYPICAL NAILING 5CHEDULE6 FOR BUILT-UP COLUMNS j I SCALE: N.T.S. 53 SC T I O i �t � 4 ABLE TRUSS 1 ABLE TRUSS 53 "L" BRACE W/ 10d ®4" 0/C S SCALE: N.T.. cj' 3 53 (SEE SCHEDULE FOR SIZE "L" BRACE W/ 10d ® 4" O.C. 12 AND LOCATION) 12 (SEE SCHEDULE FOR SIZE >7 7 MAX. ND LOCATION) 5 TOENAIL W/ (2) 16d NAILS 5 53 1Odx3" O/C ® 6" O/C TYPICAL 53 W% (2) 10dOPERRJOINT4" O.C. V BRACING RE QU I RE1" TENTS STUD SPACING NO "L" BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE — (1) 2"x8" (2) 2"x8" FULL #2 S.P.F. @ EACH VERTICAL: AND HEIGHT @ DIAPHRAGM BLOCKING NOTE: 2"x "RUNNERS 6 s 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Fl,S3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ... ... 10dx3 NAILS @ 4> p� C ... ......ONT. BEARING DBL TOP PLATE ALTERNATE NON -DROP GABLE END DETAIL ONT. BEARING STUDS ® 16" O.C. SIMPSON SP2 SCALE: N.T.S. GABLE END BRACING DETAIL SIMPSON HGA10 0 EACH STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. �B�- AND B',G (NCB DETAIL MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. ❑ SAMUEL A. GREENBERG, P.E. #3�2�•5 ❑ THU1' H. NU1'NH, P.E. '60122 SEE STRUCTURAL NOTES AND NAILING ❑ IRUJIN J. BENSON, P E. #fig -TES SCHEDULE FOR SHEATHING DETAIL BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER ® 24" O.C. ❑ ALI ABBAS HAKIM, P.E. *S6rtSS gr 3 S3 • 12 OUBLE TOP PLATE SCISSOR TRUSS 45' ± SIMPSON H2.5 OR EQUAL TO THE $EST OF THE ENGINEER'S KNOWLEDCxE AND $ELIEF, THE 7 MAX. TOP CORD BLOCKING FOR FIRST FOUR RO ® EA. OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 12 OF TRUSSES EDGES OF SHEATHIN TYPICAL 2X4 CONT"L" BRACE FASTENED W/ FLORIDA $UILDINC; CODE, SECTION 1606 FOR 120 MPH 3 SECOND 7 MAX. (2) 10d 3"® 24" 0/C. CMID HEIGHT GUST, EXPOSURE '$' WIND ZONE (2001 EDITION. GABLE TRUSS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE I 2"x4" CROSS BRACE 2X4 KICKER® 8'-0" O/C. TRUSS VERTICAL /l\ REVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2X4 BRACING CAD 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST � SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS 2 2"x$" "L" BRACE FASTENED 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) — — — ( ) AoCREATED 01-02-02 DRAWING ONLY. SIMPSON LSTA12 TYP. ATTACHED W/ 2-10d 0 EA. TRUSS (2) 1NO" SIMPSON #3 WITH 8-8d WITH (3) 16d PER SIDE (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TP BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) ABLE TRUSS DIAPHRAGM BLOCKING ANecc 0 48 O/C D GYPSUM WALL BOARD I 1/2" CDX PLYWOOD OR 7/16" OSBNGINfi�INC�, P. 2"x4" LEDGE (MATCH BOTTOMSHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. SCISSOR GABLE "T" BRACE CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD P.O. BOX 3400 - APOLLO BEACH - FLORIDA - 33512 SCISSOR SS) OISTURE BARRIER AS PER HIB 91 SCALE: N.T.S. cJ3 PHONE - (813) 645 0166 PAX - (813) 645 S6W 2"x4" PANEL BLOCKING S ED 4510 ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE 120 MPH CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 FOR THE FIRST (4) ROWS OFF TRUSSES SIMPSON HETA20 OR EQUAL 3 SEC . GUST COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD ® 6'-0" O.C. TYPICAL ATTACHED W/ (2) 16-d TOENAILS 2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 SEA. LENNAR HOMES 5C15501R TRU55 W1 DROP CEILING BRACING DETAIL 1/2"0 ANCHOR BOLT ® 48" O.C. STRAIGHT STRAP ® 4'-0" O/C TUDS 0 16" O.C. ALIGNED WITH GABLE WEB. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NT5 ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NOTED RAU I B.Ve AND TO MASONRY W/ (3) TAMPA DIVISION 3/16"x 2 1/4" TAPCONS. DATE 1.Q/02 N: /BLOCKS/STD 2001 CT I ON 2 TRUSS BRACING DETAILS AND NOTES WOOD FRA ED CAB STRUCTURALNOTES WIND SPECIFICATION EEND BRAC INGDETA I L SCALE: N.T.S. MEAN WALL IGSEE 53 SCALE: N.T.S. DE JOB NO_ PM - 502-7 53 FIC- URE 1: FLASHING INSTALLATION ASPHALT SEALANT; EXTEND MIN. OF 6" OUTSIDE OF FLASHING DID FL( FIGURE 2-- WALL f 6' HIGH DIVERTER FLASHING v m :0 o CV L � z= TrT TEXTURED, PAINTED EXTERIOR WALL FINISH CAULKING F ICSURE 3: CORNER IDETA IL f=L,45�4ING INSTALLATION N.T.S. 6TO12' PER PLAN SPEC'S, GALV, 'L' FLASHING TYPICAL. EXISTING U-51-OCK W/ 1 +5 CONT. -ROOFING FELT DRILL A/0<5' MIN. MOLE SET BAR IN EPDXY 'IP EDGE CAP TO PREVENT LEAKAGE >- 05X&' EM5EDDED INTO or z EXISTING U-5LOCK LINTEL 0 a FILL CELL RILL HEIGHT W/ M NON -SHRINK GROUT 05X6' EMBEDDED INTO EXISTING FOOTING .DRILL 3/4'X5' MIN.14OLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLED CELL DETAIL N.TS. =S PLA54NG INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) EXTER, WdLLAFINISH WALL 6' X 18' H GALV. FLASHING CONT— PLASTER STOP ROOF SHINGLES 6'X18'HGALV, FLASHING CONT,--% ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 6' SHING AT ALL VERTICAL WALL INTERSECTIONS .LT WITH ROOF VALLEYS & ROOF CRICKETS, EL,45HINC3 DETAIL Al CRICKET/KNEEW,4LL INTERSECTION FILEREF, (SD4)KNGSTN.FLSHDET/SD (NO SCALE) HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING 2-45X6' IN CONC. FILLED CELL ,"4"t SAUCUT SECTI0N SCALE: NTS UPLIFT CAPACITY - 595 FOR 1 STRAP IOW FOR 2 STRAPS i-PLY Pam -ENGINEERED TRUSS SIMPSON HMS STRAP (4) SDS 1/4'XIil/2' TITENS —BOND BEAM 0 36' r r r r AN As SEAL NT LI AIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS, 6 PER SHINGLE, 0 side \ v'�aer\Qy � Erd e 5e / Coon rse g�h blth Cou 3rd Course 2rd Course Course 29. <13 0 lw 14' S' C12 _. c135 er sr�r (335 Mrs so:ge S �O (,Qurse 0 PRODUGT GONTROL NOTICE OF /ACCEPTANCE MIAMI - DADE GOUNTY, FLORID,A MAUF,AGTURER - C S ROOFING FRODUGTS GOMFA�NY, ING. PRODUOT AGGEFTANGE # EXPIRATION DATE: FIREHALT 2000 0I-0503.05 06 / 14 / 2006 FIREHALT 2000 AR 0I-0503.05 Ob / 14 / 2006 LANDMARK 30 01-0503.05 06 / 14 / 2006 LANDMARK 30 AR 0I-0503.03 06 / 14 / 2006 LANDMARK 40 01-0503.03 06 / 14 / 2006 LANDMARK 40 AR 0I-0505.05 06 / 14 / 2006 e Raµe if ;a14e5 Sh�r9nd _ 3 1' Ever�a btu ed9 \54 <lb� VIP Qave\ dr �aou� 3f r��`Qa or\� ro dr P u5 ��>' used e�a9e �5 SHINGLE DETAIL r N.T.5. �'e3.� ❑ SAMUEL A. GREEN5ERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRU11N J. 5ENSON, P.E. 049i58 ❑ AL 1455,45 HAKIM, P.E. 056-186 TO THE 5EST OF THE ENGINEER'S KNOWLEDGE AND 5ELIEF, 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 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. PROPER IN5TALL,4T I ON MAX. 8" ,) OK (TYP.) E FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN HOOK FILL SOLID #5 REBAR STD. 90' �� UNACCEPTA5LE IN5TALLT ION ♦♦ DO NOT DO TH15 ♦♦ ,, #5 REBAR (TYP,)♦♦ ♦ I ��TD. 90' HOOK (TYP.) Kk II �� -L TCH W�4* FIRST COURSE FILLED CELL INSTALLATION r�� SC,4LE= N.T.S. 63.1 Zj, REVISED 08-15-03 ENGINEERING, FA. AoCREATED 02-27-02 P.O. SOX 3400 - 400"0 BEACH - FLMDA - 33512 PHONE - (813) 645 0166 FAX - (813) 645 S6W THESE 12 0 MPH ES 4510 ©CLIENT ONATHISSAND PROJECT.SIGNS ARE THE JOINT ANY REPRODUCTION OR DUNERTY OF UNAUTHORIZED USO ENGINEERING, IITED. -. 2 AND THE 3 SEC. GUST SEAL. LENNAR HOMES SCALE NOTED DRAWN 5.Y. DATE 2/21/02 TAMPA DIVISION N: /BLOCKS/STD 2001 FRAMING CONNECTION5 tv EXT. LUALLS DE J05 NO. PM - 5027 83.1 Ds w ® Z-. V zm � 3 s REFER TO SECTION 1A ON SHEET SCISSOR TRUSS S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1 A ON SHEET S5 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION SCISSOR TRUSS z / 2" x 4" RAT RUN BRACING @ SCISSOR TRUSS / // ��' 24" O.C. ON TOP OF BOTTOM - 1 /4" TO 1 /2" GAP BETWEEN CHORD FOR (4) TRUSS SPANS o / / TOP PLATE & TRUSS i \ ATTACHED W/ 2-16d @ EACC g / / �� TRUSS JOINT / SIMPSON A44 W/ 8— / 1Od © 48" O.C. 2" x 4" BLOCKING END NAILED J 000, W/ 2-16d © 24" O.C. (MAX.) WOOD FRAME EXT. WALL 2" x 4" BLOCKING (TURNED FLAT) NAILED TO TOP PLATE SIMPSON SP2 @ W/ 5-10d NAILS EVERY OTHER STUD SIMPSON A44 W/ 8— 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=. Q SIMPSON SP1 @ M EVERY OTHER STUD » OR CD_< 0 S.B.N�AI EDL W/ 8d00D NAILS@ » 1 /2 NOMINAL PLYWOOD OR O.S.B. K.O. BLOCK W/ (1) #5 CONT. & FILLED 0 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 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 -SEARING EXT. KNEE-UJALL 5 , MASONRY WALL (DESIGNED AS CANTILEVERED) SCALE- 3/4" = 1'-0" rjj ,II// NON-5EAFRINCH EXT. KNEE -WALL C SCALE- 3/4' = 1'-0'j�j NON-5EAfRING EXT. <NEE -WALL A SCALE- 3/4" = 1'-0' REFER TO SECTION 1 A ON SHEET S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS / 2x4 OUTLOOKER @ 24" O.C. \ SIMPSON H10 OR EQUAL �i' �� WOOD TRUSSES ��I�( @ EA. OUTLOOKER \ SIMPSON A34 CONNECTOR RUN BRACING W/4-8d x 1 1 \2" INTO BLOCKING �' AT 24" 0.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 PRECAST NOTE: MAINTAIN MIN. ( TRUSS SPANS ATTACHED W/ 2 - 16d AT EA. TRUSS 8d @ 6"o C / 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL N 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 1/2" COX PLYWOOD OR 7/16" OSB I NAILS @ EACH END @ 24" O/C (TYP) (2) 1Od x 3" 1Od x 3" @ 4" O/C SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" O/C ° ° EDGES AND 12" O.C. FIELD W/ 2 — 16d TOENAILS @ EA. END @RACING EACH CON(N) @ 24" O/C I 1 \2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL �-�'1" IIN I GABLE TRUSS WB W/ 1 3/8" DRYWALL NAILS OR I DRYWALL SCREWS 7" O/C CEILING / ARCHITECTURAL FINISH CEILING RIDGE I "L" BRACE TO EXTEND AT LEAST & 8" O/C WALLS 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) INTERIOR HIP VAULT; SILL 2 x 4 @ 24" O.C. 2 x 4 PANEL BLOCKING @ 48» O.C. 6:12 SLOPE CENTER EXT. LUALL CONN. e 2 x 4 FRAME NON-STRUCTURAL KNEEWALL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. ( x NON - LOAD 5EARING LOCATION D INTO BOTTOM CHORD. L 10d x 3" @ 3" 0/C THROUGH 2 x 4 P.T. CHORD INTO 2" x 6" P.T. PLATE REFER TO DETAIL A/S1 FOR MORE INFO. SCALE. 3/4' = 1'-0° _01)r SIMPSON A34 MOISTURE BARRIER W/4-8d x 1 1 /2" INTO. BLOCKING & (2) BOND BEAM 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF)-=45--65- EXT. WALL CONN, a ALT. NON - LOAD 5EAfRINr_:s LOCATION V 15RAC INCH REQUIREMENTS STUD SPACING » "L" NO BRACE (1) 2"x4" n n L BRACE (2) » n L 2"x4" BRACE (2) 2"x6" n » L BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 1 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" #2 FULL HEIGHT S.P.F. @ EACH @ DIAPHRAGM VERTICAL AND BLOCKING 5/8" OR 1 /2" CEILING DENSE GYPSUM WALL BOARD FASTENED PLACE SHEATHING FLUSH W/ MASONRY. WITH .. 8d COOLER NAILS OR 1 1 /4" ' ❑ SAMUEL A. Ci�EENBEi?C, PE. *34245 LONG DRYWALL SCREWS COMPLYING A WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ TNUi' H. HU1rNl--I, P.E. (om122 FROM END WALL @ 4" 0/C TYPICAL USP LTPA @ 48" 0/C (TYP.) ❑ IRUJIN J. 5EN50N, P.E. 1049-158 1 /2" DIA. BOLT @ 24" O.C. ❑ ,4L1 A88,45 NAKIM, PE. *56-(S�o MINIMUM 6" FROM PLATE SPLICES W/ 3/16" x 2" DIA. PLATE WASHER D ANC�CO REFER TO DETAIL A/51 FOR MORE INFO. NOTE: ENGINEERING F.A. N.T.S. CJ� 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, AoCREATED 01-02-02 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. PA. SOX 3400 - APOLLO SEA H - FLORIDA - 33512 PHONE - (813) 645 0166 FAX - (813) 645 S&W 12 0 MPH 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ES 4510 ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE 10dx3" NAILS @ 4" 0/C. C;,45LE END DETAIL AT CIF VAULT 3 SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 5C,4LE: N.T.S. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE SEAL LENNAR HOMES FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). w' CALr !1/:27102d OORAUJN 5_V. THIS DRAWING AND DESIGN I5 VALID FOR 12 MONTHS AFTER THE DAB TAMPA DIVISION N: /BLOCKS/STD 2001 DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION of THIS NG ONLY. FRAMING CONNECTIONS O EXT. WALLS DE JOS NO. PM - 502-1 � SEE STRUCTURAL NOTES AND NAILING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2x4 OUTLOOKER ® 24" O.C. 2x4 OUTLOOKER ® 24" O.C. • TOP CORD BLOCKING FOR FIRST FOUR ROWS J 45'f TOP CORD BLOCKING FOR FIRST FOUR ROWS 45'OF TRUSSES 0 EDGES OF SHEATHING TYPICAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 1 ( SIMPSON H10 OR EQUAL SIMPSON H10 OR EQUAL 2x4 CROSS BRACE 1 ® EA. CUTLOOKER 1 ® EA. CUTLOOKER ® 48" O.0 ® EACH JOINT 1 4' MAX. SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE ( W/(2) 1Odx3" SCHEDULE FOR SHEATHING DETAIL TOENAIL W �' MAX. I X / {2) 16d NAILS ®48" O.0 ®EACH JOINT "L" BRACE TO EXTEND AT LEAST 2x4 OUTLOOKER 0 24" O.C. WA2) 1Odx3" I "L" BRACE TO EXTEND AT LEAST I N SHEET 90 OF WEB ATTACHED LENGTH 10dEE NAILSLE O SHEET •C. . S3) ATTACHED ED W/ 1B LENGTH 0dEE TABLE NAILS® 4B O.C. VERTICAL WEBS ® GABLE END , TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t Ir--_�EDGIES VERTICAL WEBS O GABLE END ARE ®16" O.C. ARE ®16" O.C. " 1/2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES ®EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL cA 2x4 PANEL BLOCKING 0 48 O.C.® EA. OUTLOOKER " CDX PLYWOOD OR 7/16" OSB " OF END WALL SHEATHING ATTACHED W/ 10d NAILS 6" O.C. 2x4 PANEL BLOCKING 0 48" O.C. I EDGES AND 12" O.C. FIELD 2x4 CROSS BRACE/ " FROM EA. FEND TYP0BOTTOM CORD FOR THE FIRST 8'-0" OF END WALL ATHING ATTACHED W 10d NAILS A 6 O.C.® 48" O.0 ® EACH JOINT I AND 12. O.C. FIELD ATTACHED W/ (2) 16—d TOENAILS IW/(2) 10dx3" MAX. FROM EA. END TYP. BOTTOM CORD 2) 16d, ONE ON EACH SIDE OF -T- BLOCKING 1 d, ONE ON EACH SIDE OF -T' BLOCKING i "L" BRACE TO EXTEND AT LEAST H T 4 ATTACHED W/ (2) 16—d TOENAILS I (2) 16d •. DBL. 2X4 HEADER 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)- DBL. 2X4 HEADER ATTACHED W/ 10d NAILS ®4 O.C. • • 2x4 "T" ON TOP OF PANEL SIMPSON H10 "T" I BLOCKING, FASTEN WITH OR EQUAL • • • 2x4BL BLOCKING, FASTEN WITH " " / • • • VERTICAL WEBS ®GABLE END SIMPSON H10 .