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HomeMy WebLinkAbout7805 Merchantville CorCity of Zephyrhils 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 r ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDIM CODE, NATIONAL ELECTRIC CODE AND CM OF ZEPHYRHILLS ORDINANCES Roe= JUN 162005 FOOTINCz SCHEDULE MC • SIZE REMIRCIM I DEPT14 Fl 2'-01x2'-& (U @ b • 6' O.G. EACH W4Y 1 12' DEEP P2 (u s • 6' = EACH WAY I W DEEP FOJNDATION NOTES: 1. SEE SHEET SNI FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL 5E ON THE SITE FOR THE BUILDINCx INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. I LAV I I r--------------- I 13'-4' 51-4' I 12'-m' x tm'-m' a GONG PAD I A/C PAD I I LOCATION I ELEVATION 5,_m/ I 5,_ 1 — — — — — — — — — — — — — 1 ' I V2 RECESS FOR 0 C.D. - —----- - - - - - - - - - - - - - - �I ------------ ------------- - - —---------------------- +----�---- —� I F- I ; I 12'-3' IT-2' 1 1 I ELEVATION AT V-m' (ASSUMED) iT i 1� 4' CONC. SLAB ON GRADE 1 W/ 6x6 LLMAXWL4 MESH IN TOP ' I I INDICATES 1 -'!S YERt 1QEAAR OF 1 V2' OF SLAB OR 4' .. FIRER MESH CONC. SLAB I I M MASONRY CELL FILLED SOLID W/ CONCRETE. Q, ' OVER 6 MIL VAPOR BARRIER I VERT. REW. SHALL CE HOOKED I ON CLEAK WELL -COMPACTED, I I MTO BEAM ABOVE t FTC. BELOW I YERMI'TE TREATED, GRANULAR II I LAPwwm �UIII� I FILL. �' I/� SPLICED T ----------- ------------------ i A 31- I I I I 3/ 9" GONtt?Gi JOINT I, , •+- -� I I 4 I T I I I I I I I I I=I T 1♦ /�jr _ ��, 1111'�� ( I I N 1 1 II II Q II C' I II3 J I 1I( 11 ► It ' L �xama I I 1 � - DJI1 SIAIK ; 4------------- I 4' I°Yr- I SNO IER a �' I I I X I •.------- —, , •- I I I 1 1 1 I I II I I I ( 1 I I I 1 i i 1 2- WS OL400MAL I I I I I I c4mom SLAB 5'-5' I I I 1.46. - 2'-3' I I I 11� 1 (Typq Au -_ -_ I = --- 104 ---- Tte a I alti � I � I I I I II K ��L4 I21'-2' W'-2' I ' �, -------- _w{---- Am_ ---- -- 23 r o---- ' 12'-8' 5'-2' 1'-4' I'-4' 1'-4' 1'-4' I'-4' 1'-4' I '- '�_ •. IL ��----- 1 • 0 I V2' fWd=M FOR GAR. OR — — — — - — - --� - - --- --- -� • • • • • I 2 F1 F1 ELEVATION (-) 0'-4' _ DROP PRONT WALK 47 4'-r t6'-0'7k 2'-0' LATEST DATE : IN PROCESS DESCRIPTION REVISION DATE 09/24/03 ❑ SAMUEL A. CiREENBERCs, P.E. 034245 ❑ IRUJIN J. BENSON, P.E. *49-158 TO TWE BEST OF THE ENIGMEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWMG AND DESIGN 18 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. i N N CA � F 0 z LU z m -op! l QA ift 't � x , Q !L Ir ' N Z Q J Q} V Z w QW o IJ .. Q W O Q I- �_ v J ^ I a DATE 05-21-02 SCALE : AS NOTED DRAWN BY: BILL. VANCIS AUTOCAD FILE NAME 1446ABC ENGINEER OF RECORD DANSCO NG, P.A. SHEET DESCRIPTION : FOUNDATION PLAN Will On cll SEE COM" NITY— SPECIFICATI" FOR BAN" TOP SIRE t WTALLATION REJNR MENTS 9 r 2 All 1p TOP AT a ■■ ■■ r �• w ■■/I REFER TO ELEVATIONS FOR TYPE AND SIZE OF FIXED GLASS A®OVE WIDOWS AND DOORS. �14) #5 VERTICAL NOTE: 8"x16" UNITS MAY BE USED UNLESS WOOD COLUMN IS FRAMING ON TOP OF COLUMN 24"X24" OR 16"x16" MASONRY COLUMN FILLED W/ 2500psi CONC. SCALE: 3/4"=1'—O" \_ 2 VAULT. ties 1 ° T \ 10 &40wm X BR 3 in I 1� 8'-0' FLAT I c I � -�' � I � � Roof TRu6e�a � jI I a TIL 11 I Aev • 24" oo 1'-4' K ITC H E 112-�-8 b� T vAUL _ TmWo I I I I I UIFL AMY. 8 24 O I I _J AH N u I aD I � ►- INSIILATI I BRIKF ST ATT par L-(u swap TO CAa TOP AT 8'-4' w wo V- . WALL 5'-2' I '-3' V-0' LIVING ROOM DINING VALTM 1R�'l I `r% ADV. • 24" O.C. VAU.TED C .& I 42' NIGH 3s12 3: 1/2 WALL IW VAULT Iv 2xb IIU. CAP WE IaCfRY »rAL e 1 ON SHM 3A 14 > cn v� T' all •rPZ\ \ 3b SFi. W - � \ / . . .. .I`n .. MIL. , Lip• �. IWO L 4'-1' 3'-2' L-- — — — —� GARAGE IS'-2'xti'-I' 8'-0' FLAT CLG. SK / WALL r—--------- ------ --i I G41�nc+E DooR IN OPEN POSTION Rom mma I ADV. + 24" OTC. I K I 82 P I I\I6-0xl-0 �A GARAGE DOOR i I 62 1 is 1 *4 ot9 1 :fl LATEST DATE: IN PROCESS DESCRIPTION REVISION DATE 09/24/03 C INNERAI■ STRUCTURAL. NOTES OPROYID/ LI./P. L (1) Mb CONT. IN PID INTIL t (1) t6 CONT. IN PILL/D ICO. 0 OCIC A IOVS O(2) 2x12 IBM WA G= ANCHOR 8M TO COL W/ 2 H1,I4dHt6 NPM302 HANKM ■A. COL O 16"adb" COLUMN WITH (4) Mb VRITICAL TYPICAL. O 8" P.C. LINT& W/2" (1) Nb CONT. (TAD f 1'-2" APP.) ® (2) 2xI2 O/AM W/(t) bMIFIGON LLGTA18 • /A. IIIND PROWOb (2) 2x4 BPACIeR COLUMN W/ (1) 61MP60N LrM= • WAAK PLOOR PLAN NOTW. 1. 60 SH=T &Q PM WMPONiINT i CLADDING DMIGN PR G&AM TAI?3 A 2. 60 SHOT WWI t SDW2 POR DOOR AND WINDOW TADISO AND INSTALLATION INPOWATION. 3. ALL PLU MISM,1111 ACTRICAL, AND MOCAANICAL ROU01-1-INS MUST DR COMPLETL, INSPECT®, AND APPROVED NN -ORE STING THE PRAMNGi INe"OTION (Pw P®C losh). 4. *-0WQ0 B WORM WINDOW WALL LEGEND INDICATES FILLED CELL W/ (1) #5 VERT. INDICATES TOP OF MASONRY 0 8'-0" INDICATES SHEAR WALL INDICATES INTERIOR BEARING WALL vow ur now on wales �— C ALA sort. PI A'M AND w■OCAM LAUNDRY ROOM/ DRYER VENT DETAIL ❑ SAmu& A. GRlEN9ERG, P.E. *34245 ❑ IRWIN J. 5E4ON, P.E. usirp8 TO TIRE MW OP TIRE /d4dN MS KNOWIJC= AND THE slowTURAIL PLANE MV OMPICATION6 =10ftY WITH THR PLORIDA BUILDNG C=K 0=1014 Iimb POR 20 MPH 3 SECOND 4LIST Wm Z" (20010ITION). TWIG DRAWING AND 011116IQN 16 VALID POR 2 MON7H6 APTM TH* DATE IT 16 OW40 AND 6/ALM. *MW AND SPA= POR THB Srt'RUCTUR 4. PORTION OP TWIG DRMNG ONLY. ,0. 