--" • � 10dx3 ®4 0 C OR EQUAL ARE 0 16" O.C. rA 10dx3" ®4" 0/C OR EQUAL SIMPSON SP2 1 0 SIMPSON SP2 XX SIMPSON DTC 016"O.C. W/(2) 8d �i Q 2x4 PANEL BLOCKING 0 48" O.C. 1 1/2" CDX PLYWOOD OR 7/16" OSB OR EQUAL 1 SIMPSON DTC 016" O.C. W/(2) 8d 2X4 W/ (4) 10d ( T xBO SILL PLATE FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6- O.C. TO BOTTOM OF GABLE (4) 8d INTOOF GABLE & (4) 8d INTO f & • AT EACH END 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 ONE ON EACH SIDE OF 'T' BLOCKING AT EACH END r(2)16d. (2) 16d C.J. SILICON DBL 2X4 HEADER 1/4" GAP 2x6 P.T. SILL PLATE C.J. SILICONC 1/4" GAP • • W/ 1 /2" DIA. BOLT ® 48" 2x6 P.T. SILL PLATE O.C. & 6" FROM PLATE 2x4 "T" ON TOP OF PANEL SIMPSON H10 " " KNOCK —OUT BLOCK W/ (1) #5 CONT. KNOCK —OUT BLOCK W/ (1) #5 CONT. BLOCKING, FASTEN WITH OR EQUAL SIMPSON DTC ®16"O.C. W/(2) Sd W/ 1/2 DIA. BOLT ® 48 2X4 SPF FRAME WALL SPLICES W/ 3/16" 2X4 SPF FRAME WALL " TO BOTTOM OF GABLE & (4) 8d INTO O.C. & 6 FROM PLATE STUDS 0 16" O.C. ONC. LINTEL W/ (1) #5 CONT. x 2 WASHER " CONC. LINTEL W (1) #5 CONT. 10dx3 ®4" 0/C SIMPSON SP2 I SPLICES W/ 3/16" MAX. _ STUDS ®16 O.C. / OR EQUAL 2 x 6 SILL PLATE x 2" WASHER MAX. • SIMPSON SP2 OR EQUAL SIMPSON SP2 2X4 W/ (4) 10d I MANUFACTURED WINDOW W OR EQUAL AT EACH END DBL. 2X8 W/ 1 /2 PLYWD. FLITCH PL. W/ SIMPSON LSTA18 / MANUFACTURED WINDOW W/ 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 (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS KNOCK —OUT BLOCK W/ (1) #5 CONT. 2X4 P.T. SPACER I INTO DBL. 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER � CONC. SILL X CONC. SILL )( 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW .q 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW .Q (1) SIMPSON H3 OPENING (DBL 2X4 EA. SIDE FOR WINDOWS WIDER THAN OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 2x6 P.T. SILL PLATE 2X4 SPF FRAME WALL 36") 36") W/ 1 /2" DIA. BOLT ® 48" STUDS ® 16" O.C. 0 O.C. & 6" FROM PLATE MAX. X I I I , 2X4 TOP PL. I SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16"0 — MASONRY WALL (DESIGNED d I MASONRY WALL (DESIGNED N _MASONRY WALL (DESIGNED x 2" WASHER x2 1/4" TAPCONS 012' O.C. (MAX.) AS CANTILEVERED) I I I AS CANTILEVERED) 2X4 P.T. SPACER I AS CANTILEVERED) SEE TYPICAL GABLE END BALLOON RE —BAR BEYOND — SEE FILL CELL RE —BAR BEYOND — SEE FILL CELL (1) ROW 2X BLOCKING ® FRAME DETAIL FOR FRAMING DET— I ON PLAN ON PLAN MID —HEIGHT FOR WALL N AILS BEYOND WINDOW (SEC. A/S6) I I 2X4 SPF FRAME WALL I HEIGHT < 8'-6" AND (2) (1. STUDS 0 24" O.C. Qj ROWS ® 1 /3 PTS. FOR 2X4 P.T. W/ 1 /2"0 "J" 2X4 P.T. W/ 1 /2"4 "J" MAX. lU WALL HEIGHTS > 8'-6" BOLTS 0 24" O.C. I II BOLTS ® 24" O.C. 2X4 P.T. SPACER II SIMPSON SP1 I 2X4 P.T. W/ 1/2"1s "J" OR EQUAL SEE SECTION A/S1 FOR TYPICAL ( II SEE SECTION A/S1 FOR TYPICAL BOLTS ® 24" O.C. II SEE SECTION A/S1 FOR TYPICAL SEE SECTION 7A/Sl FOUNDATION AND BLOCK WALL I FOUNDATION AND BLOCK WALL FOUNDATION AND BLOCK WALL FOR SLAB DEDETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 DETAILS FOR SLAB DETS. I FOR SLAB DETS. II �i��iN�� I �i��i�� i��i�I �i�7i TYPICAL ALTERNATE 5ALLOON 1=RAME a GA5LE END rA ALTERNATE 5ALLOON FRAME GA5LE END OVER WINDOW g ALTERNATE 5ALLOON FRAME a GA5LE END OVER WINDOW C NOT TO SCALE c.�(o NICHE WALL DESIGN NOT TO SCALE Sao FLUSH WALL DESIGN NOT TO SCALE CJ� THIS DESIGN IS FORA 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 DE51GN 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 5PECIAL WIND PROVISIONS GIVEN IN SECTION 211-7. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111 THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM. DIAPHRAGM. DIAPHRAGM. ❑ 5AMUEL A. GREEN5ERG, P.E. 0.34245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRUJIN J. 5EN50N, P.E. 049158 ❑ ALI A55AS HAKIM, P.E. 056-186 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE '13' WIND ZONE (2001 EDITION)_ THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE 1T 16 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS AoCREATED 05-22-02 DRAUING ONLY. ENGINEERING, P.A. P-O. 80X 34M - APOLLO MEACM - FLORIDA - 33512 PHONE - (813) 645 0166 FAX - (813) 645 9698 120 MPH AND EB 4510 @CLLIIENT SE DN THISS PROJECT. ANY REPRIIDUCAND DESIGNS ARE THEJTMNTOR UNAPRIPAUUTHURIZED MUSE IS PROM TEM. -, 2003 THE 3 5EC. GUST SEAL LENNAR WOMES SGALr= NoTw RAM B.V. DATE 5/22/02 tAMPA DIVISION tNl/BL0CKS/STD 2001 e ALLOON FRAMING DETAILS DE J05 NO. PM - 5027 _T I �'j;I[,,e,h. 11, .,u]ILL, III.I-,.H ,li.: 1[,11111 1 1 MODEL: 11ORW4 (25 GA. STEEL SKIN) MODEL: 120RW4 (24 GA. STEEL SKIN OPTIONAL DSB GLASS OR 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) (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)7 A (TOP, BOTTOM & CENTER). SKIN COATED WITH G-6C GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. IT®III ®Il�l�i®II 17111II n n M lr��l !I M - moll, i l � Iwo LOCATION OF OPTIONAL OPTIONAL OUTSIDE KEYED LOCK POSITION DOOR WIDTH 9'0' 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 STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT 3" TALL U-BAR 20 GA. GALV. STEEL K 50 KSI MIN. L� 3 � 1-7/8" 16 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(3) #14x5/8" SHEET METAL SCREWS. LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W 14x5 /(4)# 8" / SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. TALL x 20 GA. GALV. FEEL U- N U-BAR BAR. ONE ER SECTION. EACH U-BAR ATTACHED TTH TWO 1/4"x3/4" SELF TAPPING „REW S 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' " 7-0 � 2GALV. STEEL TRACK 7 -0 76 MIN. TRACK THICKNESS: .050" 7 -6 82 8'-0" 88 TYP 2-1/2"2 GA. GALV. STEEL TRACK K BRACKET. RAC RACKETS PER SIDE FACTO 4 TRACK Y ATTACHED). B R #14x5/8" SHEET METAL SCREWS LOCK OPTION io 13 GA. GALV. STEEL BOTTOM BRACKET. NOTE 1 ATTACHED WITH TWO #14x5/8SHEET METAL SCREWS. DOORS UP TO 7'-0" HIG CONSIST OF 4 SECTIONS SHOWN . O H { ALUMINUM EXTRUSION R OVER CONSIST F SECTIONS (NOT )WN. WITHU.V. DOORS O E 0 HIGH CO SIS 0 5 SECT O S 0 SHO FRONT FRAME W T U (� ( ) FRO 1 4"x3 4" SELF &VINYL WEATHERSTRIP. / / N OUTSIDE SURFACE O TAPPING SCREWS. COATING 0 U SECTION A -A (SIDE VIEW) 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" n n VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR II II 2,000 PSI MIN. CONCRETE COLUMN): SSB GLASS OR OPTIONAL 10 SCREW 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC LITE WINDOW LITE STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE 20 GA. MIN. GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER SECTION B-B 2x6 YELLOW PINE JAMB #8x3/4" PAN HEAD SCREW WA H R IN UDED WITH PSI MIN. CONCRETE). S E S CL (10 SCREWS PER LITE I S REQUIRED 1 4" O.D. M N. WASHER Q SLEEVE ANCHORS 1 / 20 GA. GALV. STEEL INTER. STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK PR F U H L S 12 GA. GALV. STEEL TRACK BUT NOT REQUIRED T0 PROVIDE A MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES INTE STIL BRACKETS FASTENED TO WOOD JAMB TRANSFER LOAD. ONTO VERTICAL TRACK. WITH ONE 5/16"x1-5/8" LAG SCREW ONE SNAP LATCH ON PER TRACK BRACKET. EACH SIDE OF DOOR. 18 GA. GALV. STEEL CENTER HINGE INTER. STILE FASTENED TO INTER. STILES W 4 OUTSIDE 2" GALV. STEEL TRACK FASTENED TO SHEET METAL SCREWS. #14x5/8" HANDLE 14 GA. GALV. STEEL ROLLER HINGES OUTSIDE KEYED 12 GA. GALV, STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) HANDLE TRACK ATTACHED TO EACH BRACKET #14x5 8 SHEET METAL SCREWS AND END WITH ONE 1 4"x5 8" BOLT & NUT 4 1 4"x3 4" SELF TAPPING SCREWS PER END HINGE. STILE END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 0 2 OR TWO 1/4" DIA. RIVETS. OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION OUTSIDE KEYED LOCK DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCK OPTION SECTION C-C PREPARATION OF JAMBS BY OTHERS. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS MAX. DOOR SIZE 9'0"W X 8'0"H 1/2"x3" LAG SCREWS ON 24" CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK Clopay eullding Prod Company All Rights R"wwd. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING The a rang�ment� depicted herein ore the 9.10 property SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. Pad°�den'an°fwmProd°w`�aoc0em�ay �amay on MODEL: 11ORW4 (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 18" ACRYLIC (SEE SECTION B GLASS A I a 1 '1 n n n 1 ►1 - ��-- I I -- ---� - 1- I fir• ' LOCATION OF OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION •••- WIDTH• 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 TAP JOINTS. 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI _C- 3 f- 1-7/8- 7 SECTION A -A (SIDE VIEW) 2" THICK 1 12 GA. GALV. STEEL TOP INTER. ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): BRACKET ATTACHED W/(4) 1 2"x3" LAG SCREWS ON 18" CENTERS. 1-1/4" O.D. MIN. OUTSIDE KEYEC #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 t 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. VIEW "B" -- VIEW "C" ,,,,-LOCK POSITION BOTH SIDES TWO POINT LOCKING 3" x 20 GA. U-BARS. U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) INSIDE ELEVATIONS VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR FRONT FRAME WITH U.V. 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 COATING ON OUTSIDE SURFACE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SSB GLASS OR� OPTIONAL 10 SCREW TRANSFER LOAD. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO. SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. 0 TRACK CONFIGURATION W x DOOR o O HEIGHT "L" 0 6 -C 70" u 2" GALV. STEEL TRACK 7 -0 7s L" MIN. TRACK THICKNESS: .060" 7 -6 82 x 8'-0" 88" c2 W x TYP. 2-1/ 2"02 GA. GALV. STEEL TRACK BRACKET. z (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14x5/8" SHEET METAL SCREWS O O O O 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB �20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE ---- 1 /8" ACRYLIC LITE WINDOW LITE 12 GA. GALV. STEEL TRACK MOLDED INSIDE SECTION B-B BRACKETS FASTENED TO WOOD JAMB LITE RETAINER WITH ONE 5/16"x1-5/8" LAG SCREW #8x3/4" PAN HEAD SCREW PER TRACK BRACKET. SNAP LATCH ENGAGES (10 SCREWS PER LITE) % T VERTICAL TRACK / �\-7/16" I.D. ROUND PUSHNUT L 18 GA. GALV. STEEL CENTER HINGE J/ FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES #14x5/8" SHEET METAL SCREWS. 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND WITH ONE 1/4"x5/8" BOLT & NUT 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. 0 OR TWO 1/4- DIA. RIVETS. PREPARATION OF JAMBS BY OTHERS. 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C ON 0 ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE HANDLE NUAIR SINGLE HUNG WINDOW SGHEDULE TESTED PER AN51/AMMA/NNNDA 101 /152 GALL SIZE MANUFACTURER SERIES # DE51ON PRESSURE (P5F) DE51ON SUCTION (PSF) IA25H (1/2 325H) GOD +75.0 -80.0 225H GOO +75.0 -50.0 25H GOO __.. 63.21-<->`s<: _ ` - `.:632 IA3 12 335H G +OO 75.0 - 80.0 235H GOO 55.2 >=i=:_':_ _ si-E-> 55 2"_t>_=: a? =: 33SH GOO 38.O . ...:=:: <>_-::_"--%=-38.O-t»> '? IA4 H 1 45H GOO a:; .. ;r.: •:so- -::=-+68.G i>_ >;=_€:: -::: _. ,:>•:a .... ... _,:::..:.::::.:.r :: oar ; _=:-s�_-- S.G•>::>==;:•Ws: 245H GOO =`_.'_;:;..... _.. i ::.:::::..:................ . ........._....:............ .... IA55H 12 355H GO . ...... i'�':.......: 255HGOO 8.b; z;t; ':; :€? ?`:..4z•.;: 35S H GOO "' 32.3s':`»-:-::=:=:>"a_s_: <-32.3_;-<-%. IA&5H 1/2 365H ( ) GOO :;+50.4 => ' _ 3 _ -: GOO -::__+42.0;..... :;_::__ :::>;_ :;: -4 - 20205HI GOO 30205H GOO +75.0 -80.0 40205H GOO +- 5.0 -78.4 20305H G00 + 75.0 -80.0 GOO _ ::�:::-i°•`:•�_~'`�Y-i'-<" 40305H 00 43.2%'RMMERmi 43.2=)_ "-_ 3 20405H GOO +75.0 -80.0 3040 H GOO.................... ..... 40405H GOO ..-_:.._.................. ....z.=:::::::.:::.:_ _.- .+ ___'= 43.2i.: _ _-itt:<•i - :;=a"_:-: 20505H G 00 _::+ ____ ____ 5G.3::`:; : `:5-:::. -__ --_ _ _>< r` -5G. >:: 30505H 00 4G.2%`'>`::"`:__::<._:;;=4G.2-<'>:_;° i 40505H G 00 36:3:_=_:' 3 6.3 _=s_ GOO 30605H GOO 42.0-< `'>`.: "s:l::-; :"'<:__ 42.0• s _'; :_= 40605H qO0 NUAIR HORIZONTAL ROLLER WINDOW SGHEDULE TESTED PER ANSI/AMMA/NNNDA 101 /152 GALL 51ZE MANUFACTURER SERIES # DESIGN PRE55URE (PSF) DE51ON SUCTION (PSF) 202OHR OH2 / OH3 +50.0 -80.0 5020HR OH2 / OH3 +50.0 -&0.0 4020HR OH2 / OH3 +50.0 = = == =?-76. 5020HR OH2 / OH3 +50.0 ----`T_-SQa--_-_' 6020HR OH2 / OF13 50.0----- 2050HR OH2 / OH3 +50.0 -80.0 3 30 +0.0 =-<=- 4050HR OH2 / OH3 +5 .O =- - 5 50HR OH2 OH3 4 :- 6 3 HR O O OH2 OH3 / ___> :_+ ._:.. -_- ___ 42.7 _'_ is __==_ _..............................__= --= ;=:__:^:..421_<: I` 2040HR OH2 / OH3 +50.0 -80.0 3040HR OH2 OH3 +:,::.:.:_ _ _ _ _ . _ -_ 42. 4040HR OH2 / OH3 040HR OH2 / 36.1 _ ... <" ;s "_ I "1( 6040HR OH2 / OH3 _ +32 I _ ._..-_:_--- .....:_..... _..-::::-.:_- 32 I == 2050HR OH2 / OH3 +50 O - = 57.6 !%. 3050HR 0142 OH3 - =: -+ _ _ -= - __ - - _. = _ 405OHR OH2 / OH3 == ::-+26.1-::=_=i":-:3:_<i-- 505 HR O 2 O 3 6050 HR OH2 / OH 3 2b.li''r:z>;:=�=;<:-:;_i�:>��.�_;;:-26.1:��•I�c:��='�s_: NUAIR 5L I D I NC C LASS DOOR SGHEDULE TESTED PER AN51/AMMA/N4N0A 101 /152 GALL 51ZE MANUFACTURER SERIES # DESIGN PRESSURE (P5F) DE51ON SUCTION (P5F) 5068 SOD 200 +30 -64.6 6068 500 200 +30 -55.0 8068 560 200 +30 -37.1 G068 SOP 200 +50 -55.0 THERM,-TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMA/NNNDA 101 /152 LOCATION GALL SIZE R/O SIZE MANUFACTURER DESCRIPTION ON PRE5DE51 (PSF) DESiON SUGTfON (P5F) &ARAGE 5ER\/IGE DOOR 2868 (2/8 x 6/8) 34 1/2 x 82 1/2" #100 FLUSH STEEL +25A -34.7 +25.G -34.7 POOL BATH 24b8 2/4 x 6/8 3012x8212" / / I 118 ONE LITE STEEL FRENCH + 25.G - 34.7 DOOR 2668 (2/6 x 6/8) 32 1/2 x &2 1/2" #116 ONE LITE STEEL FRENCH +25.G -34.7 BREAKFAST TO 2668 (2/(b / x 6 8) 32 I/2 x 82 I/2" 128 TEN LITE STEEL FRENCH 25.G 34.7 LANAI DOOR +25.G -34.7 EXTERIOR (2)2068 (4/0 x (9/8) 51 1/4 x &2 1/2" #108 15 LITE STEEL FRENCH +243 -52.4 FRENCH (2)2668 (5/0 x 6/8) 63 1/4 x &2 1/2" #108 15 LITE STEEL FRENCH +24.7 -32.4 DOOR (2)2868 (5/4 x 6/89 67 1/4 x 82 1/2" #108 15 LITE STEEL FRENCH +243 -52.4 (2)3068 (b/O x 6/8) 75 1/4 x 82 1/2" #108 15 LITE STEEL FRENCH +243 -32.4 FOR 8' O HIGH UNITS H x G8 1/2" MAIN ENT DOOR 30 30x68 b8 / / J ( 3812x8212" / / #208 STEEL 8 PANEL + 25.G - 34.7 (2)2668 (5/0 x 6/B) 63 1/4 x &2 1/2" +24.7 -52.4 (2)2868 (5/4 x b/8) 6-1I/4 x 82 I/2' +24.7 -52ENTRY (2)3068 (6/0 x 6/8) 75 I/4 x 82 I!2" +243 -52.4 (2)3080 (6/0 x 8/0) 75 1/4 x G8 1/2" +243 -52.4 MAIN ENTRY DOOR 3068 (3/0 x 6/8) 38 1/2 x &2 1/2" #FG-60 6 PANEL FIBERGLA551G +25.G -34.7 668 22 5/0x6/80 6>31/4x821/2 24.7 32.4 (2)2868 (5/4 x 6/8) 67 1/4 x 82 1/2" +24.-1 -52.4 (2)3068 (6/0 x 6/8) 75 I/4 x 82 1/2" +24.7 -32.4 (2)3080 (6/0 x 8/0) 75 1/4 x GS 1/2" +24.7 -52.4 MAIN ENTRY DOOR 3068 (3/0 x 6/8) 3& 1/2 x 82 1/2" #FG-60 6 PANEL FIBERGLA551G2 OR #FG-2000 I LITE FRENCH FI5ERGLAS5IG ( CUSTOMER CHOIGE) +25A -34.7 (2)2668 (5/0 x 6/8) 63 I/4 x 8I/2" +24.7 -32.4 (2)28(:28 (5/4 x 6/8) 67 1/4 x 82 1/2" +24.7 -52.4 (2)3068 (6/0 x 6/8) 75 1/4 x 82 1/2" +24.-1 -32.4 (2)3080 (6/0 x &/0) 75 1/4 x G8 1/2" +24.7 -52.4 BANGO OVERHEAD DOORS, I NG. OARAOE DOOR SCHEDULE TESTED PER ANSI/AMMA/NNNDA 101 /152 GALL SIZE TEST LOADS PRESSURE (PSF) TEST LOADS SUCTION (P5F) DE-51ON LOADS PRE55URE (PSF) DESIGN LOADS SUCTION (PSF) 8 x 7 (OR 8O700H) +37.5 -48.0 +25.0 -32.0 G x 7 (OR G0700H) +37.5 -48.0 +25.0 -52.0 16 x 7 (OR 16O700H) +36.0 -37.0 +24.0 -24.5 EXTERIOR WINDOWS AND DOOR NOTES 1. ERI EX AL OR WINDOWS AND G SS DOORS ARE TO A T LA BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURERS RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE WOOD BUCK. FBC 1707.4.4.2 5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW. FBC 1707.4.4.2 6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4 OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION END SLIDE BOLT NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE END STILE SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF 0 CREATED 01-02-02 LOCK ON EACH SIDE INTER. STILE THIS DRAWING. TEST LOADS: i 36.0 PSF & -37.0 PSF MAX. DOOR SIZE: 16'0"W X 8'OH OF DOOR. LOCK BAR MANUFACTURED / PURCHASED SHEET SHEETS DRAWING NO. REV. 120 M P H INSIDE SLIDE BO LOCK OPTION LT ENGAGES IN TRACK ON MANUFACTURED 1 1 101980 03 3 SEC. GUST OUTSIDE o EACH SIDE DES. BY CHECKED BY DESCRIPTION HANDLE I v OF DOOR. MWW MWW -13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. OUTSIDE KEYED LOCK LOCK BAR LOCKING Clopoy Building Products Company All Rights Reserved. The arrangements depicted herein are the sole property of the Clopoy Building Products Company and may not be reproduced in any forth 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, ANG THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTON OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTON. EXTERIOR JAMBS HEADER • INTERIOR PRESSURE TREATED BUCKSTRIP (MIN. 21' AS SHOWN) SHIM AS NEEDED WINDOW FASTENER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE NO FASTENERS THROUGH IF NECESSARY, SILL USE SHIMS WHEN INSTALLING TO • KEEP PLUMB LEVEL • • - - - a <1 ° PRE -CAST d CONCRETE SILL • SEALANT BEAD SILL IF NECESSARY, USE SHIMS WHEN INSTALLING TO KEEP PLUMB & LEVEL • SEALANT BEAD HEADER $ AT, POURED CONCRETE SILL EXTERIOR • INTERIOR PRESSURE TREATED BUCKSTRIP (MIN. 21l' AS SHOWN) SHIM AS NEEDED WINDOW ASTENER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE i FAST THE screw embedment of -I" is maintained in the buckstrip. Window INSTALLATION DETAILS FOR FLANGE WINDOWS IN WINDZONES OF 15OMPH OR LESS (DETAIL A) fasteners should be located a maximum of 4" from each corner FLEXIBLE HEADER PLYWOOD B FLASHING SHEATHING and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of 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 Iz" X 2 s". Buckstrips BARRIER ( FASTENER Buckstrips shall run the entire length of the rough opening. A should be installed using minimum" 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 ; • .,... FRAME '_ must be sealed. Buckstrips should be pressure treated yellow w HEADER pine, spruce or comparable lumber. In accordance with the • • DRYWALL INSTALLATION DETAILS FOR FIN WINDOWS IN INSTALLATION 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 111 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 usingthick wood buckstrips: from each corner and 18" O.C. for screws and 9" O.C. for • Installation fasteners should be a minimum;" 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. • USEWH�MS minimum screw embedment of 14" is maintained in the Flexible flashing should be installed in a --- Q- INSTALIJNG TO masonry. Fasteners should be located a maximum of 4" from weatherboard fashion. The top layer should overlay any layer B do KEEP I LEVEL each corner and maximum of 18" O.C. It is recommended that beneath it. The weather resistant barrier should then cover the • WEATHER FLEXIBLEFLASHING fasteners not be installed through the sill of the window. The g flexible flashing at the header. The application of the weather RESISTANT BARRIER FLASHING actual size of the buckstrips should be no less than' " X 2k", iill based on whit is installed. If it is resistant barrier wvary when FIN HEo IBLE installed after the window, it should be tucked under the sill EXTERIOR WEATHER s li FLASHING RESISTANT • • If using 11 " thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing. ARCHITECTURAL , PS �� OJAMIRICAN ��; JAMBS BARRIER = __ EXTERIOR • FACADE I Window installation fasteners should be a minimum #8 X 1" wood screws, installed through the window into the buckstrip. TTo WINDOW Window may be shimmed as necessary, provided a minimum MEMBER FASTENER SILL The window epicted in is wmg is mien a or use on typical construction. It is the responsibility ofathers to determine i it is applicable. Additional as g, vapor barriers, etc. may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please check local building codes for exact requirements. Above details shown for Single Hung • SEALANT BEAD window. For installation of Awning, Horizontal Roller, or Picture/Desigmer windows use the same specifications as shown above for the Single Hung, provided that all OSEALANT BEAD IF FLASHING IS NOT ADHESIVE ze- unched 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 usin 4" thick wood buckstrips: Installation fasteners should be a minimum 6" X 24" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 1�' is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 4" X 218". If using 1; " thick or ar'eater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X 1# " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of l4" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 1 j" X 21 Buckstrips should be installed using minimum 6" 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 ARCHIAMERICAN FCUresponsibility tyof others to determine if it is applicable. Additional flashing , vapor barriers, etc. MANUFACTURES AASOA'o may be specified b the project architect. Wind and design y p y p j 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. INTERIOR as • v > • 4 �a EXTERIOR JAMBS IF NECESSARY, USE SHIMS WHEN INSTALLING TO 4 cr d PRE -CAST °nr,CONCRETE SILL SILL HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, AWNING A02/3 ATW WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint • between the buckstrip and masonry must also be sealed. • Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must NO FASTENER. THROUGH SILL KEEP PLUMB de • LEVEL • _ — 4 — d PRE —CAST d CONCR TE Sill • SEALANT BEAD SILL • PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, BUCKSTRIP (MIN. 2i1' spruce or comparable lumber. In accordance with the Florida AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the SHIM AS NEEDED window frame is fully supported by the buckstrip at both the interior and exterior. WINDOW FASTENER If using 4" thick wood buckstrips: Installation fasteners should be a minimum 1 ,, 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 11" is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than I" X 28". If using 1; " thick or greater wood buckstrips (not shown): im • Window installation fasteners should be a minimum #10 X 11 " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum • Q Q screw embedment of 14" is maintained in the buckstrip. Window `t`ui. fasteners should be located a maximum of 4" from each corner and PouR13> - p 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 Iz" X 21". Buckstrips should be installed using minimum 16" X 24" masonry screws, to maintain l4" embedment, and be IS" O.C. The window depicted in this drawing is intended for use on typical construction. It is the ,. AMR ®AMERICAN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. s�fA o R may be specified by the project architect. Wind and design pressures vary within each state and M _ R county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-6627•www.NuAir.eom load requirements (per AAMA 101); please check local building codes for exact requirements. LEING HEADER PLYWOOD SERIES INSTALLATION DETAILS FOR NON -IMPACT, FIN, HORIZ. ROL- FLASH SHEATHING, OH2l3 HR LER WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) WEATHER WINDOW RESISTANT FASTENER Window Installation: BARRIER I •' EXTERIOR Installation fasteners for windows should w000 FACADE • ,•• r. sy FRAME be a minimum 12", 4d nail or 6 x 1" drywall screw, • � •- HEADER with an embedment of at least IZ". Fasteners RIGID FLASHING D� should be located at a maximum of 4" from each (oPr., BY OTHERS) corner and 18" O.C. for screws and 9" O.C. for INTERIOR nails. FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM It is recommended that all screws or - IF PER CODE nails be sealed to prevent infiltration of air and • water. Product may be shimmed as necessary. • IF NECESSARY, Weatherproofing: USE SHIMS WHEN KEEPINSTALPLUMB & NG TO Flexible flashing should be installed in a • WEATHER LEVEL weatherboard fashion. The top layer should overlay RESISTANT BARRIER FLEXIBLE any layer beneath it. The weather resistant barrier EXTERIOR ISLE FLASHING FINISHED should then cover the flexible flashin at the g FLASHING JAMBS WEATHER • • SILL header. RESISTANT The application of the weather resistant BARRIER _ _ barrier will vary based on when it is installed. If it • EXTERIOR— is installed after the window, it should be tucked FACADEE I under the sill flashing and overlap the jambs and wlNooW FASTENER head flashing. SILL • SEALANT BEAD 0SEALANT BEAD IF FLASHING IS NOT ADHESIVE The window depicted in this drawing is intended for use on typical construction. It is the AMERICAN CT ARCHITECTURAL "JIMR responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. ® MANUFACTURES ASSOCIATION N 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, FL9(800) 282-6627•www.NuAir.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 SHEATHING1 & 950 SH HUNG WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Window Installation: WEATHER WINDOW RESISTANT FASTENER BARRIER i • •I EXTERIOR Installation fasteners for windows should FACADE ; wooD • -:..- :, ,; FRAME be a minimum Iz", 4d nail or 6 x 1-1" drywall screw, • ^ • HEADER with an embedment of at least 1 J-". Fasteners RIGID FLASHING DRYWALLshould be located at a maximum of 4" from each (OPT., BY OTHERS) corner and 18" O.C. for screws and 9" O.C. for INTERIOR FILL INTERIOR VOID WITH nails. MINIMAL EXPANDING FOAM It is recommended that all screws or — IF PER CODE nails be sealed to prevent infiltration of air and `' • water. Product may be shimmed as necessary. IF NECESSARY, • USE SHIMS WHEN Weatherproofing: - INSTALLING TO KEEP PLUMB dt LEVEL Flexible flashing should be installed in a • WEATHER FLEXIBLE weatherboard fashion. The top layer should overlay RESISTANT FLASHING BARRIER any layer beneath it. The weather resistant barrier EXTERIOR FLEXIBLE WEATHER FINISHED 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 The window depicted in this drawing is intended for use on typical construction. It is the ARCHTPAMERICAN RAL responsibility of others P �' to determine if it is applicable. Additional flashing, vapor barriers etc. PP g> P ®MEMBERnoN MANUFACTURES may be specified b the Y sP Y project architect. Wind and design pressures vary within each state and P J P D MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-66270www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE FLASHING WEATHER — r RESISTANT BARRIER EXTERIOR FACADE • RIGID FLASHING (OPT., BY OTHERS) INTERIOR WEATHER i•. ESISTANT BARRIER I EXTERIOR JAMBS HEADER PLYWOOD SHEATHIN FLEXIBLE FLASHING NEATHER MISTANi BARRIER i WINDOW WOOD FRAME HEADER • DRYWALL FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTAWNG TO KEEP PLUMB dt LEVEL WINDOW FASTENER vn\SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FIN, AWNING WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum 1j", 4d nail or 6 x 1j" 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 ARC.mTECTURA res onsibili ofothers to determine ifit is a licable. Additional flashin va or barriers etc. P ty PP g= PMANUPACNRI'SAssac,AnoN ma be s ecified b the roject architect. Wind and desi ressures va within each state and Y P Y P J � P ry& ,AIR IMAMERICAN MEMBE0. county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (1130 DP) wind Tampa, FL•(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE HEADER PLYWOOD ISERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, FIXED FLASHING SHEATHING PMT & DPW WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) WEATHER WINDOW RESIST FASTENER Window Installation: BARRIER ( • •; EXTERIOR Installation