1al, Si a gn N Z Q � N r l) M r r J Q } L' U Z ' u Q� o .. w u L J Q DATE : 05-21-02 SCALE : AS NOTED DRAWN BY: BILL VANCE: AUT'OCAD FILE NAME 1"OABC ENGINEER OF RECORD DANSCO EN P.A. SHEET DESCRIPTION FLOOR PLAN R.1 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 I lot Level 468 465 Roof rimus LAYOUT SCALE: 1/8' = P-0' SIMPSON TRUSS TYPE JOINT LOCATION UPLIFT (LBS) CONNECTION QTY. CONN. ICAPACITY1 FASTENERS** PER CONN. TA (2 PLY) LEFT 2530 HETA20 2 2608 32-10d X 1 1/2' RiGHT 2530 WETA20 2 2606 32-10d X 1 1/2' NOTE: ALL OTHER TRUSS BR. CONNECTIONS ARE SIMPSON META20 OR EQUAL CS FOR MASONRY: SIMPSON H10 FOR FRAME: 4 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 11/2' TIMBER H10 1 CZW 16-6d X 11/2 HUNG HUS26 1 1286 20-10d x 3' U5P TRUSS TYPE JOINT LOCATION UPLIFT (LBS) CONNECTION QTY. CONK. CAPACITY FASTENERS+• PER CONN. TA (2 PLY) LEFT 2530 WTA20-18 2 2-150 30-10d X 1 1/2' RIGHT 2530 0- S 2 2150 30-10d X 1 1/2' NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-IS OR EQUAL FOR MASONRY: USP HC10 FOR FRAME: d THD26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-16 1 1500 14-10d X 11/2' TIMBER HC10 i 1350 i6-1OCI X 11/2' HUNG THD26 1 1520 18-16d x 31/2' Double connectors to be placed diagonally to each other. _• Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. *;• Mounted vertica I ly 3F_ RIDGE VENT RIDGE VENT ZSWIW.XLE L DECORATIVE Z DECORATIVE LjFM 7 FI77" FINIS41.00NE — — — — (ASSIJIMEW .ILrJLa11.' 1l M"ATION SCALE: 1/8' = P-0' RIDGE VENT RIDGE VENT Ze441WSLE S Z DECORATIVE FINIBH� — — FiNj&4 FLOOR LINE — — SCALE: 1/8' = i'-0' IL SHINGLE ROOF TAM. ® � DECOR4T1� FNISN7 FINISH FLOOR 1-09 REAR SCALE: 1/8' = P-0' FLYWOOV SWEAT141 2x4 BLOCKING, TOENAiLED To TOP AND BOTTOM C14M V(2) lOd SIMPSON LSTA18-\ (2) 2x12 BEAM (2) 2x4 COLLMN—,,,"� I EjSCA& COED FLANGE HAMER Z DECORATI VE FNISFI7 12 GIRDER TRUSS FAMILY ROOM T.Okt SCALE: 1/8' = P-0' 0 e0 ENEPMENCY EGRESS 12 ONE &4614 OF TENS GROUP MUST BE 15 EQUN'PED wITEI EMEWAD4CY EGRESS \ W4RDW4RE TO C01'KY wRH 00YEWMG \ FIRE AND BWLDNG CODES ADODITIONAL 2x4 BLOCKING NAILED W1 Wd NAILS, 6' Or, STAGGEFED 00 PARTiAL SECTION DETAIL S SCALE: N.T.S. 3A LINE OF INTERIOR VAULT BEYOND — TAP't —r — T NOTE: ROOF OVERHANG TO CONFORM TO COMMUNITY REC 11111 EhIENTS LATEST DATE : IN PROCESS DESCRIPTION REVISION DATE ; 09/24/03 L I VING/D iNING a ROOM �o 1x& FASCIA W/ DRIF EDGE (TYPICAL) sly 'TILES' 1 i- 6'� BANDING ROOF FRAMING NOTES: I. SEE SHEET 53.1 FOR SHINGLE Ii-ORMATION AND INSTALLATION INSTRUCTIONS ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ iRWIN J. BENSON, P.E. 0493158 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WMD ZONE (200i EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o a a s a a 4 s a 19 � a Q Q @ p [t5 4 m Q i3 LnJ m o im� m a00 Q II a n m O a a a o a o Q DATE: 05-21-02 SCALE A8 NOT® DRAWN BY BILL VANCE AUTOM ME NAME ENGNM OF RECORD : D P.A. SPIFFY DESCRIPTION ELEVATION W PLAN JOINTS IN SHEATHING MiN. b'-0', MAX. 8'-0' SEE STRUCTURAL NOTES AND NAILING: SCHEDULE FOR SHEATHING DETAIL 2'x4' CROSS BRACE AT RIDGE FASTENEC AT EACH JOINT W/ (2) 10dx3' 2'x4' PANEL BLOCKING a 48' O/C 2'x4' CONT. BLOCKIN FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP 4 BOTTOM ATTACHED W/ (2) 16-d TOENAILS i- BACKNAIL W/ (2) 16d NAILS 2'x4' OUTLOOKER 0 24' O/C iMPSON H10 CLIP SHEATHING SECTION iNGLE 2'x4' TOP PLATE END NAILED W/ (2) 16d INTO STUDS t (2) 16d TOENAiLED INTO OUTLOOKER ,4■5. i A\ INA ' 1661 THROUGH TRUSS WE J2) 166 THROUGH BLOCKiNG GYPSUM WALL BARD-% 2'Xro' P.T. SiLL 2'x4' 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 5/8' OR 1/2' CEILING DENSE 10dx3' 0 4' O/C GYPSUM WALL BOARD FASTENED WiTH Sd COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL 4' O/C TYPICAL NOTE: SEE GABLE BRACING DETAILS FOR ADDITIONAL GABLE BRACING INFORMATION RI a i/2'. ANCHOR BOLT m 48' O.C. MINIMUM 6' FROM PLATE SPLICES W/ 3/16'x2' DIA. PLATE WASHER T.O.M. M SiMPSON SPi SI PSON H10 OR EQUAL e 6 EA. OUTLOOKER 2'x4' KNEE WALL W/ STUDS a 24' O/C 2'X4' DIAGONAL BRACING e MID -HEIGHT W/ (2) 16d PER CONNECTION 'L' BRACE TO EXTEND e LEAST S0% OF WEB LENGTH (SEE TABLE) 2'x4' CONT. BLOCKING 1/2' CDX PLYWOOD OR 7/16OSB W/ (2) 16d PER JOiNT SHEATHING ATTACHED W/ 10d NAILS 6' O.G. SIMPSON H3 EDGES AND 12' O.G. FIELD 2'x4' CANT. 4110 24' O/C 10dx3's 3' O/C THROUGH CHORD INTO 2'x6' P.T. PLATE RIDGE VENT RIDGE VENT 12 rp SHINGLE ROOF DECORATIVE FINIS/H? /� BANDING RETURNFINISH FLOOR LINE _ _ GRADE LINE/=FLUVATION (ASSUM$DJ SCALE: i/O' ■ 1'-0' (2) 16 d RIDE VENT _,,---CONT. 2'x4' END NAILED W/ (2) 16d m EA. STUD ALUMINUM SOFFIT VAPOR BARRIER UNDER GABLE TRUSS BOTTOM CORD (ROOFING PAPER OR ROOF CEMENT) i CANTILEVERED GABLE END DETAIL SCALE. 3/4' =1'-0' 0 O ROOF VENT SCHEDULE O Verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below: Off ridge vents or Soffit Vent Mark Location equal system (sq. in.) (sq. in.) RV i let Level 465 465 Roof RiDGE VENT L SNINCsLE ROOF T.O.M. Z DECORATIVE FMISFF7 FINISH FLOOR LINE _ L OECORATI VE FINISH? (ASW IED IR]IGHT ELEVATION SCALE: 1/O' = l'-O' ONE SASH OF THIS C MUST ME EQUIPPED WITH EhERSENCY EGRESS WARCWARE TO COMPLY WITH GOYMNG 12 FIRE AND ENILDNS CODES SHMGLE ROOF T_O]'"I. 9 Z DECORATIVE FINISH FINISH FLOOR LINE SCALE: i/O' = 1'-0' S IMPSOi�I TRUSS TYPE JOINT LOCATION UPLIFT (LBS) CONNECTION QTY. CONN. CAPACITY FASTENERS*$ PER CONN. TA (2 PLY) LEFT 2530 HETA20 2 2608 32-10d X 1 1/2' RIGHT 2530 HETA20 2 2608 32-10d X 1 1/2' NOTE: ALL OTHER TRUSS BRCS. CONNECTIONS ARE SiMPSON META20 OR EQUAL FOR MASONRY: SiMPSON H10 FOR FRAME: 4 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 11/2' TIMBER H10 1 880 16-ad X 11/2' HUNG HUS26 1 1286 20-10d x 3' V .o a 5:12 r 121 m v 2° V O --77 � � AL N >Y A � V O Z o � 00 QIM E W/O WALL e m TRUSS LAYOUT u > J • u v SCALE: 1/9' = 1'-0' 0 N J �co CL v ao Y w 12 S GIRDER TRUSS —� F_�..Wmmm FAMILY ROOM STUCCO FINISH LINE OF INTERIOR VAULT BEYOND — \ F'OT SHELF POT SHELF LIVING/DiNiNG e ROOM NOTE: IFRONTEIBVAnON ROOF OVERHANG TO CONFORM TO COMMUNITY REQUIREMENTS X SCALE: 1/4' = 1'-0' c Z Double connectors to be placed diagonally to each other. �• Do not drive nails through the truss plate on