fasteners for windows should woo0 FACADE • • s:; FRAME i be a minimum 1", 4d nail or 6 x 1z" drywall screw, • • HEADER with an embedment of at least 11". Fasteners RIGID FLASHING. DRYWALL should be located at a maximum of 4" from each (OPT., BY OTHERS) ; corner and 18" O.C. for screws and 9" O.C. for INTERIOR nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and =; ; • FILL INTERIOR VOID WITH EXPANDING FOAM water. Product may be shimmed as necessary. MINIMAL - IF PER CODE IF NECESSARY, USE SHIMS _ • Q- WHEN INSTALLING To Weatherproofing: - KEEP PLUMB do — 7 LEVEL Flexible flashing should be installed in a • Ra1TMsiAHr FLEXIBLE weatherboard fashion. The top layer should overlay BARRIER FLASHING any layer beneath it. The weather resistant barrier EXTERIOR FLEXIBLE WEATHER FINISHED SILL should then cover the flexible flashing at the • FLASHING RESISTANT • header. JAMBS BARRIr3R = = The application of the weather resistant EXTERIOR • barrier will vary based on when it is installed. If it FACADE is installed after the window, it should be tucked WINDOW FASTENER under the sill flashing and overlap the jambs and SILL head flashing. • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE The window depicted in this drawing is intended for use on typical construction. It is the AMERICAN of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES responsibility PP g, P MANUFACTURES A AT N may be sp ecified b the project architect. Wind and design pressures v within each state and TIJAI&R ssoc, co Y sP Y P J gn P vary 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 INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, HORIZ. ROL- OH2l3 HR LER WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) .4 Buckstrips must be set in a bead of sealant. The exterior joint • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A 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. $1" spruce or comparable lumber. In accordance with the Florida . e AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the Window frame is fully supported by the buckstrip at both the SHIM AS NEEDED interior and exterior. • WINDOW FASTENER If using thick wood buckstrips: Installation fasteners should be a minimum 6" X 24" masonry FILL INTERIOR VOID WITH . • MINIMAL EXPANDING FOAM 'EXTERIOR screws, installed through the window and buckstrip, into the - IF PER CODE masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of 14" is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the No FASTENERS buckstrips should be no less than 4" X 2k". 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 li " INSTALLING To KEEP PLUMB dr • — wood screws, installed through the window into the buckstrip. LEVEL • • . —_—_—_ — Window may be shimmed as necessary, provided a minimum Y TY, = • screw embedment of 11" is maintained in the buckstrip. Window d G Q tLpT, pouR� fasteners should be located a maximum of 4" from each comer and PRECAST° d CONCRETE SILL d CONCRETE SILL maximum of 18 O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the • SEALANT BEAD SILL buckstrips should be no less than 12" X 2J". Buckstrips should be installed using minimum 16 X 24" masonry Screws, to maintain 14" embedment, and be 18" O.C. window depicted in this drawing is intended for use on typical construction. It is the AMERICANARCHITECTURAL responsibility of others to determine ifit is applicable. Additional flashing, vapor barriers, etc. VAMRThe MANUFACTURESASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state and IM&MMITER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282.6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, FIXED PW & DPW WINDOWS 1N WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint ° • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A EXTERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • INTERIOR PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, • BUCKSTRIP (MIN. a}' spruce or comparable lumber. In accordance with the Florida AS SHOWN) `v Building Code, a taper, or bevel on the buck is acceptable if the 1 !Window frame is fully supported by the buckstrip at both the SHIM AS NEEDED interior and exterior. WINDOW • FASTENER If using+" thick wood buckstrips: IOR v: MINIMAL OM1 Installation fasteners should be a in 16' X 24" masonry EXLL 4 PANDMG e • - IF PER CODE 'EXTERIOR screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of la' is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. The actual size of the buckstrips should NO FASTENERS be no less than 4" X 26'. THROUGH ; SILL If using A " thick or greater wood buckstrips (not shown): IF NECESSARY, USE SHIMS Window installation fasteners should be a minimum #10 X 1i" • wood screws, installed through the window into the buckstrip. _ INSTALLING TO KEEP PLUMB & • • • —_—_—_ — — Window may be shimmed as necessary, provided a minimum LEVEL • Q screw embedment of 14" is maintained in the buckstrip. Window ° fasteners should be located a maximum of 4" from each corner and PRE CAST `1ZLAT, PouRtb maximum of 18" O.C. The actual size of the buckstrips should be d CONCRETE SILL d CONCRETE SILL no less than ill" X 2s'. Buckstrips should be installed using SEALANT SILL minimum 16' X 2a' masonry screws, to maintain • BEAD la" embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the AMERICAN ARCHITaCTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. ( MR a OPIA ION may be specified by the project architect. Wind and design pressures vary within each state and ® ®immaeR county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tamp07 a, FL•(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 FINSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS HEADER & 500 SGD DOORS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall 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 �E`� BUCKSTRIP accordance with the Florida Building Code a taper, or bevel g • 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" thick wood buckstrips: Installation fasteners should be a minimum 16" X 2-1" masonry screws, installed through the door frame and buckstrip, into the ' masonry. Door may be shimmed as necessary, provided a I , i minimum screw embedment of 14" is maintained in the MINIMUM masonry. Fasteners should be located a maximum of 4" from RECOM— each corner and maximum of 18" O.C. The width ofthe MENDED buckstrips should be no less than the frame frame of the door, • • AFTER INSTALLATION, SEAL JAMBS HORIZONTAL JOINT 1 If using 13 " thick or greater wood buckstrips (not shown): BETWEEN cK Door installation fasteners should be a minimum #10 X 1" wood screws, installed through the window into the buckstrip. EXTERIOR Door may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the buckstrip. Door FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM d IF NECESSARY, fasteners should be located a maximum of 4" from each comer — IF PER CODE - . ' USE SHIMS WHEN TO and maximum of 18" O.C. The width of the buckstrips should • KEEPNPL MB & LEVEL be no less than the frame frame of the door. Buckstrips should • SEALANT BEAD TRACK be installed using minimum 6" X 24" masonry screws, to maintain 11" embedment, and be 18" O.C. The door depicted in this drawing is intended for use on typical construction. It is the ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUFACTURES A71J&RAMERICAN ASSOCIATION may be specified b the ro'ect architect. Wind and design pressures v within each state ywi hip h to and Y project � P m1' E MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS & 500 SGD DOORS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) HEADER Sliding Glass Door Installation: Installation fasteners for jambs and INTERIOR header should be a minimum #10 x 1? screw. • INTERIOR Installation fasteners for the track should be a O • DOOR SHIM AS —FASTENER NEEDED minimum 1? masonry screw. All fasteners should have an embedment of at least 14". Fasteners / should be located at a maximum of 4" from each i comer and 18" O.C. for screws. It is recommended that all screws be 3 sealed to prevent infiltration of air and water. -------1' Product may be shimmed up to 4" if necessary. I i MINIMUM 1}" JAMBS '' Maom Weatherproofing: • AFTER INSTALLATION, SEAL Flexible flashing should be installed in a g HORIZONTAL JOINT weatherboard fashion. The top layer should overlay EXTERIOR BETWEEN TRACK AND IAMB 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 IFIECESSARY, MINIMAL EXPANDING FOAM d' ° USE SHIMS WHEN barrier will varybased on when it is installed. If it - IF PER CODE INSTALLING TO � _,i is installed after the door, it should be tucked under KEEP PLUMB do LEVEL- the sill flashing and overlap the jambs and head • SEALANT BEAD TRACK flashing. Th The door depicted in this drawing is intended for use on typical construction. It is the AMERICAN ARCHITECTURAL responsibility p ibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUNACI'URES ASSOCIATION bespecified b the project architect. Wind and design pressures v within yy p J gn p ur vary w thin each state and MEMBERIMR. county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282-66270www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. 1 •l 6", 0 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions, Use only a maximum of 1/4" thick shirrs, Predrill the jambs and headers using 1/8" drill bit, Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck, Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rou h opening buck. Consult the architect or engineer of record concerning ,Tastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONTI AT OPENING SIDES AND HEADER, )KA 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE OFO1 /4""MEIkBEDMENT INTO THE I MASONRYA JAMBS MINIMUM 6" 6 SPAC EVEi 6" 6" SINGLE DOOR VEI i r SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES n # 2# rr rr # 3# rr III III II I II I 1 II I II III III E E # IF # // # r 43:# DOUBLE DOOR W/ SIDELITES PACE VENL I 1 L I I � _ f AoCREATED 01-02-02 120 MPH 3 SEC. GUST DOUBLE DOOR SPACE -VENLY l7 SUxt f{LC fArmmu nua l wa OPTIONAL 16 9/16' MAX, TYP. 2 3/4" htAX, TYP. AT HFAD/SILL 4" i3O. AT HEAD/SELL CORNE SEE COLUMN 'A' FOR HEAD/SILL NM OF ANCHORS ,A AT 14CAD OR SILL tl I` If tt H 1f II N 11 JJ'JJL °� $ �6, DSO-•ANN, CLASS - 058•ANN. CLASS . ro m tl it B 11 �1 l i 11 33 5/16' D.L. OPG. D.L. CFO 30 1/4- m NT WIDTH 72" lip a WINDOW MOTH TEMD UNIT XO OR OX SIZE,S WINDOW DINES A DSR - ANN GILASS WIDTH HEIGHT nxr. (t} INT. {) 24" 4 BO.0 67.0 36°' 4 60.0 07.0 4811 20 6 50.0 67.0 60" 6 , 60.0 67.0 72" 6 60.0 64.2 2429 4 50.0 67.0 48" 3611 4 50.0 64,9 8 50.0 54.3 Boor 6 48.8 48.8 72" 6 42.9 42.9 24" 4 5D.0 67.0 36" 4 5D.0 1 50.7 4811 4B" 430„ 8 38.8 36.8 B 36.1 36.1 37" 4 60.0 .67.0 53418" 26" 6 5D.0 67.0 .7411 a 50.0 50.1 37" 4 50.0 58.8 5341811 38.318" 8 50.0 50.1 74V 6 39.6 39.6 371t 4 46.0 46.0 53-118" 60.5/81' 6 36.1 36.1 A = NO. OF ANCHORS PER HEAD & BILL ' SERIFS-8500 ALUM, HOR Z, SLQDING WINDQW CO 4MPAR 1VE AN6LYSI8.GHART BASED ON FTL 1130 OF 07.21-95 TEST SIZE! = 7211 X 4811(OX) DESIGN LOADS =+50.0, -43.3 PSF WATER INFILTRATION TEST = 7.5 PSF TESTOD 13L.ASS = 0813. ANNEALER AFPRQVED QQNFIGUR6•I0L[5 _ • GLASS WIDTHS TO BE EQUAL ON MOVING AN O FI RES . WOOD BUCKS NOT BY LAWSON INDUSTRIES, MUST SUSTAIN TYPICAL ANCHORS LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER. THEME TO THE BUILDING STRUCTURE, LBY OR EBY WOOD BUCKS /�__ �� TYFIGA� ANCHDRSI SEE•ELQ4/CHART FOR SPACING 17 3/16" TAPC00 OA9 WO 26Y WOOD BUCKS OR WOOD STRUCTURE t" MIN. PENETRATION INTO WOOD B THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY B 12 1-1/4' MIN. EMBED INTO MASONRY • SSA, NTS: .. • . EACH VENT SEALED WITH WHITE COLORED 8E'ALANT. •�CORNER 40 FROM EACH END tX w2 = a�T" 3,/ B" WEEP HOLE)AT2" FROM/EACH END OF VENT s i 1 I2 i I tt 17 �e } W1 2D..r W2 44- 1• 6 r � •• 1 TYPICAL ANCHORS TYPICAL,ANCHOIU �1,424 ^-•-j ji .OBE 1.680.. - t T VP, 2.12E � 0 11,126 1.437 1 TYP, _..... 6 I LL_ 1414 _. .749 L .7a5 FRAME; JAMB FRAME HEAD - -043 I,laoa a62 2.062 TYA, E i62 !F TYPVENT TOP/BOTTOM RAIL �Lti75- FRAME S14L I I ,7Sa j JI•ag4 FIXED MTG. RAIL MEE7ENG RAIL Itly VQDD • �~ 2 >< 1P.TA WOOD BUCK • NOT BY LAWSON IND. H 1YT," MIN.. WOOD GMBaxO 14 S, ' MUST SUSTAIN IMPOSED ' • _ • S 1/2" FROM CORNERS LOADS 'PMIDPDINr , 3/16" ANNEALED GLASS SHIM MAX FIN FRAME CLEAR ADHESIVE ZX WOOD DUCK REDDING COMPOUND HEAVY DUTY RAIL - 1/4" MAX. 3/16"-ANN. K 10 S.M.S. 1. THIS PRODUCT IS OESIGNEO AS PER THE SOUTH FLORIDA BUILDINO CODE SHt GLASS 14' MIN. WOOD SMESED TEST UNIT 1994 EDITION FOR IAU11U-VADE COUNTY OR 2001 FLORIDA ISUILDINO CODE. ,249 1 " 18 8 g SEE SCHEDULE BELOW AL80 FOR WIND LOADS AS' PER.ASCG 7 USING CORRESPONDING LOADS. 10 1 FOR ANCHOR SPACfH13 PERFORMANCE SUMMARY P. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFW bB7" ITYPA LOADS To THE STRUCTURE. 2 >< tP, B 3. ANCHORS SHALL BE AS LJSTEOt SPACED AS SHOWN ON DETAILS, II WODp BUCK TEST SI C r 1t.-i TEST 75-1/2" ANCHOR ELIBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL t3 t TEST LDADS SL« 4.5. - 7.5 PSF DRESSING OR STUCCO, t a ] {I 4 1.875 19 TEST N LOAO .6 .0 -94,5 PSF J QESIGN LOARSt •b3.0 -810 PSF CLEAR ADHESIVE WATER INFILTRATION TESISI 9.5 PSF „ CLEAR A COMPOUND TESTED CILASSi / 6--A 311E -'ANN, - MAX. JAMB SCREW SPACINGe 15-3/4" S 10-3141.' • GLAS I 1 7" b1sPYH7S" G AXUJD . li 2 S0" 375" GLAZING 13 �81T1t1 I A-A16 DEPTH IBITIJ \./ NON -IMPACT RESISTANT' WINDOW wto PLAN VIEW WIDTH 4? { 4 1.43 --ri------------"-��4n 20-9/16" tTYP, iT61i PART p gUANTtTY DESCRtPTIatt UAT£RIAG klANP,/SUPP448R/R$ldARKS 1 L-753 I FRAME HEAD 6068-Ts 2 L-761 I FRAM$ SILL 6063-T6 . 3 L-760 E 1 FRANC JAMB FIXED RAIL B463-Y6 6D63-T6 ' 4 L-7S4 5 L-772 I VENT HEET[NO RAIL 6063-T6 6 L-737 2/ VENT TOP AND BOT70H RAIL 4063-TS 7 L-7H6 t JAMB STILE 6063"Tb B L-767 AS REDD, GLAZING DEAD ALUHINUH ROLL FORMED FS-006 AS REOD, FRAMVVENT ASSEMBLY SCREWS " II a X 3/4' P.N. PHILLtPS 9 E FIX- RAIL SILL SCREWS - tt 8 x 2' Rill PHILLIPS Ia - L-770 AS' Rt;00. VENT JAMB RAIL W'STRIPPING VINYL 314' UfA. DULf1 It t2 PYS-003 AS REED, FIN SEAL VEATHERSTRIPPIHG IS7' X .11W (7880-6001-9) l3 PVS-005 AS REDD. FIN SEAL VEATHQRSTRtPPJtiG - .i87 X +350t t7834»6001.71 t4 PVS-004 AS READ, FIN SEAL 11EATHERSTRIPPING .tB7' X .3ta' t7930-6a01�8? 13 .. - .. «. •16 17 - L-720 6J VENT VENT FACE GUIDE - PLASTIC AT 8-S/I:' FROM ENDS & NTDSPAN ID . L;-763 2. VENT ROLLER HOUSING PLASTIC AT EACH END 19 L-764 E ' I:It/ VENT ROLLVHEEL BRASS EO L-762 1 SILL TRACK INSERT GM 6 2t L-741 2/ VENT VENT LATCH IAt gt FROM ENDS R8 L-75iM 2 VENT t ATCH SPREHG ."TYPICAL ANCHORS X S AXW oX OPPOSITE - a 9 T 9 OR 2BY DUCTS - / 9 f 1 i ' PRA►A T ,,,j�ORNER _ • • -ROLL L FORME OR EDD ALUM' t,;; I+n TOPJBUTTO�{ CORNERS 058 ANN. GLASS , f 10 1 I \ BEoDI NNG COWIOUND ' .. JAMB STILE FRAME- ROTTOM CORNER , i I 1i 21 1 1 HEAVY DUTY 3 I MELTING RAIL 20 If f 1 1 ! 1 2O I - • 2,209 18 5 B Met HT 1/4" MAX. Ito W SHIM 1 . 1Ya" Ems ED 1/2- FROM CORN s,CO MIDPOINT to CORNEAS 11 10 $,M.S, 1h" MIN, WOOD EMBED 2 1 IP,T.) (� 5-1/2" FROM CORNERS WOOD BUCK L 2 It 1P.T.1 b (P1 MIDPOINT WOOD SUCH HEADER & SILL SECTION. ALT, SILL SECTION „ 1 7HIS.WINDOW SYSTEM 19 OESI13NED AND TESTED TO COMPLY WITH 714E REQUIREMENTS OF THE 1994 CADE COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE LS,F,B.CJ CHAPTER A, CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAWING. 3/16'-ANNEALED GLASS -HD RAIL WINDOW COMPARATIVE . ANALYSIS CHART Dlin`00wus DESIGN LOAD 'CAPACITY-PSF WIDTH HIPON' Pa81TfVi NCaATN6 It -its 633 Btp,B 26-t/2 26 63.3 32TA y7 • III 63,] if14 s�-tte 14•Tt6 63,3 12a.7 law 1!!' 30.110 •• • 81,3 2]il.t 37 ' 1ST 61.3" f5Ri" `63.fI0 btt.3 "1D6.t 19-1/0 61.3 316.1 26.1l2 60-514 63J "20A6 , !!1 anal' '13ao` mi.uB If-613 sv1/a 61.3 • 2a3,t. 26+1t3 36 3` `166t ,J7 t61 61.3 US,T so•ve 63,3 716917 ?6-ftt 63 b9. HAA 37 171 6XII 11VA 53-i16 611 19d/6 63.3 T64,6 a's�tiz IL.jJ41 61.3 iira 37 11t 6IJ 92.$ 'si•tts 6L4- 61,t 7. 211 WOOD DUCKS SHALL BE IN$TALL50 INOT•BY LAWSON IND.) AND ANCHOR90 NB tN P.tRENTH6IilS UfOICATCS ND OF SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE ANCHCAS PtA IAMIS WITH REQUIREMENTS OF 199t. S.P.B.C. 2 ANCHOR OSdCRIDEO IN THIS LAYOUT ARE AS PER TESTUNIT, OTHER CONDITIONS TO BE CNOINSBREO SEPARATELY. 4 ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE 10 B£ ENGINEERED ON A SITE SPECIFIC OASIS. »" �• . •. __ 1 x IP.T.1 WOOD BUCK APPROVEDASCOMPLYINOV TH WINDOW N 10 S.H.S. NOT BY LAWSON IND SOUT FLURIDA8Utt#1itMCOb WIDTH 115" MIN. W000 EMBSO MUST SUSTAIN IMPOSEl�A AS SHOWN ON ELEVATION LOADS j+11 a iSBB SCHEDULt? BELOW FOR E3Y 3=t/&�• a /L" 1 NUMBER OF ANCHORSI 1/B"»ANN. •-.."--.. A d" MAX 1TYP.I 11 10 S.M.S. GLASS U CO OLOtVfSI H iTYPd O DtS7 1Ys" MIN, WOOD EMBED CLEAR ADHESIVE 14/A4" SHIM • BUR,bloCOODECOMPLIAFI CB TYA, 1 (14" FROM CORNERS EODIND COMPOUN a d ° t t0 MtgPDtNT ti DE . ACCteartWCEN (L I d WDpd 8tlC1C 1.t24" t2 3 3Jt " 10TAPCON th in(SLLFSCHEDULE' D - t/t"MAX. • BELOW FOpR NUMBER sHtM DP ALICHdas1 s • In a t0 d / � 014 1 -" I EMBCt3 ° I_ CLEAR ADHESIVE 13 " a �• 3/16"-ANN. BEGGING COMPOUN02 x IP T.) CLASH WOOD BUCK $$ 375'• GLAZING t I7 } I /� ��"i ORE GLAXIND if i OEPTI4IBITl l \.:./ • • i 18 WfN . d PLAN VIEW 8, ell ANNEALED GLASS v 1. " jX ;GE 29i,J O RAB�ICK 3/1a t6 TAPCDN {y4 i' FROM CORNERSIL N 4 �""", t t'43 • . • r A .. a. TPEER�FtMANDA SUMMARY w TEiSt;fiENCBt PT1/r X 12-8-97 ( IT ' x II • � , ' t x IP,T.) TEST SIZE: S3-t/B" X 74..t/4" I1•- 1TYP,1 g 21 11 HEAV NQ RAIL '' ' • • WOOD BUCK TEST LQAQSt 094.5, -94.S PSF ELEVATION a" MAX. 095113N LGADSt •63,0, -63,0 PSP FLANGE FRAME 1rYP;1 I 1/SHIM"' WATER iNPILTRATION TESTt 9,5 PSF SINGLE HUNG WINDOW TESTED GLASS% BJTIf L1j�N .ALRD " I .7 9" MAV. JAM13 SCREW SPACINW 15-3/4" 8t 17-314" as II Ivoru-1nnPAarISTANT ' I .667" JJ1 t CLEAR ADHESIVE DECIDING COMPOUND ' 6-1/2" MA%, -g,�" L J TYP I _ ?TYP,j • mm va q D �6- h a3 C t% w ELEVATION tTYP 1 FIN FRAME SINGLE HUNG WINDOW 6-1/2" MAX. . - ITYP.I `�� •FLI 11 10HEa1HT r «� 2O 1t 66T7" « 11 • 1B 2$ •d \ • 4 '• • • •• @f 1144 t7 • 2 7�710" MIN. - t/4' MAX. .EO GIST. ` SHIM P• H 10 &H.S. L 1Y,"MIN. WOOD EMBED E BED. 3/16"0 TAPCOt4s 6"IRON CORNERS 1-01 0 6" FROM CORNERS 2 If;P.T.I WOOD But HEADER & SILL SECTION NOTE S1 1. s" L THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY %,hTH THE: ALT. HEADER & SILL SECTION REOUIRt MEETS OF THE 1994 DADE COUNTY.601TION OF THE SOUTH- FLORIDA BUILDING COOL' tS F.B,C.) CHAPTER 4, CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAW1110. 2. 1w DR 2 x WOOD SUCH$ SHALL 8E INST'ALLEO (Nbr sY LAWSON IND.) AND ANCHORED 80 THAT THE BUILDING RESISTS. THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.P.9.0 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS 10ER TEST UNIT, OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 4, ANCHOR CONDITJDNS NOT DESCRIBED IN THIS DRAWING ARE TO DE ENGINEERED $44.IN PARL11189515 JUMCA1112 NO, all ON A SITE SPECIFIC BASIS. ANCHORS PER 1A11D 2116-ANNEALED GLASS -HD RAIL 3/16'-ANNEALED GLASS -HD RAIL WINDOW COMPARATIVE . ANALYSIS CHART Dlin`00wus DESIGN LOAD 'CAPACITY-PSF WIDTH HIPON' Pa81TfVi NCaATN6 It -its 633 Btp,B 26-t/2 26 63.3 32TA y7 • III 63,] if14 s�-tte 14•Tt6 63,3 12a.7 law 1!!' 30.110 •• • 81,3 2]il.t 37 ' 1ST 61.3" f5Ri" `63.fI0 btt.3 "1D6.t 19-1/0 61.3 316.1 26.1l2 60-514 63J "20A6 , !!1 anal' '13ao` mi.uB If-613 sv1/a 61.3 • 2a3,t. 26+1t3 36 3` `166t ,J7 t61 61.3 US,T so•ve 63,3 716917 ?6-ftt 63 b9. HAA 37 171 6XII 11VA 53-i16 611 19d/6 63.3 T64,6 a's�tiz IL.jJ41 61.3 iira 37 11t 6IJ 92.$ 'si•tts 6L4- 61,t 7. 211 WOOD DUCKS SHALL BE IN$TALL50 INOT•BY LAWSON IND.) AND ANCHOR90 NB tN P.tRENTH6IilS UfOICATCS ND OF SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE ANCHCAS PtA IAMIS WITH REQUIREMENTS OF 199t. S.P.B.C. 2 ANCHOR OSdCRIDEO IN THIS LAYOUT ARE AS PER TESTUNIT, OTHER CONDITIONS TO BE CNOINSBREO SEPARATELY. 4 ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE 10 B£ ENGINEERED ON A SITE SPECIFIC OASIS. »" �• . •. __ 1 x IP.T.1 WOOD BUCK APPROVEDASCOMPLYINOV TH WINDOW N 10 S.H.S. NOT BY LAWSON IND SOUT FLURIDA8Utt#1itMCOb WIDTH 115" MIN. W000 EMBSO MUST SUSTAIN IMPOSEl�A AS SHOWN ON ELEVATION LOADS j+11 a iSBB SCHEDULt? BELOW FOR E3Y 3=t/&�• a /L" 1 NUMBER OF ANCHORSI 1/B"»ANN. •-.."--.. A d" MAX 1TYP.I 11 10 S.M.S. GLASS U CO OLOtVfSI H iTYPd O DtS7 1Ys" MIN, WOOD EMBED CLEAR ADHESIVE 14/A4" SHIM • BUR,bloCOODECOMPLIAFI CB TYA, 1 (14" FROM CORNERS EODIND COMPOUN a d ° t t0 MtgPDtNT ti DE . ACCteartWCEN (L I d WDpd 8tlC1C 1.t24" t2 3 3Jt " 10TAPCON th in(SLLFSCHEDULE' D - t/t"MAX. • BELOW FOpR NUMBER sHtM DP ALICHdas1 s • In a t0 d / � 014 1 -" I EMBCt3 ° I_ CLEAR ADHESIVE 13 " a �• 3/16"-ANN. BEGGING COMPOUN02 x IP T.) CLASH WOOD BUCK $$ 375'• GLAZING t I7 } I /� ��"i ORE GLAXIND if i OEPTI4IBITl l \.:./ • • i 18 WfN . d PLAN VIEW 8, ell ANNEALED GLASS v 1. " jX ;GE 29i,J O RAB�ICK 3/1a t6 TAPCDN {y4 i' FROM CORNERSIL N 4 �""", t t'43 • . • r A .. a. TPEER�FtMANDA SUMMARY w TEiSt;fiENCBt PT1/r X 12-8-97 ( IT ' x II • � , ' t x IP,T.) TEST SIZE: S3-t/B" X 74..t/4" I1•- 1TYP,1 g 21 11 HEAV NQ RAIL '' ' • • WOOD BUCK TEST LQAQSt 094.5, -94.S PSF ELEVATION a" MAX. 095113N LGADSt •63,0, -63,0 PSP FLANGE FRAME 1rYP;1 I 1/SHIM"' WATER iNPILTRATION TESTt 9,5 PSF SINGLE HUNG WINDOW TESTED GLASS% BJTIf L1j�N .ALRD " I .7 9" MAV. JAM13 SCREW SPACINW 15-3/4" 8t 17-314" as II Ivoru-1nnPAarISTANT ' I .667" JJ1 t CLEAR ADHESIVE DECIDING COMPOUND ' 6-1/2" MA%, -g,�" L J TYP I _ ?TYP,j • mm va q D �6- h a3 C t% w ELEVATION tTYP 1 FIN FRAME SINGLE HUNG WINDOW 6-1/2" MAX. . - ITYP.I `�� •FLI 11 10HEa1HT r «� 2O 1t 66T7" « 11 • 1B 2$ •d \ • 4 '• • • •• @f 1144 t7 • 2 7�710" MIN. - t/4' MAX. .EO GIST. ` SHIM P• H 10 &H.S. L 1Y,"MIN. WOOD EMBED E BED. 3/16"0 TAPCOt4s 6"IRON CORNERS 1-01 0 6" FROM CORNERS 2 If;P.T.I WOOD But HEADER & SILL SECTION NOTE S1 1. s" L THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY %,hTH THE: ALT. HEADER & SILL SECTION REOUIRt MEETS OF THE 1994 DADE COUNTY.601TION OF THE SOUTH- FLORIDA BUILDING COOL' tS F.B,C.) CHAPTER 4, CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAW1110. 2. 1w DR 2 x WOOD SUCH$ SHALL 8E INST'ALLEO (Nbr sY LAWSON IND.) AND ANCHORED 80 THAT THE BUILDING RESISTS. THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.P.9.0 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS 10ER TEST UNIT, OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 4, ANCHOR CONDITJDNS NOT DESCRIBED IN THIS DRAWING ARE TO DE ENGINEERED $44.IN PARL11189515 JUMCA1112 NO, all ON A SITE SPECIFIC BASIS. ANCHORS PER 1A11D 2116-ANNEALED GLASS -HD RAIL 7. 211 WOOD DUCKS SHALL BE IN$TALL50 INOT•BY LAWSON IND.) AND ANCHOR90 NB tN P.tRENTH6IilS UfOICATCS ND OF SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE ANCHCAS PtA IAMIS WITH REQUIREMENTS OF 199t. S.P.B.C. 2 ANCHOR OSdCRIDEO IN THIS LAYOUT ARE AS PER TESTUNIT, OTHER CONDITIONS TO BE CNOINSBREO SEPARATELY. 4 ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE 10 B£ ENGINEERED ON A SITE SPECIFIC OASIS. »" �• . •. __ 1 x IP.T.1 WOOD BUCK APPROVEDASCOMPLYINOV TH WINDOW N 10 S.H.S. NOT BY LAWSON IND SOUT FLURIDA8Utt#1itMCOb WIDTH 115" MIN. W000 EMBSO MUST SUSTAIN IMPOSEl�A AS SHOWN ON ELEVATION LOADS j+11 a iSBB SCHEDULt? BELOW FOR E3Y 3=t/&�• a /L" 1 NUMBER OF ANCHORSI 1/B"»ANN. •-.."--.. A d" MAX 1TYP.I 11 10 S.M.S. GLASS U CO OLOtVfSI H iTYPd O DtS7 1Ys" MIN, WOOD EMBED CLEAR ADHESIVE 14/A4" SHIM • BUR,bloCOODECOMPLIAFI CB TYA, 1 (14" FROM CORNERS EODIND COMPOUN a d ° t t0 MtgPDtNT ti DE . ACCteartWCEN (L I d WDpd 8tlC1C 1.t24" t2 3 3Jt " 10TAPCON th in(SLLFSCHEDULE' D - t/t"MAX. • BELOW FOpR NUMBER sHtM DP ALICHdas1 s • In a t0 d / � 014 1 -" I EMBCt3 ° I_ CLEAR ADHESIVE 13 " a �• 3/16"-ANN. BEGGING COMPOUN02 x IP T.) CLASH WOOD BUCK $$ 375'• GLAZING t I7 } I /� ��"i ORE GLAXIND if i OEPTI4IBITl l \.:./ • • i 18 WfN . d PLAN VIEW 8, ell ANNEALED GLASS v 1. " jX ;GE 29i,J O RAB�ICK 3/1a t6 TAPCDN {y4 i' FROM CORNERSIL N 4 �""", t t'43 • . • r A .. a. TPEER�FtMANDA SUMMARY w TEiSt;fiENCBt PT1/r X 12-8-97 ( IT ' x II • � , ' t x IP,T.) TEST SIZE: S3-t/B" X 74..t/4" I1•- 1TYP,1 g 21 11 HEAV NQ RAIL '' ' • • WOOD BUCK TEST LQAQSt 094.5, -94.S PSF ELEVATION a" MAX. 095113N LGADSt •63,0, -63,0 PSP FLANGE FRAME 1rYP;1 I 1/SHIM"' WATER iNPILTRATION TESTt 9,5 PSF SINGLE HUNG WINDOW TESTED GLASS% BJTIf L1j�N .ALRD " I .7 9" MAV. JAM13 SCREW SPACINW 15-3/4" 8t 17-314" as II Ivoru-1nnPAarISTANT ' I .667" JJ1 t CLEAR ADHESIVE DECIDING COMPOUND ' 6-1/2" MA%, -g,�" L J TYP I _ ?TYP,j • mm va q D �6- h a3 C t% w ELEVATION tTYP 1 FIN FRAME SINGLE HUNG WINDOW 6-1/2" MAX. . - ITYP.I `�� •FLI 11 10HEa1HT r «� 2O 1t 66T7" « 11 • 1B 2$ •d \ • 4 '• • • •• @f 1144 t7 • 2 7�710" MIN. - t/4' MAX. .EO GIST. ` SHIM P• H 10 &H.S. L 1Y,"MIN. WOOD EMBED E BED. 3/16"0 TAPCOt4s 6"IRON CORNERS 1-01 0 6" FROM CORNERS 2 If;P.T.I WOOD But HEADER & SILL SECTION NOTE S1 1. s" L THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY %,hTH THE: ALT. HEADER & SILL SECTION REOUIRt MEETS OF THE 1994 DADE COUNTY.601TION OF THE SOUTH- FLORIDA BUILDING COOL' tS F.B,C.) CHAPTER 4, CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAW1110. 2. 1w DR 2 x WOOD SUCH$ SHALL 8E INST'ALLEO (Nbr sY LAWSON IND.) AND ANCHORED 80 THAT THE BUILDING RESISTS. THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.P.9.0 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS 10ER TEST UNIT, OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 4, ANCHOR CONDITJDNS NOT DESCRIBED IN THIS DRAWING ARE TO DE ENGINEERED $44.IN PARL11189515 JUMCA1112 NO, all ON A SITE SPECIFIC BASIS. ANCHORS PER 1A11D 2116-ANNEALED GLASS -HD RAIL `�� •FLI 11 10HEa1HT r «� 2O 1t 66T7" « 11 • 1B 2$ •d \ • 4 '• • • •• @f 1144 t7 • 2 7�710" MIN. - t/4' MAX. .EO GIST. ` SHIM P• H 10 &H.S. L 1Y,"MIN. WOOD EMBED E BED. 3/16"0 TAPCOt4s 6"IRON CORNERS 1-01 0 6" FROM CORNERS 2 If;P.T.I WOOD But HEADER & SILL SECTION NOTE S1 1. s" L THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY %,hTH THE: ALT. HEADER & SILL SECTION REOUIRt MEETS OF THE 1994 DADE COUNTY.601TION OF THE SOUTH- FLORIDA BUILDING COOL' tS F.B,C.) CHAPTER 4, CHAPTER 23. CHAPTER 35, UNDER THE SPECIFIC CONDITIONS SHOWN ON THIS DRAW1110. 2. 1w DR 2 x WOOD SUCH$ SHALL 8E INST'ALLEO (Nbr sY LAWSON IND.) AND ANCHORED 80 THAT THE BUILDING RESISTS. THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 1994 S.P.9.0 3. ANCHOR DESCRIBED IN THIS LAYOUT ARE AS 10ER TEST UNIT, OTHER CONDITIONS TO BE ENGINEERED SEPARATELY. 4, ANCHOR CONDITJDNS NOT DESCRIBED IN THIS DRAWING ARE TO DE ENGINEERED $44.IN PARL11189515 JUMCA1112 NO, all ON A SITE SPECIFIC BASIS. ANCHORS PER 1A11D 2116-ANNEALED GLASS -HD RAIL 1AANDDW COMPARATIVE ANALYSIS CHART WINDOW DI:BtGN LOAF CAPACITY • P8F DIAleustoNs wows AkY18Me ODB TAPCDNSt9xWOOD9UCI0 TAPCONBttxWO DBUCIQ WIDTH HGGHT CITY. Of AOSIPIVE HEOA7tYC OTY. of P05171VI'. REOATIVS OTY. aP PDf iTIVE Neamwt twin •w0 & Seg 1J9 �4�N0� 6X3 i10.7 6]13 I164A 633 St6.6 ?6 �1ft h1 bs,a ................ 1S9.a . ]) a3.] 1oL.i f]) a2.3 .•...,...,.., 1717 «.,.. «. . 37 26 .«« 6 3 11td 63.1 14.6 6a3 124A ` 53-1/6 63.3 70,a: 59,E 32.0 62,3 86.E 19-1/8 63.11 2t9.7 631 163.E 63.3 226.3 26-lt2 JB-310 tS1 63w3 ' f19.a 'T fit 63.3 ' ttili 01 a].3 •••..•. •• 16t.7 6%3 194.11 63.3 ii.'! 