the opposite side of the truss C. .3 which could force the plate off the truss. ••+ Mounted vertica I I y ROOF FRAMING NOTES: C m 1. SEE SHEET 53.1 FOR SHINGLE INFORMATION U :. AND INSTALLATION INSTRUCTIONS c a o 0o m m � E C USP TRUSS TYPE JOINT LOCATION UPLIFT (LB6) CONNECTION QTY. C0"'L CAPACITY FASTENERS•• PER CONN. TA (2 PLY) LEFT 2530 WTA20-18 2 2150 30-106'X 1 1/2' RIGHT 2530 20-18 2 2"750 30-10d X 1 1/2' NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY: USP WC10 FOR FRAME: E THD26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY WTA20-16 1 1500 14-10d X 11/2 TIMBER HC10 1 S50 16-10d X 0i2' HUNG TH026 1 1520 18-16d x 31i2' ix6 FASCIA W/ DRIP EDfsE GRADE LINE (ASS6gHED) ❑ SAMUEL A. GREENBERG, P.E. "34245 ❑ IRWIN J. BENSON, P.E. 04S158 LATEST DATE: IN PROCESS REVISION DATE : DESCRIPTION 09/24/03 8' 'TILES' 4' DECORATIVE BAND loll l� \ •\ l l ��> \ f:� TO THE BEST OF THE ENGINEER'S IC40WLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. V 00 v W' Q ca Z Q W oW Q a� Cm 0 9 9 9 9 9 a P p p P P V � m V n a Ll o I. a to 9 d Q 0 a 0 a Q DALE 05-21-02 SCALE : AS NOT® DRAWN BY: BILL VANCE NTIU D FILE NAME ENGHM 144QABC OF RECM DANWO P.A. SHEET DESC- P71ON ELEVATION 'B' PLAN Cs7 R1 I�l �� II NMI�I SCALE: 1/8' ■ I'-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 465 465 Roof SIMPSON TRUSS TYPE JOiNT LOCATION UPL IFT (LBS) CONNECTION QTY. CONN. JCAPACITYJ FASTENERS** PER CONN. TA (2 PLY) LEFT 2530 HETA20 2 2608 32 -10d X 1 1/2' RIGHT 2530 HETA20 2 2608 32 -10d X 1 1/2' NOTE: ALL OTHER TRUSS BRCS. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY: SIMPSON H10 FOR FRAME: t HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY MET420 1 1500 14-10d X 11/2' TIMBER H10 1 990 16-8d X 11/2' HUNG HUS26 1 1286 20-106 x 3' USP TRUSS TYPE JOiNT LOCATION -_UPLIFT " ,(LBS) CONNECTION QTY. GOWN. CAPACITY FASTENERS** PER CONN. TA (2 PLY) LEFT 2530 HTA20-18 2 2150 30-10d X 1 1/2' RIGHT 2530 HT 20- 8 2 2150 30-10d X 1 1/2' NOTE: ALL OTHER TRUSS BRCS. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY: USP HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-16 1 1500 14-10d X 11/2' TIMBER HC10 1 950 18-10d X 11/2' HUNG THD26 1 1520 18-16d x 31/2' * Double connectors to be placed diagonally to each other. ** Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. *** Mounted vertically TAM. Z DECORATI VE FIND SHINGLE RDOF a ZDECORATIVE FIS FINISH FLOOR LINE (2) 5/8' 0 THRU B SIMPSON CC44 COLUMN (2) 1/2'0 THRU BOLTS SIMPSON LC544 RIDGE VENT RIDGE VENT RIDGE VENT 12 1 5 5 12 Z-1,WIWXLE � 8 ROOF SCALE: 1/8' 1'-0' * ErEIMSENCY EGRESS ONE SASH OF This GROUP MUST BE EQUIPPED WITH EMMENCY EGRESS HARDWARE TO COMPLY WITi4 GOVEMING FIRE AND BUILDING CODES NIZA I MA I ZA [:Ai le \ •\ I -PLY 2x BEAM W/ PLYWOOD SPACER R LVL BEAM 2) 5/5' 0 THRU BOLTS D.T. 4'X4' POST ELEV. FOR FiNISH FALSE FRAMING 'x16' OR 24'x24' PILASTER )LUMN 05 VERTICAL WOOD TO MASONRY COLUMN SCALE: 3/4"=V-0" O1l 1 1/2' RECESS FOR GAR. DR. I'•8" s 8" CAU: CO LMN 6A e f016' Aff. &IT01/2UK N'ON-5ig1CMA, ca, AM rlmr_=IIIIIM� an LINE OF INTERIOR VAULT BEYOND TAM Ll Z DECORATIVE DECORATIVE a FMISH7 FINI8 /147 � FINISH FLOOR LIM GARADIE LINE (ASSUMED) RIG= ELEVATION SCALE: 1/8' 1'-0' 12 ss GIRDER TRUSS 5 � 24 O FAMILY ROOM POT SHELF POT SWELF SCALE: 1/8' 1'-0' Ix6 FASCIA 2-2x12 BEAM w/ DRIP ED STUCCO (TYPICAL) 4 13/16' FINISH RAISED HEEL (FIELD 512 12 8 VERIFY) 1Tucco 3 42' DIA. ROUN COLUMN ON 16' Sa BASE NOTE: ROOF OVERHANG To �auIcot r FRONT MPrAT11To COMMUNITY REMENTS ENts SCALE: 1/4' = 1'-0' 6' 1 BANDING W/ 2' •SCORED• 8ANDING (TYPa i Lam' TAM IN PROCESS LATEST DATE REVISION DATE DESCRIPTION 09/24/03 LIViNG/DINING ROOM 'TILES' 4' / BAND MINIM MININIE MIEWITI Mimi 11MININ -1 10 1 VVY ON 1 y 1 9 \ ROOF FRAMINCs NOTES: 1. SEE SWEET 53.1 FOR SHINGLE INFOWATiON AND INSTALLATION INSTRUCTIONS TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT Is SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. e O O ig d a P0 C4�P 4�P P P � m Q @9 29 n Q 11111 1 ILY YJI m m o n m O O m S d a ® o U a a o I- Q DAZE 05-21-02 SCALE : AS NOTED Dw►wN 6Y : BILL VANCE AITOW F&E NAME '144eAEIC D�INEER GF RECORD D P.A. SHMT DESCRP7M : ELEVATION Tv PLAN ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ IRWIN J. BENSON, P.E. 04S158 I 0. ao m IL D W. SINK BASE KITCHEN KITCHEN Iny�NOf TUB POTSH TOP AT 8'-01 1'-b' 0 � MOOD laeEIVALL �Ir—��V-3 KITCHEN TO 661-8ILE o 0 0 0 Ion"MM MIRROR M.C. "' A w.c � N BATH .4 v io r T-3' U'-0� T-3' COMMLINITY SPECFICATIM M . BATH �R eAO TOP aim INSTALLATION REQUIREMENTS INTERIOR SA .LE: 1/4' ■ I'-m' ELEVATIONS i I. 00011 1 - - N :>INCs IS. SINGLE PHASE 200 AMP 5REAKER PANEL NEMA 1 METER 30 CIRCUIT SOCKET 1 1/2' RIGID NIPPLE W/ (2) 01 AND (1) 03 CU THW CONDUCTOR 04 CU TO—' COLD WATER ?5llyPIPE 4 DRIVEN POWER COMPANY GROUND ROD ELECTRICAL R15ER DIAGRAM ELECTRIC LEGEND DUPLEX OUTLET SPLIT DUPL. OUTLET TOP PLUG IS 'HOT' DUPL. OUTLET ABV. COUNTER HGT. 220V OUTLET ® SPECIAL PURPOSE CONNECTION TELEPHONE OUTLET —�-� TELEVISION OUTLET -{- SWITCH 3-WAY SWITCH —fl DIMMER SWITCH —a DOORBELL PUSHBUTTON CEILING MOUNT LIGHT FIXTURE L ROUND RECESS LIGHT FIXTURE UO CEILING MOUNT SMOKE DETECTOR 48" FLOURESCENT LIGHT FIXTURE Q EXHAUST FAN FLOOD LIGHT 00000 HOLLYWOOD LIGHTS ® SECURITY KEY CEILING FAN PREWIRE ® A/C REGISTER ® CHIMES ® ELECT. PANEL WALL MOUNT LIGHT FIX. 0 FLOUR. WRAP FIX. RETURN AIR NOTES@ 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES. .......... 42' OUTLETS.............I e TELEPHONE........14" TELEVISION .......... 14' 4. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1999 NEC. LATEST DATE IN PROCESS DESCRIPTION REVISION DATE 09/24/03 0a 9 N 8 C-71 a a p 8 R P � G' V m � Q a R� 29 V 011 mImC=D m 0 m o m a a s o a 0 Q DATE 05-2')2 BCALE : AS NOTED DRAWN BY : BILL VANCE AUTIOCAD FU NAM '1 mic ENDER OF RECORD D P.A. SHMT DE9CF&r71oN : EUECTROPI PLm STRUCTURAL NOTES 1. SPEG I F I GAT I ONS I. I. GONSTRUGTION I. I. 1. AGI 316-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AGI 530/A5CE 5/TM5 402-gq d AGI 530, I/A5GE 6/TM5 602-gg SPECIFICATIONS FOR MASONRY STRUCTURES. I. I. 3. A5TM 02-10-q2, 0416-M, AND 0410-g0 SPECIFICATIONS FOR MASONRY STRUCTURES I. I. 4. NATIONAL DE516N SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYIN6 SUPPLEMENTS. I. I. 5. FLORIDA BUILDING CODE (FBG), 2001 EDITION I. I. b. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRES5 DE516N", BY THE AMERICAN INSTITUTE OF 5TEEL GON5TRUCTION, (AISC) gTH EDITION. 1. 1. '1. "DE51&N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5" BY THE TRUSS PLATE INSTITUTE (TPI) Igg5 EDITION. 1.2. DESIGN : I. 2. I. AGI 31b-02 BUILDING GORE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. AGI 530/A5GE 5/TM5 402-qci $ AGI 530, I/A50E 6/TM5 602-gq SPECIFICATIONS FOR MASONRY 5TRUGTURE5. 1. 2. 3. A5TM C710-q2, 0476-CII, AND GgO-gO SPECIFICATIONS FOR MASONRY STRUCTURES I. 2. 4. NATIONAL DE516N SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. b. FLORIDA BUILDING CODE (FBG), 2001 EDITION SHOP DRAW I NOS: 1. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE516N PLANS BY OTHERS DURIN6 THE PREPARATION OF SHOP DRAWIN65 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAWINGS ARE TO BE 516NED AND SEALED BY A FLA. RE&. PE. AND SHALL INCLUDE : VRAWIN65 AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRAGIN6 REQUIREMENTS, AND CONNECTIONS TO 5UPPORTING TRU55 MEMBERS. 2. DESIGN LOADS 2. I. DEAD LOADS: 2. I. 1. UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PGF 2. 1. 3. UNIT WEIGHT OF 5" G.M.U. BLOCK : 40 P5F 2. 1. 4. 15T FLOOR SUPERIMPOSED LOAD : 20 P5F 2. I. 5. UNIT NE16HT OF 2x4 PARTITION WALLS: II P5F 2. I. 6. UNIT WEIGHT OF 2x6 BEARING WALLS : 12 P5F 2. I. '1. BALCONIES 8 DECKS: 15 P5F 2. I. 5. TILE ROOF TOP CHORD : 15 P5F BOTTOM CHORD : 10 P5F 2. 1. q. 5HIN&LE ROOF TOP CHORD : -i P5F BOTTOM CHORD : 10 P5F 2. I. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS : 2. 2. I. 51DEWALK AND DRIVEWAY LOAD : 200 P5F 2.2.2. GARAGE LOADS : 50 P5F 2.2.5. CORRIDORS AND BATHROOMS: 60 P5F 2.2.4. PARTITIONED ROOMS, 40 P5F 2.2.5. BALCONY AND DECKS : 40 PSF 2. 2. 6. STAIRWAYS AND LANDIN65 : 40 P5F 2. 2. 1. ROOF: 20 P5F 2. 2. 6. FLOOR TRUSS TOP CHORD MINIMUM: 40 P5F 2. 2. q. ROOF TRU55 TOP CHORD MINIMUM. 20 P5F 2. 3. RA I L I NO LOADS : 2. 3. I. ALL RAILING AND 6UARD RAIL SY5TEM'S ARE TO BE DE51ONED 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 SYSTEMS ARE TO BE DE516NED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF TOO PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.5.5. GUARDRAIL SYSTEM SHALL BE DE516NED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED 0141 50. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 8 2.53. ARE NOT REQUIRED TO 13E APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM 5TRE55E5 IN THE MEMBER COMPONENTS. 2.4. W 1 NO LOADS: 2. 4. I. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. 1606 OF THE FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GU5T, EXPOSURE "B", IMPORTANCE FACTOR "I" = I.O. ENG1-05ED BUILDIN6. 2.4.2. NET UPLIFT DEAD LOADS - 10 P5F 5HIN&LE, 15 P5F TILE 2.5. DEFLEGTIONS : 2. 6. I. FLOOR TRU55E5 SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. ■ � ST`UGTURAL NOTES 3. DESIGN METHOD 3. 1. LOAD FACTOR DESIGN : 3. I. I. THE LOAD FACTOR DE516N METHOD WA5 USED TO DE516N CAST--IN-PLACE CONCRETE 5LAB5 AND FOOTIN65 3. 2. SERV I GE LOAD DES I ON : 3. 2. I. THE SERVICE LOAD DE516,N METHOD WAS USED TO DESIGN MA50NRY WALLS AND LINTEL5 INTERIOR AND EXTERIOR WOOD FRAMING AND 5HEATHIN6 STAIRS AND FLOOR FRAMING ROOF FRAMING, 5HEATHIN& AND UPLIFT 3. 3. LOAD GOMBINATIONS FOR LFRD DESIGNS 3. 3. I. THE FOLLOWING LOAD COMBINATIONS WERE DE516NED FOR : TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL OL + 14L 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE516NED TO RE515T THE WORST LOAD COMBINATION RE5ULTIN6 IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3 4. DESION ASSUMPTIONS: . 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALL5 UNLE55 SHOWN OTHERWISE IN THE DE516N PLANS. 4. MATERIALS 4.1. RE I NFORG I NO STEEL : STRUCTURAL NOTES 4. 4. STRUGTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING WALLS 5.P.F., fb = 675 PSI, E = 1200 Ksl ALL EXTERIOR FRAMING S.P.F., fb = 6'I5 PSI, E = 1200 Ksl 4.4.12. ALL FRAME WALLS TO BE CONSTRUCTED U51N& 5.P.F. , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED 5HEATHIN& 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 51MILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD 6RADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWIN66 TO THE ENGINEER OF RECORD. 4. 4. 1. DE516N, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI I-Igg5, HIB-gl AND QST-&&. 4.4.6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOGATION5 WITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME WALL5 SHALL HAVE V6" 5TUC00 FIN15H PER A5TM C. q2b. APPLY 3 LAYERS W/ THICKNE55 OF "U6" OVER METAL LATH. FIRST 2 LAYERS 3/6" THICK. EACH, AND 3RD LAYER I/6" THICK. 4.5. FASTENERS AND TIE DOWNS : FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : SHAPES, ANGLES, CHANNELS: A5TM A36-36M 414 Fy = 36 Ksl 4. I. I. REINFORGIN& STEEL SHALL BE A5TM A615-q4 GRADE 40, f'y = 40 Ksi ROUND METAL PIPE : A5TM A53-q4, CRAVE B Fy = 35 Ksi SQUARE METAL TUBING : A5TM A500-44, CRAVE B Fy = 46Ks1 4. I. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR I5". HIGH STRENGTH BOLTS: A5TM A32"4 MACHINE BOLTS: GALVANIZED A5TM A307-414 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE 4.5.2. SHEET METAL AGCE-55ORIE5 SHALL CONFORM TO : Fy = 33KSIWITH CqO FACE OF THE CONCRETE. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-61. 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.5.3. NAIL5 SHALL GON515T OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: bd = 0.113", IOd = 0.125", l2d = 0.126", I6d = 0.135". 4. I. 5. REINFORGIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD 5TRENOTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR RECORD. APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. I. 6. DE516N COVER REQUIREMENTS: 0-1-P CONCRETE FORMED ACAIN5T EARTH: 3° 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED G-I-P CONCRETE EXPOSED TO EXTERIOR: 2" FOR IN THE PLANS ARE A MINIMUM. C-I-P CONCRETE NOT EXPOSED : 1 1/2" 6ROUT FILLED MASONRY : 3/4" 4.5.6. ALL FASTENER TIE DOWNS, BEAM HAN6ER5, JOI5T HAN6ER5, AND FLOOR TRU55 PRE 5TRE55ED CONCRETE LINTEL5 (ADD. REBAR IN) : 1 1/2" 5TRAPPIN6 ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2" SPECIFICATIONS. 4. 1.1. WELDED WIRE FABRIC (WWF): ASTM A05-ClOo. GONGRE I EMBEDDED 'JBOLT5 USED FOR UPLIFT ARE TO BE WET SET PRIOR TO 4. I. 5. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION. INITIAL SET OF THE GONCREI 5PAGIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DE516N PLANS, U.N.O. ALTERNATES TO 'J" BOLTS ARE NOTED ON PLANS. 4.2. GONGRETE 4. 5. 6. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGIN& PRIOR TO PLACING GROUT. 4. 2. 1• GONCREI TYPE MIN. 25 DAY MODULES OF ELASTICITY 4.6. MICRO -LAM LUMBER: DESIGN (f'c) DE516N (E) 4. 6. I. MICRO -LAM 5TRE55 &RAVES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: G-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,b50 Ksi E = 2,000,000 P51 Fb = 2,g5O PSI G-I-P GROUT 2,500 Psi 2,650 Ksl Ft = I,650 P51 Fc = 500 P51 (PERPENDICULAR) PRE CAST CONCRETE LINTELS 3,000 Psi 3,122 Ksi Fc = 2,100 (PARALLEL) Fv = 255 F51 PRE STRESSED CONCRETE LINTELS 5,000 Psi 4,030 Ksi 4.7. STEEL: 4.2.2. CONCRETE SHALL CON515T OF I" MAXIMUM A6,6RE6ATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.2.3. GROUT SHAH CON5i5T OF PEA ROCK (3/8" MAXIMUM AGCRE&ATE) CONCRETE MIX WITH SLUMP BETWEEN 6" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 4.1.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.5.G. ADDITIONAL GRITERIA. "SPECIFICATION FOR THE DE51614, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.1. 3. STRUCTURAL STEEL: ASTM A36-36M q4. 4.1.4. STEEL TUBING: A5TM A500-44, CRADE B. 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURIN& SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS A5 STATED. 4. 1. 5. WELDED CONNECTIONS: F7OXX ELECTRODES, MINIMUM SIZE FILLET WELDS 5/16", AW5 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS B DRIVEWAY5) : CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 3 1/2" MIN. THICKNE55 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF a 4.1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER MID -DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF ® CONTRACTORS DISCRETION. PLATES ON EACH 51DE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 2. 'I. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL AGI- MCP iggq STANDARD5. 4.1.7. THE STEEL FRAME 15 "NON -SELF 5UPPORTIN6". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4. 3. CONCRETE MASONRY FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED a 5'-0" O.G. MAX, a BOTH SIDES OF OPENIN65 6-0" WIDE OR MORE, 0 THE HI&H SIDE OF ALL MASONRY WALL 5TEP5, 8 ® ALL GHAN6E5 IN DIRECTION OF THE MASONRY WALLS. 4.3.2. LOAD BEARIN& CONCRETE MA50NRY BLOCK 5HALL BE A5TM Cq0-q0, TYPE II NON -MOISTURE CONTROLLED. . 4.3.3. ALL CELLS 8 CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE A66REOATE 5TREN6TH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 P51 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.5.6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. 4. 5.1. LINTELS SUPPLIED BY APPROVED MANUFACTURER: 1) FEGP/GA5T-GRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4) LOTT 5) MARION MASONRY 6) WIEKWA STRUGTURAL NOTES 4. 8. SOIL: 4. 5. I. MINIMUM 501L BEARING PRE55URE CAPACITY OF 2000 P5F. 4. 8. 2. ALL 501L 15 TO BE GLEAN 8 POISONED FOR TERMITES PER FBG 2001 5EGTION5 1042.6, 1042.7, 1405.1.6, 1503.4.4, 1516, 1416.1.5, 2303.1.4, d 2304. TERMITE PROTECTION - PLANS MUST SPEGIFY TYPE OF TERMITE TREATMENT • Soil Ghemicai 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 GHEM I GAL SOIL TERMITE TREATMENT 15 USED I. FBG 1042b - "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 1505.4.4 - Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. FBG 1503.4.4 - irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBG 1403.1.b - To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/6" thick adhered directly to the foundation wall. 5. FBG 016.1.1 - Initial treatment shall be done after ail excavation and backflll is complete. 6. FBG 1616.12 - Soli disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBG 1616.1.3 - 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. 5. FBG 1616.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. q. FBG I616.I5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC 016.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-O" of the structure sidewolls. II. FBG 1616.Ib - 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 I616.1.? - All buildings are required to have pre -construction treatment. 13. FBG 1516.1.