633 ttt1.9 93•f/0 ails 0R7 60.3 ]B.1 43 ' 82.2 t9-1/6 61,3 108,9 63.3 122.E 63.3 .173.0 2631tx b] 3 116,3 6313 89,2 b3 3 12t 9 3T 1i0.9t0 0 } « 6] 3 ` 97,4 fit "67,] ' b7.9 111 Ail 89.4 •83d/0 613 68a ` u - 633r 613 t9-ttD a1a ,,, S6t,v , a�a tsta 63,3 -6J t:na 96.E 9' 129.0 'i6 16f `t?.3 •'�� ' • ` tel to) "G3.3 ` ]7 19SA 6�.] «&E:6' 69.5 97.4 'S]•tiB 62.3 73.8 ... it-ttft. b3.] 212.5 633 139.E 63.3 17IL11 =6•V7 67.3 t!i#L 63 t64,] b73 129.0 3? 67.3 t087 6113 • Tt,9 63.3 9?.t 83-/t0st:5" SEA 633 64,t 19-f!a 431) Is" 43.3 `0,1 ttn,6 63.3 1SL4 26-112 7t-1I4 1T1 6%3 130.1 ....• .. t1) Bill i91 6].3 1095 37 $37 60.8 113 61,D 633 70,L` $!-ub 1t9% SBA It4S` St a MAIll6 rLONICIA 33147 di AWSO*IN ++ (5) 6-964660 U&NUFACTUREAS Or iMNW*3 AC DOORS 0 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4' smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions, Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8' drill bit, PredriRing increases structural performance, Use only 8-1/8' wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning }astening the buck to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CUNT AT OPENING SIDES AND HEADER, WX I 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 OFOOIR 1/4' NBEDMENT INTO THE IMASONRYA HAVE MINIMUM 6' 6 SPAC EVEI 6' ,L ' ' �tl. 6 p 6 6' 60' SINGLE DOOR 6 i i t6 VE r 6aJ I I I I I I I III6p r r a p SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 6A A r a0 A p r a r r r 3r p " 111 il1 II I II t I II 1 ti 111 li1 r E p Ula r A A A A a DOUBLE DOOR W/ SIDELITES AoCREATED 11/11/02 120 MPH 3 SEC. GUST 6 SPACE EVENL ' 6 r Y r I , I 1 6 p r a 6' SPACE EVENLY D I ANSGO ENGINEERING, PA. P.D. SOX 344M - APOLLO BEAC 4 - PLORIDA - 33912 PHONE - (813) 648 0166 PAX - (813) 64.4 SEW r=13 10 OTHESE ACUENT ONTHiSSAND PROJECT.SNY REPRODUCTIONS ARE THE TOR PROPERTY AUTHORIZED USE IS PRO BINTE D. P.A. 2003 ANDTHE LENNAR HOMES SCALE NarED DRAUN f3m DATE III= TAMPA DIYiBION DOOR $ WINDOW INSTALLATIONS _--- DE Job NO. f0 i - 521 SDW2-L 6' SPACE EVENLY D I ANSGO ENGINEERING, PA. P.D. SOX 344M - APOLLO BEAC 4 - PLORIDA - 33912 PHONE - (813) 648 0166 PAX - (813) 64.4 SEW r=13 10 OTHESE ACUENT ONTHiSSAND PROJECT.SNY REPRODUCTIONS ARE THE TOR PROPERTY AUTHORIZED USE IS PRO BINTE D. P.A. 2003 ANDTHE LENNAR HOMES SCALE NarED DRAUN f3m DATE III= TAMPA DIYiBION DOOR $ WINDOW INSTALLATIONS _--- DE Job NO. f0 i - 521 SDW2-L • . I x (P T.1 WOOD BUCK R W S.1LS- HOT BY LAWSONtNb1 . 1K" MIL wado tMDoo MUST SuSTAiukiaw AS SHOWN pit ELEVATION 10ADS ` . • + + 1S1C SCNEOVLE SCLOW PqR NUHSER DP ANC ORS}' t/s"-ANN. t+ i] { tt- !t f0 SIM,S. GLASS ( I I D18 VA IV.- Hol. Waco EMBED CLEAR AON99NE .. 1� ~SIGH 1 . liplipoll"T Naas EDplNdC".0UN d a L pp pp 1't to �3 t 24IPT.) W.0 BUCK .f' .. ' t 3 31it" O TAPCaN= ' . 1/LiiHX. (SEE SCtROULE aOff•AW IftRzo tR •' � 7C19' :_.. -�•� , ill ' ' \J T. • T EMBED. • �- LLIKAR POUWn 13 • Ar ' { -- t6 2' OE001NG COCOM2xiPT.l T 6 • LASS *tOaa DUCK 121PIH�Tl1 1(F 0• AXflIfl 1 • \.,J + • , • P".V"W FLItG1A1 C3t.At38 . 1x CIO#}D W2K Llin FUA l.09 " env O TAPCOH i1:$ I RAU, ` i.4] a a • 1jt A- FRO" C0RNLRS 10 .t a + 4 t1 . t I• RER6RE1(tE1 PTL•t89B 12.8-97 I+-'� L« L� 2 1 •• i + : 1 x (P,T.1 TEST. SIZE, . 53-t/B X 'tI:-t/4~ - FA"A,T1ON . 6" AN, r HIIA lLqYfW a +' DUCK-VIST.LOADSt .9t S..4.$ PSP I MAX. I I1 M1tTTiN4RAIL . 114-HA14 DESIGN LOAD& ,63.0,-as-0PSP FLANt3��AN4E t7YF:t gHIM WATER iNFR.TRATION TIST, 93 PSF SINGLE HUNG WINDOW TFSTEOt1L41$3, 9t16".ANNEA t{D "' 1 ,-a 1 .qL " HAXiVAHa SCREW SPACIR40 15-7/4" M 17~8/Z 1 _ nN1t�t.1l►Atlerrr afslt~"snN[ /r.'i SILL I - .. I 11 . . . @ 2 tielOHi .' .6 7� " " . 11 .� • B� .I • �+ � + '+ . �KII'EW . " 17 t .a a 2 . `1-71W.11fN. 1S/�HAX. . gD IS . K t0 S.H.S.. I Its" M04 WOOD EMBED . )rt&'$ rAPC1JNa . .4 V1 FR011 MRROAS . (a 6• PROFi COA4KR5 2 K IP,T,) WOOD RUC . I ,HEADER & SILL SECTION . . , BEaUiRI NITS OF TUC 994 OAAECOUMTY EDITION CIF COMPLY S UTH THE ALT. A ,i, . Stt,L SECTION FLORIDA BUILDING COW t$.P,D,C.! CHAPTER A. CHAPTER TIT CNAPTCR 3$. UNDER THE SPECIFIC CONDIT /HS SHOWN aN THIS OXM4 41 . F. tx Op 7 N WOOD DUCKS SHALL GG INSTALLED (NOT BY LA,VSON Wad AND • ANCHORED So THAT THE BUILDING RESISTS TNC SUPBRIHI*aSEO LOADS tN ACCCROANCE,WITH RE M9119NTS OF 1994'S.F.ax. ' CDNOtTIONSOtO Ot ENGINE RED SSPARA7iLYPER TEST UNIT, OTHER . i . ANCHOR CONDITIONS NOT DESCRIoto IN 1111E ORAWNG ARE TO CC ENSIAMIID 140.o1PAR MNSSIs WIFICATtffi $4a$ ON A SITE SPECIFIC BASIS, . AWRINIA PER JAMO • A • :.A...... i0 S,H,S.t}' 411Fp M it 81 A1DPOW1 L• MAX. SHiH :' CLEAR ADHCSIVC GEOGtNG COMp0UN0 an I L43e" SrANRARO MEtirINO RAIL . 2/j 6"NEA,t8D G1A8W0I1AiL . ININDOINCIMPARAWIT . . ANALYSIS CHART . t�p p ON LOAD CIAPACW-PELT r>>Nt lwm� •. WQD08N 11>3 WOOD TA00ooN3 W0OU TAPCONS 1ttYYOOO1 010 won "EIGHT ATv. O P1tn1Vt kt0 %1ft ai Posivive NrEWTiVi a w POSI"VE. RCOATIVI MW „at C LR IT', t, .. . A3a .11ia AliI-011 04A .. b!Z . 14DAi ` 2/•t/. D 9l9j . 43 i t04.t Ii1 a t1I7 =1-,17 . N SL 2t ttl _ N.." •• . lA .." • . A2.7 •• ... • «.7c,d Ill ,«. __.. 43i tt4.4 ftX-tls 4is • 71 L Eb4 $ZD bat 14A . it -ill AT'S 2t9.1 AIa ♦ '02A 10 4, .. "] .1.1 31RA »...O- N.N.. 26-In .. ♦. « " 119.E., . . N.N ty1 .. /!a ,.N... u6,1 11 3R.3/! Nst "..'M N 6!1 i1R6. Ifl .«.. iI3 OiA b117 fSlO ai•t!i ' 6i of.? ' `"ita Rt.I'" i1,I ielti e"hin --'- Aaitb Ill iL! " - ".. »«« 1lf a • . ' (11 file ..,913 N, «. it.2 DM 633 ... 114 V ei4 Il i 47.E 11a 61 itt: " 61a,- "•s2.2 ' 'W-Ull 71"ill ' •44.3' ' .► , $2.1 3. .l.! 'tit Iu.t 4!a � NIA lit ui ,,:19 f1 III . i1a""'" " .dam«. - .. MA .«N, it, W. t.J1 (61 ,53 ,...«N, 1i/.0 ",«"., M.0 6I"t 61.3 8! 7 tlAi 'Sl.tfi I" " I&II . t" 394 L"E2'"" 1 6" . 44.i Ala 2us , : 3"9.•a 0.3. T7ed ..1l:t11. 2� W.3.. . Ix] .. . i«1 L. ql N.I" 633 . 14" (II " s»:3, . t29.4 - 32 6Y (7t Ili t430 623 TL9 its 9L4 11-ull t�i tsar ' '14.1 ffia,1 . i1.1 A4.r tl+ttl 9" . it" 673 TN.6 t]a 13L7 ']6-tJ! - S" Ilm ' 171 i1.t ` 111,`t « it) +l i 109E 1T tR-t!t III all !Ai Gas Ito - A7 A- 10 St-1/8 a.. fT! 899 1A.s t0 S 11,S• Sp" HEN. Waco 9MbED 2 in W.T:I WBD OUC9 NOT 8Y LAWSON RID, M 0901"? CDRNlRS 14UST SUSTAIN t4PIOSED LOAos • ' . . rr1P . N S/i 6" ANNEALED ©LASS SHIM MAX". FIN FRAME • CLEAR ADHESIVE BEDDING COMPOUND, 2X WOOD BUCK sMAX. arts~-AHN. L LEAVY DUTY RAIL ' F- s- GLASS B 0 10 SMS, i34" HUD. WOOD chaso TEST UNIT • " - - -4- h249' 1 1 Pot ANCHOR SPJtECLIIO4Q PERFiIRMANGf� SUMMARY .bed 2W000 BUtit ITYP,1 1 . 13 4 TEST ZE$$ 54 1/8 x 75.112" > A , La73 CLEAR DHEMYC t8 1 TEST LOADM -95.S. •94.6 PSF 0E1IONLOA08 1 •63.0, .e3.0 PSP 3/16 +ANTI. BEOG COMPOUND - WATER INFILTRATION TESTt 9,513912 TESTED IiL.ASSt " GtAS MAX. JAHS SCREWS AS A iN " b i0-3/4,• 0$Ptl�tBr17H10 I . 9 " 6 " Ito,13 . S~ fl1,A2IIB I] • - ig D�. . v1___-___yma w-tiI �-IM-PA CTBigISTANT . 1.09f- PLAN VIEV1f x+DI . W . S M S. Waco am . N t a MIN WORD EMBED NOT BY LAWSON IRM . �tS SHOWN ON ELEVATION MUST SUSTAIN EMPO$EO 1$94 SCHEDULE BELOW FOR ,LOADS . NUMBER OF ANCHOR$1 V41,4lgl. . CLASS . CLEAR ADHESIVE HA sum 04 i)SB-3mm ANNEALED GLASS irop1ND I;OMPDU HA _ " L " I ' (set 5CH"OuG snow FLANGE FRAME IX OR 2x WOOD BUCK + OR NUH9ER OP AWHORSi STANDARD RAIL I ' r y TEST UNIT t9 , LaEA�CifiMAN09 SUMMARY » w as 11040ENCE; FTL-1895 Ii-11-99 EH En• TEST' SiZE, 37" x 74-vL" ' 4J a At TEST LOADSt A71.0. -77.0 PSP t x Mr.) OES10N LOAOSi •51.3, .51.3 PSF - ffi" ,375« "A21N0 . [} t WOOD BUCK WATER INFILTRATiON TOSTI `.. 9.5 PSP oEpTH (BITE} @ A TESTED OLA5St MAX. JAMB SCREW SPACI I-3I/a". a iS-9/4~ t- 31"14" o rAPCON NOPWIA(EACT RESISTANT " (P rgponcofnits �VtEiN . .• . i Ne (P.1.1 t tw>� • a BUCK 1/A." MAX, " $Mi" 081-U MAE(N9AEOCIA59.1;10.Nil. 9-1/4 WIRODWCOMPARATTPB . A 4" Yea trrP,f .6 ANALYSIS CHART r.-.-..-".. asayt : OEi81t3(VLC1AiyC7AitACIIY-OBIT' l"r j • . W00Davilleft . TAPCONB ' A CLEAR{�mealV8 A6t7'IYt tdI4Wr rr. FaS1TIV4 MATWt 'Err• I%MIIVZ kt0A11Vi11YC t�Yy•. 8001O COMPOUND . I .I _.- tt-1/I.. .. .. e3.a .: ..OTL.t - - . _ 67l , Lit,L W 1 t I71 613 7L.6 •- 67:1 11.4A. -- -. , e II7""`�. "..^. J�1/4"11AX, I"w«« .w. ww.-w- . ...i $}OTT' q f-V2 a. 1F0.2 ' n6I I A r- SO•tti i11 I" a>a-1. �1 t Ala . id7.0-.. • 673 7,1LI a Ili• A. Ali$ MII.'WDOD EMBEtI ' •N.7 i ..ttl ,N. n � " • iA.t",7 ' • • Q06"PROytonNSRB }Ha f7.t/1 - • ` 67.E t • 0.2 ".1.0.1 ttl . • . -. " - • • , 'tl�" I ENDED. tt•tta .. 61.1 M, . . Ill .ii•! '" `bCJ ' E7J"' I 2 x IP.T.1 *. �,.. . f"Sa ' f! 1" . AE1 , .. st.7 T•7/6• MIN <SMBEO. • WOOD DUCK ,=6~i. w f6 tAt . N il.3--�.".4... (61 t3�,.". 111A A7.1 17].a rD PE 97 sa�A.... - . 6? T 1Z49 $f-Ne . 'I" 47.] At•1 Ell t - ist ' bill al.9 + ALI "' «!!.4 P tf,Ns ._Z30 . . s. 31t6-OTA CONS _ .. N. . '. .. 1`ai t3 t ' I P 6- PROM CORNERS • AST. HEAL IM-4 &L gMT-10" i. . AV "I - _� s . }7i 633 n4.1 61.1 « . nit.. I 1 � DER .& SI�.L 1T .» , ., w .. il.t : 76A Nu . ...e3a ." . ! 1 man . f2,t/s •. . . �=3 «sAlaat + 1. :TH15T WINDOW SYOSTCH1S DEMN10 AND TESTED TO COMPLY` WIT" THE {9.f.iyl t13 tiF9 , SZA "tiLi "'Sat "- REOtR CK91s P THE 111 DADE COUNTY.1111 ON OF TH1 SiN/TH ' 3t « it-Vt. 1t! , • i�"" tit aL3 13r o 6! l OAS FLORIDA OUJLOIND COOS 1$.P.O.C,i CHAPTER 4 "CHAPTER 23 C14APTER IS, UNDER THE SPECIFIC CONDITIONS SHOWN ON.fAtl ORAW1111 ` 83.11E " " - eta I1} 633 t6oa Ill 6ia ttt.d 2, ' 1 N OR 2 t wdt1O DUCK$ SHALL G£ ItBT'AtLEO tNBT BY LAWSON pDDJ . . HILINPARtW1H1fT1INGCAttf ID,, of .. ", /J3 7L1 - AND ANCHORED SC THAT,1111 BUILDING) RESISTS THE SUPERIMPOSED LOADS AMC S PLR JARS i,to "' .-t1A 1. Ill ACC WITHBEQURICHINTS OP 1994 8'.P.D.C, 4S3 4I.0.,. ...-....,...�...... . r ......-- ". 47.D t11A 6]-3 su?0A 2, ANCHOR OESCRN8E0Ili THIS LAYOUT ARIL hl PER TEST UNIT, OTHER N a)a« iitx " CONDITIONS TO OH ENGINEERED SEPARATELY 6I3 65.1 ref ' 4' ON A OR C NCITI C 0AS15018CRIBEO IN THIS DRAWING ARC TD Be "Ifit"80 «.-�. " ,ri '63:3` '61LD A7.3 96.E .« 14 10 S.I1S. . "n" I111L WOOD EMBED _. .. _ r S In"FROM CORNERS 7 x 1P.T.1 WOOA DUCK . & 04 MIDPOINT NDT BY LAWSON ttM- . MUST SUSTA1HIMPOSELD . • . . r ,. 2 x IP,Td LOADS . WOOD SUCK . 114" $HIMMAX, SHIM NAX • CLEAR ADHESIVE .Y1.9" SEBDOIG COMPOUND 3/16"-ANN'. H 10 S.KS. -f- .aa?" 2 x (P.tt1 GLASS rya" MIN. WOOD EMBED I WOOD BUCK . 1.1 5" 12 a 87 SEE SCHEDULE BELOW • 10 Pon ANCHOR SPACING r;1 13 l 4 tTYP.i (`H,�'J _ CLEAR ADHESIVE • I/W.ARN. . __fj if """"---^'� BEDDING COMPOUND . ( 6-1/1" NAX. t:- 1.875 19 . jjj TYPLJ ITYP.! . . � IB 13 I 0 b 745W..., 375" GLAZING (Li J �q( DEPTH tOlTsl 1% aDNB 1 7 /// tAx . 1ii // © 4 W_. VIEW f• ;- a a / AV gL° • // , . g a . �S1 • • a i, THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE ' . N v . REQUIREMENTS OF THE 1994 DADE COUNTY EDITION OF THE SOUTH Y V. FLORIDA BUILDING CODE IS.9.0.C.1 CHAPTER 1. CHAPTER 23. CHAPTER 35. La UNDER Tt1E aPBtiFit CONDtrtONS SHOWN oN THIS DRAWING. i' - 2, 2 x WOOD SLICKS SHALL HE INSTALLED MOT BY LAWSON MO.) AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS as ACCORDANCE I" WITH REQUIRIMENTS OF 1991L S.F.9.C- . S. ANCHOR DESCRIGI;D IN THiS LAYOUT ARE AS PER TEST UNIT. OTHER . ELl;1tATtON L-3/L~ 1; ANCHOR CONDITIONS NOTCONDITIO14S TO SE 491ERED SEPARATELY. DESCRIBED N TMS DRAWING ARE TO Ors' ENGINEERED t.tiYP.1 - FIN FRAME ON A SITE SP£4;UgC OASIS.. . SINGLE RUNS Witnow. ITyP.I 6-1.02"MAX . (71t'P,I ;,'PRQQUCT SPECIFIC CQNdIT(DNS" s ! •7SOOtA1VQH F$RMt: SEI?s-750D FrN ____ _-_ 51Nn HUHGi,,,j1: I, -DORM �t1RDGv � �� pr p�p�G MRW T��E�S��y .WINDOW Uyrr j:QRI, _ CE SUMMAV #"'-" w,D1N f�33L'..ctf2t. A C g�tL"•�s3.=• 1 DESCRIeJT ON Q P DUCT., %let L A tt wjjyaEi OAStooNFIb•t000 tit PLANGFfflAHt ALUtItRWI SKME WM WOMOW lest Silt- $3Ito. e I4 Itt"» ftANGCIf OVER 11 TEST $I C. rIO@IGvtA tt! FUIfAAMtALUHINttNSttlnLEliUNaYIINODW IS7tOACSe.f4•S.-tt•SPail16whisW0.0-00 Testtilrwl4l,,,.,,3P- FlWO.CUcff tlI6tDHLOAOS..6lA.-iIAPffit / t1 TLSTLOADS••tt&Q,. JppoUeWO.OUCftf 17 N00f, eft NATinN. + �� BELiONLDA I t•�1A7ts. oPS ins / D WAttR WtR'RAIfDN 7tLY + t.S PS! � ,%/// WATLRtitfRTAATI@N 7ttTT • 9.s PSF SCA1tbi SH.iSOO liLA.NCE OR fill FRANC} ,%f YeSTCOOLASS • j,-j.s31L C ff I D HAx. JANa STRtW SPACING -13.714' 11 17-va" B Mato ot.Affiffi 1.3 AVTt1ALi Si2FA, 11AROCST IrsTtD UMIS1 HA34JAHa SCfirW LPAtIND P 0-314• L,t-ltt" LI 7 'tANOCI 53 Ire -wide a 1t 1/4,Ngh. f Tia'datP R iR1T OIUIISNtaM07'�61.x01T1 S Ot6f60}IAyAHD�+Ot"161+?OF1) !3! llth� st3rn"wwDe7StI!'Nph-17/i-deep ig DASCOOM 4•tas: . OAS001IFFU18t< , ij FLAT 5119.5111A-174 114-- F4ANGC It OV t} TtsT ffiIii a ffis vi• t 6t• • I'M II OVER G 1.1. CONFIOURATIONi DIX i%• ttCSTLOADSa-47.3.•6T,SFSlIll ORt•WQOUWNt - 7tArtons..u.6,•61APS�3eWL&F-11W 1.1 _4_lRF 6P_Vrt,TS11 AADCST 7ESTr0 UIRTfI 0CAM" LOAD..LSA.-4S.0P P, ry/r It513#tDADsI- .. •LL7P 13.1 FLAiNnte O lie" wT/4 a 36 D U11 Mph C ll TC5i1GIRASS. */EI'-AIMLa D C tl ItsTip OtASg.i1S a °1�Au_A MAX. JAHD It AtW SPAM* - ii-l'" R "'2t4- NAx. JAHO st"W SPA044 a 13' 1,,4-7t6• 1.52 Z! S91J5"wldea261/L-J..9h tftmonaack ,9T-tA1.IOf (At70RAYANd-POT•/17,741"I 2 f�AATERIALCHARACTE8ISTICSI aASEDpNFfL-1893 2.1 tRAMCANOYtHTHAtCA}At,ALUFSNUNAttDY4e62.7Sit6I%aespectrteatrolimfiTPAL TEST511C.1UU$•e6 PLANUMOVERR ELEVATION L7 tsLAx,ia. ELEVATION 1cmTttpqAD .a2.D.