-1 - A certificate of compliance must be issued to the building department bU a Ilcensed 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 is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBG 2303.1.3 - After all work is completed, loose wood and fill must be removed from below and within I'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 15. FBG 2303.1.4 - No wood, vegetation, stumps, cardboard, trash, etc., shall be buried within 15'-0" of any building or proposed building. 4. 6. 3. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY ASTM D I55-1-ql ATTENTION: CWEMICAL C,4 ANGGES iN PRESSURE TREATED WOODS AS OF DECEMSER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER SE 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 RESPONS181LITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CSA-A, OR CA-5 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SSX) DOES NOT. AIREMSED 08-15-03 AoCREATED 01-02-02 120 MPH 3 SEC. GUST ❑ SAMUEL A. GREENSEW3, P.E. "34245 ❑ THUY N. HUYNH, P.E. %0122 ❑ iwiN J. SENSON, P.E. o4si58 ❑ ALI ASSAS HAKIM, P.E. S6186 TO THE BEST OF THE ENGINEER'S 10MLEDGE AND BELIEF, TEE STRI,IGTURAL. PLANS AND SPECIFICATIONS COMPLY WITH TEE FLORIDA WILDING CODE. SECTION *06 FOR 120 MPEI 3 SECOND GIST, EADOSURE '08 WIND TOILE (2001 EDITION). THIS DRAIIJM AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SOW AND SEALED. SKI M AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 5TRUGTURAL NOTE5 REOU I RED SAFETY C LAZ I NO IN HAZARDOUS LOCATIONS (RE: FBC 2405.2.1) 2405.1 C-eneral. Individual glazed areas including glass mirrors in hazardous locations such as those indicated in 2405.2 shall pass the test requirements of GP5G 16-CFR, Part 1201 or by comparative test shall be proven to produce or least equivalent performances. Exceptions: I. Polished wire glass installed in fire doors, fire windows and view panels in fire resistant walls and hazardous locations in 2405.2.1(3) and 2405.2.1(4) shall comply with AN51 Z47.1. 2. Approved plastic moterlals used as glazing In hazardous locations shall comply with AN51 Z47.1. 2405.2 Hazardous Locations 2405.2.1 The following shall be considered specific hazardous locations for the purpose of glazing: I. blazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. Olozinci in doors and walls of enclosures for h t tubs, whirl ools, sauna ; steam rooms, bathtubs, showers qnd ot�i r such fac Iittes "hereuGh gqlazinngq i99 iosated 36 Inches (414 mnv or less, measured hohizonCaliy, from a standing or walking surface within the enclosure and where the bottom edge of the exposed glazing is less than 60 Inches (1524 mm), measured vertically, above such standing or walking surface. 3. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical ed a is within a 24-inc_h (610 mm) radius of the door Tn a closed 0osition and whose botttom e e is less than 60 inches (1524 mm) above the floor or walking sur{ace. Exception: I. 61azln in walls perpendicular to the plane of the door in a closed position In Group R3 or within dwelling units in Group R2 shall be subject to 2405.2.1(4). 6lazlnq In an individual fixed or operable onel, other than those 4.locations described in items 2 and 3 oboJe, that meets all of the following conditions: 4.1 Exposed oref of an Individual pane greater than 4 sq. ft. (0.&4.m ) 4.2 Bottom edge less than 15 inches (45-1 mm) above the floor. 4.3 Top edge greater than 36 inches N14 mm) above the floor. 4.4 One or more walking surfaces within 36 inches (a14 mm) horizontally of the plane of the glazing. 5. All glazing in railings regardless of area or height above a walking surfaces Including structural baluster panels and non structural in - fills panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools and spas where the bottom exposed edge of the glazing Is: (1) less than 60 Inches (1525 mm) above the walking surface on the pool side of the glazing, and (2) the glazing Is within 60 inches (1525 mm) horizontally of the water's edge of a swimming pool or spa. This shall apply to single glazing and all panes in multiple glazing. P= T a 0 � w e� u ao' r • �y a J m N u � J ' v m �Y u �e • J o • m A • p C m J o. COMPONENT $ CLADD I NCB DES I C N PRESSURE (120.MPH, 3 5EG. 61.5T, 2.1/12 TO 6.4/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=1) (PSF) TRIBUT(FAREA ROOF WALL T') 10 14A -50.1 25A -34."1 20 13b -45.4 24.7 -32.4 50 11 A -34.3 23.2 -24.3 100 10.5 -34.7 22.0 -26A 125 10.5 -34. I 21.7 -26.2 NOTE5: I FOR EFFECTIVE AREA5 OR WIND 5PEED5 BETWEEN TH05E 61VEN ABOVE, THE LOAD MAY BE INTERPOLATED, OTHERWISE U5E THE LOAD ASSOCIATED WITH THE LONER EFFEGTIVE AREA. 2 TABLE VALUES 5HALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT GOEFFICIENT5 IN TABLE 1606.20 OF THE FLORIDA BUILDING CODE 2001. 3 PLU5 AND MINUS 516N5 516NIFY PRE55URES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. PREGAST L I NTEL SAFE C RAV I TY LOAD TABLE LENC TH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED 2'-10" (34") PRECAST 2302 6,861 3'-6" (42") PRECAST 2302 6,039 4'-0" (48") PRECAST 2,029 4,657 4'-6" (54") PRECAST 1,624 3,662 5'-4" 64" PRECAST 1,184 3,241 5'-10"(64") PRECAST 972 2,718 6'-6" (78") PRECAST 937 2,332 7'-6" (90") PRECAST 767 2,040 9'-4" (112") PRECAST 573 1,529 10'-6" 126" PRECAST 456 1,392 11'-4" (136") PRECAST 445 1,234 12'-0" (144") PRECAST 414 1,140 13'-4" (160") .PRECAST 362 1,073 14'-0" (168") .PRECAST 338 1,003 14'-8" 176" PRE STRESSED N.R. 1,370 15'-4" 184" PRE STRESSED N.R. 1,203 17'-4" (206") PRE STRESSED N.R. 950 19'-4" (232") PRE STRESSED N.R. 750 21'-4" 252" PRE STRESSED N.R. 610 22'-0" 264") PRE STRESSED N.R. 570 24'-0" (288") PRE STRESSED N.R. 470 - SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS. - PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED PRECAST MANUFACTURERS. (SEE SECT 4.3) - FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK -OUT BLOCK ABOVE THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TiP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING, INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STiLL PLASTIC AND BEFORE FINAL SET. AT THIS TiME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) W, m 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 20 _ga__ PANEL % A�F� 9 ca. PANEL REINFORCING (EVERY OTHER STRIP 1/4' EXPANSION BOLT (2 PER ANCHOR) STRIP 6' MIN. LAP SPLICE W/ REIWO2CI G 6' MIN. PANEL LAP SPLICE NOTEe SEE GLASS BLOCK INSTALLATION NOTES. GLASS 5LOCK DETAIL * (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1) ROOF DIAPHRAGM NAILING SCHEDULE RIDGF I INF A. + + + + + + + + + +a + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + . + + + A. + + + + + + + + co + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + A + + A. + /++ + + + + + + + + + + + :+Ss + + L+ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + M `--RIDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE I 120 MPH 3 SECOND GUST EXPOSURE "B" WIND 2 8d COMMON NAILS ® 6' O.C. & + + 4" O.C. 0 GABLE END WALL OR GABLE TRUSS + + .131OX2 1/2' LONG GUNNAIL 0 4' O.C. .12000" LONG GUNNAIL 0 4' O.C. .11302" LONG GUNNAIL 0 3" O.C. .099OX2 1/4' LONG GUNNAIL 0 3' O.C. 8d COMMON NAILS 0 6' O.C. EDGES & 8d COMMON NAILS 012" O.C. INTERMEDIATE .131OX2 1/2" LONG GUNNAIL ® 4" O.C. EDGES & 8" O.C. INTERMEDIATE .12003" LONG GUNNAIL 0 4" O.C. EDGES & 8" O.C. INTERMEDIATE .1130X2" LONG GUNNAIL 0 3' O.C. EDGES (STAGGERED) & 8' O.C. INTERMEDIATE NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 099vu 1/4' LONG UU14NPJL ® 3. O.C. 2 EDGES & 6" O.C. INTERMEDIATE END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER (MADE OF LUMBER, CONTRACTOR MUST CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAILING PATTERN. ❑ SAMUEL A. GREEN5ERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IWIN J. 5ENSON, P.E. 049i55 ❑ AL 1 A554S HAKIM, P.E. 056186 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WiTH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). TWIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SKID AND SEALED FOR TI4E STRUCTURAL PORTION OF THIS DRAWING ONLY. DAN5GO AoCREATED 01-02-02 D� ���.4 T--'A' PA. SOX 3400 - APOLLO SEAC 4 - FLORIDA - 33512 12 0 MPH FV" - (813) 648 0*6 FAX - (813) 648 96W 4bi0 © �7 ONTHISPROJECT. DESIGNS ARE RREPRTHE JOINT ON PROPERTY HORIIED USE ENGINEERING,IS P.A. AND THE 3 SEC. GUST SEAL LENNAR HOMES SCALE NOTED RAU�I B.V. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION TAMPA DIVISION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PATE V2/� rN:/BLOCKS/STD 2001 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, �+ /� �+ t /� �+ DRAWINGS MUST BE BROUGHT RTOBTHEIATTENTION NG DOF DANSCO ENGINEERING P.AS, AND THESE SIGNED AND . PRIOR TO ALED STRI,tCTUR�4L NOTES 4 I A15LES THE COMMENCEMENT OF CONSTRUCTION. DE J05 NO. PM - 5021 W2 .im 12 INSULATION TYP.) VARIES BAFFLES —\ 1 /2" HIGH STRENGTH CD GYP. BOARD OR 5/8" WALL BOARD W/ DRYWALL SCREWS 0 7" O.C. CEILING & 8" O.C. WALLS R30 MIN. BATT OR BLOWN INSULATION 1x2 P.T. HORIZONTAL NAILER STD. 90' HOOK (SEE DETAIL) R4.2 MIN. INSULATION ON EXT.. BLOCK WALLS 1x2 PT WD FURRING 0 24" 0. C. 1/2" GYPSUM WALLBOARD U.N.O. PRE ENGINEERED WOOD TRUSS 0 24" O.C. U.N.O. HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS r--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 2" U.N.O. 12" ALUMINUM VENTILATED SOFFIT 8"x8"X16" KNOCK —OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT 3" C.M.U. TYPICAL TYPE "S" MORTAR —ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1 x4 P.T. BASE NAILE EACH INSPECTION FILLED TCELL TOYPICAL 3 1 /4" BASEBOARD 6x6 W1.4xW1.4 WWF OR FIBERMESH CONCRETE SLAB WITH BROOM FINISH SEE STRUCTURAL NOTES 1 Z 6 MIL VAPOR \\ D \ BARRIER �/ D j► a - \, O- 3 (2) #5 REBAR CONT. MIN. CLR. I ON 3" CHAIRS TYP. 1,_ " U.N.O. STD. 90" HOOK (SEE DETAIL) MIN. 2500 PSI CONC. SLAB = z m = z CLEAN POISONED AND COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) HUD COMPLIANT TYPICAL WALL SECTION NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMA11ON SIMPSON SP1 CONNECTOR NOT TO SCALE (1) ROW 2x BLOCKING 0 MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 0 3rd PTS FOR WALL HGT. > 8' 1/2"Ox8" ANCHOR BOLT 0 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 N � OR FIBERMESH 6 D. \ \\\ NOTE: (2) #5 CONT. \//\// //� / HILTI 1/2"0 KWIK BOLT II W/ 6 EMBEDMENT MAY BE " 19—4" " USED IN LIEU OF ANCHOR BOLTS ELEV. VARIES 1" x 2" FURRING 1" x 6" ROUGH SAWN CEDAR 2x4 SPRUCE SUB FASCIA " U.N.O. 12" ALUMINUM VENTILATED SOFFIT ALTERNATE FASCIA SCALE: 3/4" =1'-0" CONTINUOUS TO FOOTER BELOW 90° }-TOOK DETAIL LOAD BEARING OR EXTERIOR WALL 1/2"0 ANCHOR BOLTS 0 24" O.C. W/ NUT & WASHER (1) SIMPSON SP1 TYP.---,, 1 x4 P.T. BASE NAILE 3/4" BASEBOARD /- (1) #5 VERT. IN FILL CELLS (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI z 1 H v J 4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWFB N EACH FILLED CELL TYPICAL OR FIBERMESH a _ HEADER BLOCK U.N.O. CV 4 b GRADE Z N 6 MIL VAPOR BARRIER\ /. a // // // // CLEAN POISONED AND COMP.� _ NOTES: 00 SOIL. (95% MODIFIED PROCTOR 1. FILL ALL CELLS BELOW GRADE WHEN PER ASTM D1557) �WHEN STEM WALL IS LESS THAN 40" 3 MIN. CLR. STD. 90- HOOK ABOVE GRADE. (2) #5 REBAR CONT.