•6 P w,OR1MWD.auast OCSI0N49F-•4L3,• tRI11WAESILVNNDOW 1.21 OiaLA2tHaMATEltut.3n6•AIUNCALtDatAss ttAo.ero.)SAo,tEtl,suf7i F1ATtD8FNTAMffs.H,LYVrOOY/ 1tstCDGLASs. �• Offi0 AHiN AttO GLASS (LAD, fit.1593.1494; L 15911 =' JAND stffl/r S>ACOIO • AS' L i3• 7.7.2 GLASOfa HCTHDD+ CXtenpo DLAZCO itS,tta R CLEAR COLOACO ADI19SWE "METR0{p. DRAtM-10917.461.ffi Of "SiLttONL" OCDOANG LDNPOt1ID tat t00R ANp ALUMINUM ADLLCD GLA2tHG GLAD. ISST Silt • 31, 0.11, VA" - FLOW& 11 QYCA R 2 211 004.14Nf OPENING SIur (LARGC$T 71470 UNITSI 7jjggT LOADS • .11.q� 1.9 PSF j lton b Wo. BUCK.1 FINtattalitl 40 T1rvise x 33!t4"hiph tftAflGt OR f1H fRAHEI 011eSHL0A c.. In. 11 PS IL f1LiS1" OPCRAOLC VCNTj 4A 7/6' wlda a 33 t'14-htilh tfLANOC OA FIN 1RAMC) HA% tAMn SGN1W 6PATOtOr t7•7ll." L /1-31L- 2,7 ft�riMt tOly{(gIlC7�OH. ALL AWHtITUH SCC7tONS fiRDit' f1P• V"ll DU77 JOINT, FRAMC CORNEAS pttAy pRA5iW0 A+Dt••1/1.6OFTj finite ARE SCCURCD MTH TWO an a 3/4" SHCCT METAL SCREWS. L Rat-7102 S1RN15 OAAWpiG.S ON Pitt WITH LAWSON Via. R3lrtltlao Tratr .A,we, A IW SlIAPAilaAtl AIM KneuviCH L ASSOCIATES. SIC, L2.1 FI,ARCC N1A0, SaUD 6063-i3 0.10' Let, fatt,, is OAST' 161. fats - 15IS• Otto IDW4- UL•75011 3, ALL TERAHa WAt PERFORM At FLRCSuATKIN ICsTitto FRIHCAOt SOtla 6063.TS 0.249•eel.tact.ao.AO''Iht.lateeL57S-dttp(DWG.OL-fiat LABORATORYtF7tlNtAtCAKI'L, 7.3.2 PLARaE, JAMG.f. SOLID , SOCUTS Val*' *ail. fate, a 1.12%. thl. late* L61v daep IDWIL NL•1SOL1 FIN IAMSII SOLID 6o43-Ts mar ell. late. - 112r M i. fate a 1A175' deep (DING, ut-78311 2.11 FLANOC SILL$ SOLID a06346 "11• Cal, i4te, a 7.29I.W. Fate a Ills- Otto Iowa. 4L.75021 'F0i Attu SOLID 6461-1S 0a51" eat. IIca. x Z.29t" Inc. Isle a 1a76- deep tOWO. ttt•79301 1.3.4 HEEIAIO RAiL STWIMItOW 0063-T6 109L- not. late. a LS94" kit. tote a 0,140" deep COWS. aL-15031 1.J.4 Mt97111G RAIL HD, HOLLOW " GO61.T6 i.GIV ixt.let#.1 LS94-ta►. late a 0l00- dtap tDMIL A1.•1500) 2A yjN' tlsf f = . ALL ALU"IRUM 111CTIONS 10,"r 1194 Valli- OUT' J01NT- lop ANO 00110" VCN;,CORkras Alit SECURED WITII TWO as I Vt- SHEET METAL SCREWS. . Eef04,43.loop, At"„ AIM., N • 1.4,1 toP RAIL STD, HOLLOW 6063.16 1,004" eat. fate, a LL 1' Nnt. (Act K D.7ts" deep (DWG. tIL"7505) top RAIL HIM HALLOW do63.14 oclj ~ Vol. tatd,: 4t36' Inc. rite a 0.71/• deep IaWO. ttl.-140F1 Lt.% 00TTDM RA+tI HOLLOW 6062a.T6 %a00, tat. fate, x t3WIel. tact A 0.lir deep IOWO. 011.4tO61 1.4,3 JANQ RAIL, SOLID 6062-76 4.121" cat. Fate. a Lo00" Int. fate a 0.713" Deep IDWO. #L-75611 2.S WJ AlfIFR-B/RIPP-1 r asuntiiti 0asf•1n$j" loft" 2.5.1 Skala Itov 0,i8o• wide a .176- WIN VNYI. alma AT Vt"T flay ION RAIL 2.S.2 Single Raw 0,J41' widd a,3SD'tath Pitt Wt7H INTEGRAL PtASTtC Fill At FRAtit SILL 7.Sa Slhglf Raw O.i/T• wtda a .2t0,NgR Pitt WiTHINTEORAL PLASTIC FiJI AT EAVI VENT JAMB RAIL 24A Single now 9307• wid■ a 315-hfOh PLC W11N INTCORAL PLASTIC FIN At PIktO HCCT7Na RAIL AA . 2.6NLu w E I 0 sFkn. Ae,nlEtrl . + . l.6,1 IWO SPBIHO 4 PULLCY BALANCE - JW CamP• 1 AT CACTI PRANG JAMB ^16 i 'Ira SPANHO LOADED AtUHIMJH NtOpx LOCK 1 AT EA. tN0 Oft BOTTOM RAIL , ONC SPRING. LDAOID ALUHINUA HODA LOLk 1 At CCNtER Of DOTTQ1i RAIL IA.$ FOUR PLASTIC VENT Bittwan FACE war - HLH PIAtlhe 1 PER VCHT JAMB RAIL • ?A.t 1WO } SIM TAHC-OUT BALANCC CLIP - JW CDmP. 1 AT CACN FRAMt 1AM0 rAs JW0 'OAtANtE GUIDE 1. CAM - 141111 Pill fit% I AT CAC" CNOOC VWT TOP RAIL . 2.LA TWO PVC'U' sHAPt Vtur STOP - •NNOona" WAY1, Co. i AT TOP Of CACN FRAME J419 2.7 w Los, VADUN 1.7,{ to WO I* WEEP ust f OK AT CAC" ti 0 DP 9tLt SCAJEN RETAINER AT 2.7.7 TWO Y it Ite WCCPIMC w7tAheolAtt SELL ftANGE.•l HrCJ..FROM CA CND 1.0 U , ENS NONC USED AT' TEST" •-IONLY FALSE, DECORATIVE tWIST'"S ARC ALLOWED) P•tfntlah Ire:=_41um-A'tle } iD7: Z.RI t1CT1Ai0RHUN7311i HOLLOW 606341, 041e'widt"Lt25'higha.OtS'T1R.val"OWD.pL-1St" 1 t.1 fNTCRiOA HUHT,Nt SOLID 6043-TS fjtS• hlQh a .011" typ. wall FOWL) ffL-1SttI 2,9 OdNFOACtMGi1+ IM14C . 2.10 PA05+ , . NONE • 2.11 StAtAlITS,. FRAMtCORNERS,fhtit AHtSMNSTAI.LATNONSCREWSAt*FIxtONELtWK1 • RAIL AT EHOS WERE SCALED Wt1H LOLont'ti SEALANT 'PURVIS SUPtA SEAV . 1-TAtlStatillWtCASIONtADELINFRAMt"CAt7:' . F I}ELIx VAT'. 04 Rtoo. aitRwmi Rtumics 1 , L•7S6s t FLANIFFI NCHEAO 2 L-1102 I ILANO;PRMCSIL I 17504 2 RAtJ6tFAANCMtIO 4 i "" . t FMTRAMCNCAO I. L-ISIO 1 FOIFRAHCSAL 6 I.7f31 1 F911PAIti JAH1t T 1.1s07 I TRAMC rm RAtt • sT11 i L-Isds 1 VEHTtoPPAL -STD 1 t-1S60 1 AftLttxC0AA0..4tO to t-1150 I VENT IOPRAL-lea, it L"1f06 1 Vt"tobTTOHRAIL U L-no7 t . VENT JANR RAR 13 l•7STI AtGB =zifla atABi tirl ROLLfolm ALtnOMRt it t. 16 ASi1G71. OtA2IN0etABtJ1t6•t AtRLFBAHCO At • 0 J'S.006• AsNoyi FRANC AsItt16LYIpWts NIX214-P3LPHrawl is f5-6tt ASRCGIP. V01tLA1t01415 _ WS O,tTAlLATNNSt4(wS i10eMPN4tf?s 11 F5•014 As"WaU ii xtuvirmt19s ft t•7611 ASfifWa.80110"RAILVIIMW157 114`OfA O1A0 PHf.603 At III tNStAtsJCATNER.STA1P .111•a.714'iTat0.f00MtT it As Alm M SCAt. vrATNit1•S1AtF atra nr f mu-6661.11. 76 it PWt.ODi PWi-OLT ASAt47t ft4tWrA1MR•STf Jara.21i'(1t30.H61.11 11 L.7fu AsAtG•0. C%TC"IORFAttttitRlfW 13 L•75U At a1Tt}ODRPALSCHWIN4 I4 L•ri7l Affi"t07A SAS NFACL0N61 17aVU1TJANaRA61 It L-7r1 t SAfHTGPSU0r/CAN 76 L-7526 2 SAINSIOP n i-l121 2 Sm;vlAC u ALAR[C is t•7322 Af AMV - VENi utol • 74 L•IS13 ASRCO• VMLAITN5PA0Na • }t GbCM-1 rAAS&c"ARTof 31 St1CAt-t SCREERCHARI I2 . L4547 I PROMI LAOtt 2,11 A401110NAL993.11 PON, L,AWSOI HD y - �• to IP.T.1 WOOD OUCH WIla TH tt t0 s.H S. NOT BY LAWSON IND- NT " IV,- s.HMIN. S. - EMBED MUST SUSTAIN iMPOSEo ' AS SHOWN OHCLEVATEOH LOADS 3ei/4" ISECSCHEDULE BELOW POR 116"-Aft . A 4-MA ITYP.) + t" I NUMBER OF ANCHOR31 GLASS {TYP.I GE GIST ,It iD S.N S. • • • I. � TYP. lY,- MIN. Wow CM060 ' . CI.CAR•AOHISIVIC t/L" SNfH 1 (it I.- FROM CORNLSS - BEaclao COMPOUN MA • -,[+ --Q t t: (p1"W401NT rYJEa a. : •. I-:t 2a 1P.T.! 3/16- 0 TAPCOI4 coin WQDO SUCK 3? 3 7 ISE$ SCHEOULT 13FLOW H + POR NUM9ER OF ANCHORS) . '}/t• MAX. t SHIM • .fj // D }` -, 19 • " r f 9 11 r _ w tl t.t • E B •' � Xx n to 1 t ► ft v' .es•5t • CLEAR AOHlStvE 2 ai (p T,i SI A � • '1 311r-ARN. OEODRIC COHPOS}NO WOOD DUCK t be$- - //D�� •+ ,/ 9 a7S- GLAZING L Il 7 + //%! BLABS � . ' grPTH IBIiEI �-/ ota N1 ,115-GLAZING 1J W w // , PT 1B I`+VB,� NMEW 30/ `1 ANNEALED GLASS ,)W If NOE FRAME C �fl A . w 3rlb'• a TAPCDN iX OR 2X WOOD BUCK A, r� A V t PRO" CORNERS S'CANO��p�p,••tE)• RAIL EUI • C Ill 1.694, � � 1] OiiMANOESLIMMABY .L--..-..- a tL3 , +a + . 1 �D BUCK iiEFER� R NCEi FTL-1092 t2-8�l7 . a TEST 51ZEt E3-i1V X 7L•1/4" !'cYP.1 ? I T/L- HAX. TEST SIZEDLOAD•a7,5. -67,5 PSP ELEVATION 6- MAX. O 1 27 SRI4 -45.5. -t.5,a PSF FLANGE FRAME ITYP.) j i II MEETR RAIL DESIGN LOADS, RILL" -ANNEALED SINGLE 1'EtINQI WINDOW 749 TESTED B SCR SPAC.� - - • •L^ `"-"�" MAX. JAMB SCREW SPACING+ 15-3/4" b L7"3/L~ /ilt3!•1 PA � I8 I tT 3/10•AIRR ALBD GLASS•STo RAIL (IS I I i It wINDOwcOjdPARATiUE . ! CLEAR ADNEStVC ANALYSIS CHART BEDDING COMPOUND _. __.,_.._. -.-.f•,.-f_eeC O.6e7" !• giHIOTNi`aCdOHC'J61PtfAtCi?I�FP.,E - -'" • , ACCEX+TANI:EItia 't4l 0tr_-P .... ee a/ib" A 7APtONS tit- MATH. . . . d , IA 6' FROM CORNERS -1. SHIM t•7ta- MIN. CHOro. t0 ,IEPTST. I a IP.T.1 I wow SUCH ' vi6" a TAPCONS f - " a E •" Q p b"PROM CORNERS a". • • . + HEADER & SILL SECTION. _ t/70" W. I NOTE t too wal. i 7' 1. THIS WINDOW SYSTEM 15 aESIGNto ANo TESTED TO COMPLY WITH THr Rt1E,,00tREMENTS OF THE 199JS DADE COUNTY EDITION OF THE SOUTH AL•I•• HEAf7ER &SILL +SECr•I QN Uf+BCR:TNE SPECIFIC CODEC CONDITIONS 5MACHAPTER1 "ORAWIAPTER N CHAPTER .is, I. IT' BR Z a WOOD BUCKS SHALL BE IN9TALLCO MCI BY LAWSON INO,I AND _ .. • ANCIIORO $0 THAT THE ROANCE WITH riEIREMBING RESISTS THE EN2S OP 1g9t S P.B C ERIMPOSEO LOADS It 3. AkCttOR DESCRIBED I1•THIS LAYOUT AHC AS Pen TEST Ut+iT, OTHER CONDITIONS TS at ENGINEERED SEPARATELY. kD waAadtlHlSf :Pt6flAtt; r,9 of ' 4' GN "OE aPItCONDITIONS BASIS SCRIBEDUl THIS ORAWiNG-ARf; Ill at CHOWEERto NO,14PgPIJT JAMS NON -IMPACT RESISTANT 0 II ♦ I It . to 8 t1 /0 5.M.S.', I .Iss- HEN. WOOD EMBED i 9.11211 Hlopot"TM CORNERS ___-I , Lt x (P.T.1 WOOD BUCK AL»T. 511,1." SECTIECN B 21 I STANDARD A 1 MEETING RAIL ,' MAX. 2 It IP.T.I %y000 BUCK 63.3 : 41 ., 13t / • •t �-.- ...W3 . , • .-.. ;�s .1 s£s'", '. FL1/}�V{AYIOF�t�(� at ""T. -O... FLANG9FRAMLt J��y II A. ttt.9 SI[-.NGLOH UNG WINObV�/ am t . "."U iii"".• .... r • . -ii' ' • PBS-3MM-ANNEAL ED GLASS' FIN FRAME 2x WOOL) SUCK STANDARD [TAIL . TSST UNIT' PERFORMANCE SUMMARY AEFERENCIrl I=TL-1B9412-11-97 TEST SIZEt • 64-114" X NIA" TEST LOAD& .62.00. «62.00 PSF DIMIGN•LOADISt +41.33a -41.83 PSF . WATLeR INFILTRATION TEST1 9.4 PSF TESTED OLASSt a58, .ALSO Aa9mJ,»,,�yIl MAX. JAMB SCREW SPACING, 13" 16 14-7.00" Ossa 1•AtIIt?AtSMSB-8TCRA9. WIN630- CONiPA1iA'riVB ANALM CHART ' m MM014 LE1AD > ' CAPACITY-F'SP war" "Von Positive NEGATIVE 11•!l0 61.3 3111.1 III IN «.b.�a •.~ .." ... SM 111 63 7 . Nit.. Sa f 2a1.3 16.t1d 20-3/6 6Y.3 .L !Lxr 3j Ill - "" dp3"... '!b'2," . 33•If$ 'd" 4>•A !9•f!e ba.3 ti1.L N. .,•,;iai 3I-,.-,1-�, so -Iva rJt N.li"I", Si•t/6 �.4.i. 1.9.4 i!-ire 6• h1. ". .1»aW, I Prli 96 67.3 10L� " �� lot .•AS,•. . $1.118 '.4 0... I. 011.9 .. .. Aht�x 63 11.1E-1..,. 6.a 09A ' 37 in_".a. IN... RO.El ' • ., .1.1, 00A St -Till 4a'$ 40.E -1 36.1/t 11.414, -17- 53•tle Af0TCNNORS PCR JABRATES HO. aP tn NOT Ttzlco -L-• --- Lsa • WIDTH , -+. 10 I @ • 3/10'-ANNEALt: GLASS -HD FIAiL N.1rx. ]0.9J 6" iYP. . t 2t 1 HEAVY DUTY ( ME6Ttl4D RAIL %I► 6-f/2" MAX. I 0 . J 1 a- WINDOW�p IMPAIR-R-H ANALYlIIa CHAitr t Y I D1i9i{#Zf LOAD I. DpAtNQlO1ta QMAC ITY•P8WP I I 11 .' I i W „TA "MIT POfIriVt 114ATlVt ' 18 28 tt -t 6).1 stab ]6-I.- 7t i7,7"• ilr,M - /%% 2. 9B t $ Z ,• "it tit 6ia ilti // D ). I tsOMl l3.itti i1a i70.] / / rr%� 4 tf.0 . B T/4• MAX, SHIM ti ip S M S. tit MR. Waco CH540 "-Ala 61H•7, . 1�- ,t ]1-Ira � 4 isa i " . // ' . 167" i"` ripp�P T, It3 6Ja" . .., +$11-Vt '-tOAe , . i INTtlCORNERS lei R` !S � • . i ' Ml�U6 111 ]1i,1 2/.,,,;..1r3 SO.3t$ �'47.1""' " 1d" 37 "I 651 ..116. N /,f� / 'I + S IA IT' •1 It.t/i . 613 it" to . O$S M N. tit -Its " ' ' 3b "E?l"' 1 6 1 4 '37 ' 't01 ',' a•e >~ 4y}" IiDJ. WOOD CHBEO x Y IP.T.1 7 " (dt V II, MIDPOINT INT CORNERS w0a0 0UI K A IP NfpPOIHT 2 P • N ( TJ 13i�1 III.1to' • ""67.3 ' W " ID, IdEADER &SILL SECTION WOOD BUCK .!t.tt-i $33 2ttit i4 I"fif 47 "M9a ' ALT SILL SECTIONI.M.ttJ 1 d];i .. '"'iroa ' ELEVATION 4,tp " . . t THIS WINDOW SYSTEM IS O431411 D AND TESTED TO COMPLY WITH THE s1.11e &31 7L!'" FIN FRAME " SINCILE HUNG WINDOW try 5"1/2" NAN. ITYP} �! �t+„s 6]a 1oT.6 . REQUIREMENTS OPINE 1994 GAO9 COUNTY 8a1110N OF TNS SOUTH F41MCIA BUILDING COOL 190.D.CJ CHAPTER A, CHAPTER 23 CHAPTER !6•Ilt 1i.f/4 • S7a • •" I37... lft " AS. UNDER THE SPECIFIC CONDITMI49 SHOWN am THIS DRAWINtL �T �Ei nS ris " . . 2. ♦ Z e WOOD DUCKS SHALL B! INSTALLED (NOT BY LAWSON tNOJ AND ANCHORED Ato go WHAT THE BUILDING RESISTS TNL SUPERIMPOSW LOADS IN ACCORDANCE WITH REOUiREMENT51 OF 199t. as.9,C. uO iN PAACNTHSf- 0WICATCtrra 0R ANEHO.ts1+IR JANa 3 . AlkNOR OESCRiOiM IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER ' - . . CONDITIONS TO OE 6NGiNCEREO SEPARATELY. . • 4 At10184 CONDITIONS HOT otgCRISED IN TEAS DRAWING ARE TO DE ERGINL71ED ON A SITE SPECIFIC BASIS. . • WOOD OUCH it to S.M% 3/L" HIN WOOD EMBED NOT BY LAWSON MO. MUST sUSTANR iMPaSED . + +r"P� AS SHOWN ON ELEVATION FOR LOADS • + A N 10 S.H.S. • If " I" WOOD ENDED ISIC SCHEDULE BELOW . NUMBER OF ANCHORfi1 Vic' -AND. GLASS , I a . (ji 4" FROi�CORNERfi CLEAR ADHESIVE I/4" SKlM •. t. , a + QSMI}POTNT Cf3DIlO COHPRUN CiSI3-8mm~ANNI:AtI;o MASS =aBjUK I 'P.1 a. FLANGE FRAMs~ its- f2 J 27 l0 to IS SCHEDULE BELOW 'Ix OR 2.x WOOD FUCK 1/ SHIM + FOE! NUMBER OF ANCHORS] STANDARD RAIL, .Tt9�Ill �` TEST UNIT " • PERFORMANCE SUMMARY it 7.4 " .- 5 , is a -� (A j I� a • �a REFERENCE, Pre.-t¢93 tt-tT-9T �,' C1.8AR ADHESIVE BlDOiNO COMPOUND a till . a TEST SINE, ' S3.1/4~ X 6a" TEST LOAOSI-62.04, -AL40 Par 1/0"-AHtL CLASS x R (P.14' WOOD BUCK Lb 13 .YTS" GLAZING (D i . 1 ft EP.TJ WOOD SUCH oE5111N LOAOSN »4183, •4133 PSP WATER iNFILTRATION TtSTi 94 P3v • . .37S" GLA211NG DEPTH (OITEI \:.� + . TBSTEC GLASSt 080-81NI4.ANNNPALED i iS • W w MAX. JAMB SKR6W SPACING) iV L 13~ ' a ; • 3/16-0 TAPCDN NON-L PACT R!~8(STANT + • a Ps-FRMcaRNCRs a+ ELAN VIEW ' ' • Lot - 1L3 D " as I I A • WOOD pUCII I 01 } I /�� t/L MAX. 3 t� i 21 i St.ON - $TA1�p APO MEETIno RAIL I7rs9~ . = Z T 1 Did I I It CLEAR .40MR3!V8 81101111101 t0110 NO . i i8 ; o ! . 1t . - '` 2129iT• . LiC dCI� MI @ • � ,607" 16 . • " 2 11141MAX. a . g Stoll. 'd1a, P I a1lyt "I W0D0L'M8$O• �+ a' ++ a tot30+V FROM I CORNERS . " a t `ik- • • 2 x tP.T.1 to . t.Tt/�6•plkllL EMBED. WOOD BUCK . , DT7P. ♦ t VIVID, TAPCBNs P 6- Frio" Can 11ER8 ALT..HgADER & BELL SECiiQN HIrADEIR & $ILL S9Qjj P_1 05a•3tMt•ANNEAIED ( LW-8T0 )EARL • WtNDOWCOMPARAT(VG ANAW818 CHART J21MON LOAD CAPACITY- PSP WOODSCROWS . TAPCDN$ �N "all GTtr. in POSiTivE fitaNlTlvt STY. Of PaffiRWlC NEGATIVE tt.101 f11 r . I Ali . iaL L .ern. ".•+ �t.tlZ It p1 04 ' .1-.wwr )sal U! . w 624 " "d " 1011. A!� 7tA .., -3-1„ . 51410 ",t6„2"3- " 62.) -ill.: 70.9" . S" " if 0 "" 1../a Ira"« 2fLi Ira .«ftX6." `ti•tii A-71s W$1.2 "' I%a ti%S` " .. ... . }'I iij ili 13.1/4 « s1,% 144 "» " isa ski 10-I/. A 4" 41PA " `.10T.6 MT' ""61.!'" N 113A «6 SO•fri ITN :w'�. " , t1E " " tt,,!~.,-` ""am 37 ..Ira YEs iia 'lI A7A•• ••ANA,•• ""4t.S ".1 W414 33.1 1,,:"..L4 t1.t ' /34A 16-t/! !s is l7.i ", 1.1-,2 " ' Ili $14 ' "" . ILI «,"."..., 767 $2.3 ALL 423 AS, 0 19.11E • 67.E Ilia 674 its.D lA;vi 41.3 " D1.1 �l13 n%„, "' I3 ill " �' NS11" " 17) • • 3T .. 12.1111 so »d.," Its• ' f?a « • 1fi I. 523 39.E te•1to ii,nn Ts-t/4 fi,I1a' T. ACOUtWRE�NTS YOF THEi109LL DADE COUNTY EDITION OF THE SOUTH ND TESTED go COMPLY W14 H T FLORIDAIME OUILOINO COOL: IS.P.B.C.I CHApYEit A. CHAPTER 21 CHAPTER 3S. UNDER Tor SPECIFIC CONDITIONS SHOWN ON THIS ORAWi ti. • a. t x 04 Ili WOOD BUCKS, SMALL BE INSTALLED 1114T BY LAWSON INC.) t ' No.It PAAtN7Httis =041S IHOICAM ma. of AND ANCHORED SB THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS PCR JAHO IN ACCORDANCE WITH REO.IRR£MENTS Of t11NL SJf B f~ 3. ANEMIA OESCRISEp W TN$ LAYOUT ARC AS PER 7EI17 UNIT. OTHER Not TCST10 TO BE CHOINCEREO SEPARATELY. ICONDITIONS 4. ANCHOR cowliNONB NOT DESCRIBED IN INNS DRAWING ARC TO OL BNSINED:REO ON A Silt SPECIFIC OASIS. - - 70oi1'tii i X 3/ S#F t E T' �j M M19 �'� (MOM 33147 41 � 0 1 """A O'N �t� ) 626*r866t0 Lia1+:�tUFAC UREAS Or VARY AC 3 A l•- 0 MAXP.lMA 3.tlt, Rim 2 " h 1 ., ' /` N •0. s ' a " f - /% . ,D2 � a cl� C Q. Q >-g 1;� Pa ELEVATION FLANGDFRAME ' M;^`M1TvP.I . (iYP.. SINGLE HUNG WINDOW I 120 MPN 2& CREATED 11 /11 /02 3 SEC . GUST 11 1 --- DAN5CO NC IN i�IN-I PM `A PD. BOX 34M - AAPML,O BEACH - PLORIPA - M 12 F'#"1 M col (813) 645 0166 PAX - (813) 645 96W s iv DRAWINGS AND �/CLIE NT ON 1HISPROJECT. ANJOINT Y REPRODUC ONOR UN UTHORIZED USE iS EN GINEERING, - A. AND THE LENNAR HOMES Swo.m.ALr NDTEP DRAUN E .m PATE, 11/0 TAMPA OhASION DOOR 4 WINDOW INSTALLATIONS PE JOB NO. PM - awl SPW3-L y: . a.A -T I- - ni. i i i u-rnr-rrrt-.Tay �-,r: rr-r.-r-- -,T--a..--,. - - - I - PRODUCT CATEGORY 5UB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MASONRYlGONGRETE) 51MP50N STRUCTURAL COMPONENT HETA20 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT META12 SIMPSON FL 4�4 10/03/2005 STRUCTURAL COMPONENT METAIb 51MP50N FL 4T4 10/03/2005 STRUCTURAL COMPONENT META20 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HTTIb SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT LTTIG SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT LTT206 SIMPSON FL 4-f4 10/03/2005 STRUCTURAL COMPONENT LTTI31 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MTT28B 51MP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HTSMIb SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT HT5M20 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MTSMIb SIMPSON FL 1423 12/30/2405 STRUCTURAL COMPONENT MTSM20 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MSTGM40 SIMPSON FL IGOI 02/18/200b STRUCTURAL COMPONENT HD2A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HDSA SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HD6A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HDSA SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HDIOA SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HD14A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT H015 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HGT2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HGT3 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HG74 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT LGT2 SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT HOT SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT HGAIO 51MP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT HGAMIO SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT M5TAM24 SIMPSON FL IGOI 02/Ib/2006 STRUCTURAL COMPONENT M5TAM36 SIMPSON FL IGOI 02/18/2006 STRUCTURAL COMPONENT HMG SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MAS SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT ABU44 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT PHD2-5053 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT PHDS-SD53 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT PHDb-SD53 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT PHDS-5D53 SIMPSON FL 503 10/03/2005 STf2UGTURAL COMPONENT LTAI SIMPSON FL 1423 12/30/2005 PRODUCT CATEGORY CONNECTORS (WOOD) SIMPSON STRUCTURAL COMPONENT H2.5 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT H5 51 MPSON FL 474 10/03/2005 STRUCTURAL COMPONENT � SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HIO SIMPSON FL 4-74 10/03/2005 STRUCTURAL COMPONENT HIO-2 SIMPSON FL 4�4 10/03/2005 STRUCTURAL COMPONENT Hlb SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT MT512 SIMPSON FL 4-74 10/03/2005 STRUCTURAL COMPONENT MTSI6 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MT520 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HTSIb SIMPSON FL 538 10/03/2005 STRUCTURAL COMPONENT HT520 SIMPSON FL 538 10/03/2005 STRUCTURAL COMPONENT SPI SIMPSON FL 4�4 10/03/2005 STRUCTURAL COMPONENT 5P2 51MP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P4 SIMPSON FL 4�4 10/03/2005 STRUCTURAL COMPONENT SPb SIMPSON FL 4�i4 10/03/2005 STRUCTURAL COMPONENT SSP SIMPSON FL 1423 12/30f2005 STRUCTURAL COMPONENT DSP SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT A23 SIMPSON 10/03/2005 STRUCTURAL COMPONENT A35 SIMPSON 10/03/2005 STRUCTURAL COMPONENT LTP4 51MP50N W474 10/03/2005 STRUCTURAL COMPONENT LGT2 SIMPSON 12/30/2005 STRUCTURAL COMPONENT MOT SIMPSON 12/30/2005 STRUCTURAL COMPONENT HGT2 SIMPSON 10/03/2005 STRUCTURAL COMPONENT HGT3 51 MPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HGT4 SIMPSON FL 4i4 I0/03/2005 STRUCTURAL COMPONENT LSTAI2 SIMPSON FL IGOI 02/18/2006 STRUCTURAL COMPONENT LSTAIS SIMPSON FL IGOI 02/18/200b STRUCTURAL COMPONENT LSTAIB SIMPSON FL IGOI 02/18/200b STRUCTURAL COMPONENT L5TA24 51MP50N FL IGOI 02/18/2006 STRUCTURAL COMPONENT L5TA30 SIMPSON FL IGOI 02/18/200b STRUCTURAL COMPONENT L5TA3b SIMPSON FL IGOI 02/IB/200b STRUCTURAL COMPONENT LSTI4G SIMPSON FL 4i4 10/03/2005 STRUCTURAL COMPONENT MSTG28 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MSTG40 SIMPSON FL IGOI 02/IS/200b STRUCTURAL COMPONENT MSTG52 51MP50N FL IGOI 02/18/200b STRUCTURAL COMPONENT MSTGbb 51MP50N FL IGOI 02/18/200b STRUCTURAL COMPONENT MSTG78 SIMPSON FL IGOI 02/IB/200b PRODUCT CATEGORY HANGERS SIMPSON STRUCTURAL COMPONENT HU52b SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HU52b-2 51MP50N FL 4?4 10/03/2005 STRUCTURAL COMPONENT HUS28 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HU528-2 SIMPSON FL 4�4 10/03/2005 STRUCTURAL COMPONENT HU5210 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HU5210-2 SIMPSON FL 4�14 10/03/2005 STRUCTURAL COMPONENT HGU526 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT I-IGU526-2 51MP50N FL 4�(4 10/03/2005 STRUCTURAL COMPONENT HGU528 SIMPSON FL 4i4 10/03/2005 STRUCTURAL COMPONENT HGU528-2 SIMPSON FL 4-74 10/03/2005 STRUCTURAL COMPONENT HGU5210-2 51MP50N FL 4-74 10/03/2005 STRUCTURAL COMPONENT HU5G26-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT HU5G28-2 51MP50N FL 4�4 10/03/2005 STRUCTURAL COMPONENT MBHA SIMPSON FL 538 10/07/2005 STRUCTURAL COMPONENT ITT SIMPSON FL 474 10/03/2005 PRODUCT CATEGORY ANCHOR SYSTEMS SIMPSON STRUCTURAL COMPONENT WEDGE ANCHORS SIMPSON FL 402 10/0I/2005 STRUCTURAL COMPONENT SLEEVE ANCHORS SIMPSON FL 402 10/0I/2005 STRUCTURAL COMPONENT DROP IN ANCHORS SIMPSON FL 402 10/0I/2005 STRUCTURAL COMPONENT THD TITEN HD SIMPSON FL 2304 04/0b/2006 STRUCTURAL COMPONENT TTN TITEN SCREW SIMPSON FL 2355 04/30/200b PRODUCT CATEGORY CHEMICAL TIES SIMPSON STRUCTURAL COMPONENT SET EPDXY SIMPSON FL 402 10/0I/2005 STRUCTURAL COMPONENT ET EPDXY SIMPSON FL 402 10/0I/2005 STRUCTURAL COMPONENT AT ACRYLIC -TILE ADHESIVE SIMPSON FL 2304 04/06/2006 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MASONRY/CONCRETE) USP STRUCTURAL COMPONENT HTA20 USP FL 821 10/31/2005 STRUCTURAL COMPONENT HTA20-I� USP FL 85q 10/31/2005 STRUCTURAL COMPONENT HTTI6 USP FL 821 10/31/2005 STRUCTURAL COMPONENT HTT22 USP FL 821 10/31 /2005 STRUCTURAL COMPONENT LTSIq USP FL 822 10/31/2005 STRUCTURAL COMPONENT LT520B USP FL 822 10/31/2005 STRUCTURAL COMPONENT MT527B USP FL 822 10/31/2005 STRUCTURAL COMPONENT TDX2 USP FL 816 10/31/2005 STRUCTURAL COMPONENT TDX20 USP FL Slb 10/31/2005 STRUCTURAL COMPONENT TDXS USP FL 816 10/31 /2005 STRUCTURAL COMPONENT LUGT2 USP FL 817 10/31/2005 STRUCTURAL COMPONENT HGAMIO USP FL 81G 10/31/2005 STRUCTURAL COMPONENT FA3 USP FL 822 10/31/2005 STRUCTURAL COMPONENT PAU44 USP FL 821 ID/31/2005 STRUCTURAL COMPONENT PAUbb USP FL 821 10/31/2005 STRUCTURAL COMPONENT PHD2 USP FL 81�1 10/31/2005 STRUCTURAL COMPONENT PHDS USP FL 81� 10/31/2005 STRUCTURAL COMPONENT PHDb USP FL 817 10/31/2005 STRUCTURAL COMPONENT PHDS USP FL 817 10/31/2005 PRODUCT CATEGORY CONNECTORS (WOOD) USP STRUCTURAL COMPONENT RTI7 USP FL 81b 10/31/2005 STRUCTURAL COMPONENT RT20 USP FL 81b 10/31/2005 STRUCTURAL COMPONENT RTIb USP FL 816 10/31/2005 STRUCTURAL COMPONENT RTIb-2 USP FL 81b 10131/2005 STRUCTURAL COMPONENT MTWI2 USP FL b20 10/31/2005 STRUCTURAL COMPONENT MTWI6 USP FL 820 I D/31 /2005 STRUCTURAL COMPONENT MTWIB USP FL 820 10/31/2005 STRUCTURAL COMPONENT HTWib USP FL 820 10/31/2005 STRUCTURAL COMPONENT HTW20 USP FL 820 10/31/2005 STRUCTURAL COMPONENT SPT22 USP FL SI7 10/31/2005 STRUCTURAL COMPONENT 5PT24 USP FL 81-f 10/31/2005 STRUCTURAL COMPONENT SPT4 USP FL 821 10/31/2005 STRUCTURAL COMPONENT SPTb USP FL 821 10/31/2005 STRUCTURAL COMPONENT A3 USP FL 820 10/31I2005 STRUCTURAL COMPONENT A34 USP FL 81b 10/31/2005 STRUCTURAL COMPONENT Mi'4F USP FL 821 10/31/2005 STRUCTURAL COMPONENT LSTA12 USP FL 81b 10/31/2005 STRUCTURAL COMPONENT LSTA15 USP FL 81b 10/31/2005 STRUCTURAL COMPONENT L5TAI8 USP FL 816 10/31/2005 STRUCTURAL. COMPONENT LSTA24 USP FL 816 10/31/2005 STRUCTURAL COMPONENT LSTA30 USP FL 816 10/31/2005 STRUCTURAL COMPONENT LSTA3b USP FL Slb 10/31/2005 STRUCTURAL COMPONENT MSTG40 USP FL 817 10/31/2005 STRUCTURAL COMPONENT MSTG52 USP FL 81-f 10/31/2005 STRUCTURAL COMPONENT MSTGbb USP FL 817 IO/31/2005 STRUCTURAL COMPONENT MSTG78 USP FL bl�f 10/31/2005 STRUCTURAL COMPONENT KGG44 USP FL 822 I D/31 /2005 PRODUCT CATEGORY MASONRY HANGERS USP STRUCTURAL COMPONENT NFM USP FL 578 10/OG/2005 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONCRETE LINTEL CAST GRETE FL 15b OG/18/2005 STRUCTURAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/II/200b STRUCTURAL COMPONENT CONCRETE LINTEL WEIKIWA FL 1418 03/II/200b STRUCTURAL COMPONENT CONCRETE LINTEL COMMERCIAL FL I"I'I4 03/12/200b STRUCTURAL COMPONENT CONCRETE LINTEL MARION MASONRY FL 2155 03/2G/200b PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE ROOFING ASPHALT SHINGLES GAF Materials Gor. FL 183 OG/30/2005 ROOFING ASPHALT SHINGLES CERTAIN TEED CORPORATION FL 250 Oq/24/2005 ROOFING ROOFING TILES MONIERL LIFE TILE FL 5b0 II/04/2005 ROOFING CEMENTS -ADHESIVES -COATINGS TROPICAL ASPHALT PROD CORP FL 1483 OI/Ob/200b ROOFING UNDERLAYMENTS TAMKO ROOFING PRODUCTS, INC FL 1�744 02/10/200b ROOFING CEMENTS -ADHESIVES -COATINGS TAMKO ROOFING PRODUCTS, INC FL 14`TG OI/Ob/200b ROOFING ROOFING FASTENERS SENGO PRODUCTS FL 2271 04/05/200b STRUCTURAL COMPONENT DECK -ROOF ENGLERT, INC, FL 22bb 04/13/200b PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT ENGINEERED LUMBER TRUS JOIST FL 1630 02/13/200b STRUCTURAL COMPONENT ENGINEERED LUMBER BOISE ENG. WOOD PROD. FL Ib44 03/12/200b STRUCTURAL COMPONENT ENGINEERED LUMBER B015E ENG. WOOD PROD. FL ib45 03/12/200b PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE ROOF VENTILATORS SOFFITS KAYGAN LTD FL IGbS 04/05/2006 ROOF VENTILATORS SOFFITS KAYGAN LTD FL 114b 12/IG/2005 ROOF VENTILATORS SOFFITS GAMERON ASLHLEY BUILDING FL 40b II/24/2005 OTHER MODIFIED BITUMEN CERTAIN TEED GORP-ROOFING FL 47G 10/02/2005 OTHER TYVEK HOUSE WRAP DUPONT FL 2145 PENDING OTHER GLA55 BLOCK PITTSBURGH CORNING CORP FL 250 Oq/24/2005 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE POOR-5 WOOD ENTRANCE LAWSON INS. FL 122q 12/05/2005 INDOWS FIXED WINDOWS LAWSON INS. FL 1230 12/05/2005 INDOWS FIXED WINDOWS KINGO FL 125 OG/I7/2005 INDOWS FIXED WINDOWS BETTER GILT FL 6�16 PENDING INDOWS FIXED WINDOWS FLA. EXTRUDERS (MILESTONE) FL 44 Oq/02/2005 INDOWS FIXED WINDOWS GENERAL ALUMIM\NUM FL 255 OG/24/2005 INDOWS FIXED WINDOWS GENERAL ALUMIM\NUM FL 263 OG/25/2005 INDOWS FIXED WINDOWS GENERAL ALUMIM\NUM FL Ibq-I 02/04/200b INDOWS FIXED WINDOWS SIMONLON WINDOWS FL 178 OG/IG/2005 INDOWS SINGLE HUNG LAWSON INS. FL 1225 12/05/2005 INDOWS 51NGLE HUNG KINGO FL 123 Oq/I�/2005 INDOWS SINGLE HUNG BETTER GILT FL bb3 PENDING INDOWS SINGLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 OG/02/2005 INDOWS 51NGLE HUNG GENERAL ALUMIM\NUM FL 254 OG/24/2005 INDOWS SINGLE HUNG GENERAL ALUMIM\NUM FL Ibga 02/04/200b INDOWS SINGLE HUNG SIMONLON WINDOWS FL 204 OG/22/2005 INDOWS SINGLE HUNG ENERGY SAVINGS PRODS. OF FL FL IG50 03/12/200b INDOWS DOUBLE HUNG ENERGY SAVINGS PRODS. OF FL FL Ig53 03/12/2005 INDOWS HORIZONTAL SLIDERS LAWSON INS. FL 122b 12/05I2005 INDOWS HORIZONTAL SLIDERS SIMONLON WINDOWS FL 203 OG/22/2005 INDOWS HORIZONTAL SLIDERS KINGO FL 124 Oa/I�T/2005 INDOWS HORIZONTAL SLIDERS BETTER BILT FL b70 PENDING INDOWS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 Oq/02/2005 INDOWS HORIZONTAL SLIDERS GENER,4L ALUMIM\NUM FL 254 Oq/24/2005 INDOWS HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL IbGB 02/04/2006 INDOWS MULLIONS LAWSON INS. FL 1221 12/05/2005 INDOWS MULLIONS KINGO FL G57 II/04/2005 INDOWS MULLIONS FLA. EXTRUDERS (MILESTONE) FL Gl4 PENDING INDOWS MULLIONS GENERAL ALUMIM\NUM FL 1252 12/03/2005 EXTERIOR DOORS SLIDING LAWSON INS. FL 1228 12/05/2005 EXTERIOR DOORS SLIDING KINGO FL 12b 12/05/2005 EXTERIOR DOORS SLIDING BETTER GILT (MI HOME PROD.) FL 561 12/30/2005 EXTERIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 OG/02/2005 EXTERIOR DOORS SLIDING GENERAL ALUMIM\NUM FL 2b4 OG/25/2005 EXTERIOR DOORS SLIDING SIMONLON WINDOWS FL 184 Oq/22/2005 EXTERIOR DOORS SLIDING THERMO-TRU CORP. FL II70 II/20/2005 EXTERIOR DOORS SWINGING LAWSON INS. FL 122G I2/05/2005 EXTERIOR DOORS GARAGE DOORS GLOPAY BULIDING PRODUCTS FL 542 12/12/2005 EXTERIOR DOORS GARAGE DOORS WAYNE DALTON DOORS FL 887 II/04/2005 EXTERIOR DOORS SWINGING JELD-WEN FL 4G8 10l31/2005 EXTERIOR DOORS SWINGING JELD-WEN FL 53G 10/31/2005 EXTERIOR DOORS SWINGING PLASTPRO ING.MANYA PLASTICS FL 1321 12/15/2005 EXTERIOR DOORS SWINGING THERMO-TRU CORP. FL 1185 II/21/2005 Ao CREATED 04-05-04 ENGINEERING/ / �'.,4. PA. BOX 3400 - ,4POLL0 BE,4CH - FLORID ► - 33✓-12 PW" - (813) 64b 0166 FAX - (813) 64b 96W �$ 4b10 ©C ENT N THIS THESE SPROJECT.AND �ANY REPRODUCTIONGNS ARE THE TOR PROPERTY AUTHORIZED USOE S PROHIBITED,ENGINEERING, A 004 E SCALr= NOTED 4 DATE 4/s/o4 FLORIDA FRODUC 3 Tie D