-­X' (SEE DETAIL) 2, FOR STEMWALLS GREATER THAN ON 3" CHAIR - 40" HIGH CONSULT ENGINEER. ,ALTERNATE STET" WALL FOOTING ,A,4 SCALE: 3/4' =1' -0" CJ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 1 /2" MIN. PLYWOOD SHEATHING NAILED 2x S.P.F. STUDS 0 16" O.C. W/ 8d COMMON NAILS 0 4" O/C BOUNDARIES, 2x STUD 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. 8" C.M.U. (2) ROWS OF 2x BLOCN 1"x P.T. STUD 0 THIRD POINTS _ #5 VERT. IN FILLED CELL 1/2"0 x 8" 7 BOLT 0 24" O/C W/ 2"0X 3/16" PLATE WASHER TYPICAL / n n n n NOTE: 0 24" O.C. VERT. HILTI 1 /2"0 KWIK BOLT II W/ 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. 2x P.T. PLATE 6x6 W1.4xW1.4 WWF OR FIBERMESH N 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I II II II II I u n u u L--------- JI----�L---- --- _�L— __ - J --== ----- r-----ir------ �_-------- ----ir====--- -ir---• 1 11 u II 11 11 1 u n u u n I u u u u u I u n n u n 8 x4 x16 NOMINAL I I1 1I II II BLOCK WITH 3/8" I II II II L---------JL---JL---------JL-----�— L-- ==z ---------- r----�r----- ter- -ir---------ter--- --� - MORTAR BETWEEN Ii II I COURSES I II II II II II I If n u I It I u n u 1 11 ELEV. —0'-5 1 /4" I----------IL—----�L------0. ° o d. a ° a A.F.F. :° ° d. ELI �, I¢— I­-2"x6" RIPPED TO ACTUAL 4 1 /4" WIDE a re)p o ".°OR 2"x4" WITH 3/4" FURRING 4 c ° ° `.GARAGE DEPTH a a a, = .. A . . a =.I ( VARIES ° .. °T. �z •D D .D - \\ 6 MIL VAPOR BARRIER , CLEAN POISONED AND COMP. D SOIL. (COMPACTED TO 95% MODIFIE AD PROCTOR ASTM D1557) FRAME WALL TO C.M.U. WALL CONNECTION SCALE: 3/4"=V-0" SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ryPICAL EXTERIOR FIR SEE A/S1 FOR MORE SLAB INFORMATION AR GE SLA5 AT STEP 5 SCALE: 3/4"=1'-0" -FIRST BLOCK TO BE SET IN MORTAR 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" u 20" MIN. LAP Ilk OR #4 REINFORCING BAR 2x STUDS 0 16" O/C #3 4 *44 LAP SPLICE --R11 25" MIN. LAP —7/8" STUCCO FINISH PER ASTM C. 926 3 LAYERS W1 TOTAL THICKNESSOVERYMETAL LATH. FIRST 2 LAYERS 3/8'/THICK #5 REINFORCING BAR EACH. 3RD LAYER 1 /s" THICK. 05 LAP VOL I CE ;ON SP1 0 EA. STUD 36" MIN. LAP 2X P.T. PLATE REINFORCING BAR V6 LAP SPLICE A. F.F. T c' -0'-4 1 4" 0 A.F.F. CD 0 CV FINISH RADE z_ % 7a Z I � �\� #5 REINFORCING BAR \ R 1 7/8-- FOOT INC SCALE: E 81 1 /2" GYP. BD. HOLD GYP. BD. �1 /2" FROM SLAB CONT. BEAD SEALANT Op J BLOCK WALL BEYOND a INTERIOR EXPANSION JOINT ° a -• -4 8\ " H.D. RECESS HILTI X-CF NAILS 0 12" O.C. #5 CONT. STAG ER D�ONC M BOTTOE OR EQUAL 6X6 W1.4XW1.4 WWF OR FIBERMESH 3 1/2" MIN. CONCRETE SLAB � /' /\) f -i�i 3" MIN. CLEARANCE (2) #5 CONT. 11-40 ON 3" CHAIRS (TYP.) GARAGE DOOR SLA5 RECESS SCALE: N.T.5_ Cj j SCALE: N.T.S. N SEE A/S1 FOR MORE SLAB INFORMATION TYPICAL INTERIOR SEARING WALL G _ o SCALE: 3/4"=1'-0' .�71 4 TYPICAL C.M.U. BLOCK WALL GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. EST. GRADE :m _ ELEVATION 0'-0" _ TOP OF SLAB < _ I FINIS�4 TEXTURE 5REAK EXPANSION JOINT FORMED USING SEE SEC A/S1 FOR ADDITIONAL SLAB INFORMATION 1/2" EXPANSION JOINT MATERIAL P.T. 2x4 SOLE PLATE #5 STD. T10" HOOK RE5,4R DETAILS �r- SCALE: N.T.S. S1 2X STUDS 0 24" O.C. U.N.O. 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS 0 8-O.C. GARAGE ,—R19 —CONT. BEAD U.N.O. / SEALANT 6X6 W1.4XW1.4 WWF OR FIBERMESH 1 11 d- o ---- a 4 \g 6 MIL VAPOR BARRIER­/g" 11 (2) #5 STEEL (CONT..) ON CHAIRS -INTERIOR WALL 5LA5 ST; SEE A/S1 FOR MORE SLAB INFORMATION W GE BETWEEN 3/4" RECESS FOR S.G.D. THICKEN SLAB EDGE 3/4" RECESS FOR S.G.D. 6X6 W1.4XW1.4 WWF DOOR FRAMES ED SHOWN 6X6 W1.4XW1.4 WWF OR FIBERMESH OR FIBERMESH o FINISHED CONCRETE LANIA TO 6X6 W1.4XW1.4 WWF RECIEVE BROOM FINISH U.N.O. m OR FIBERMESH °. _-'-.-----m°'--�:, GRADE _I �� a a ��\//\/ M -' _ ��ax//i a - ,\\ ,\ 00 CONT () #.\ \\ \ 6X6 W1.4XW1.4 WWF 25 (2) #5 CONT. OR FIBERMESH " n n n (1) #5 CONT. (1) #5 coNT. 4" " OPT ION #1 OPTION #2 # MIN. J • o 5LrA5 STEP 4 RECESS a 5.G.D. M SEE DETAIL L ON SHEET S1 A ' TYP I CAL T�4 f CKENED 5LA5 EDGE L SCALE: 3/4"=1'-0° CJ1 FOR OUTER EDGE OF LANAI . ca SCALE: 3/4"=1'-0" S1 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION :i3't!`F$zi��'.'+-'.�W.:':dts"vHT✓•"P[.'it.`..Ti.'_1.??4'VR: w. .1911fi¢.11!;..RY•.i�a6, c'3.. MASONRY WALL ANDS' PAD FOOTING 8" MASONRY WALL_ CONT. FOOTING STEEL -21 6" MIN. GRADE FOOTING DEPTH \//j\\ SEE SCHEDULE PAD REINFORCEMENT (SEE SCHEDULE) 8" ' NON - SRC. K SCALE:-/4"=V-0' S1 MASONRY WALL AND PAD FOOTING EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. 1 / -3 1 /2" MIN. ATIO COLUMN FTC . DETAI SCALE: 3/4N.T,5. - FOOTING BEYOND 3" MIN. CLEARANCE N S1 SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS 0 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) S.P.F. DOUBLE TOP PLATE---" \—TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTO TOE NAILS 0 EACH END 2% S.P.F. OR EQUAL) 1/2" CDX PLYWOOD OR 7/16" STUDS 0 16� O.C. U.N.O. O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING 0 MID HGT. FOR AS INDICATED ON THE PLAN. WALL HGT. < 8' —6". (2) ROWS 2x BLOCKING ATTACH SHEATHING W/ 8d 0 3rd PTS FOR WALL HGT. > 8'-6". COMMON NAILS 0 4" O.C. 0 BOUNDARIES, 6" O.C. ®EDGES, 19 AND 0 12" O.C. 0 FIELD SIMPSON SP1 CONNECTOR 1 /2"Ox8" ANCHOR BOLT 0 24" O.C. 2x P.T. BOTTOM PLATE W/ 2"00/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF C4" MIN. OR FIBERMESH 00 3 1/2*-4" MIN. MIN. \ (2) #5 CON 4n ,-4" " U.N.O. MIN. T*rPIC,4L SEARING WALL w STEP C NOTE: SCALE:3/4"=V-0"jj SIMPSON HETA20 0 EACH STUD WITH 16-10d X 1-1/2- MAY BE USED IN LIEU OF ANCHOR NOTE: BOLTS, PROVIDED HETA20 H�1 TI /2"0 KWIK BOLT II 8" MIN. EMBEDMENT MAY EXTENDS UP STUD. W B USED IN LIEU OF ANCHOR SIMPSON SPVS ARE NOT BOLTS. REQUIRED W/ THIS ALT. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS 0 24" O.C. FROM TOP PLATE TO S.P.F. DOUBLE TOP PLATE--" \—TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTO TOE NAILS 0 EACH END 2% S.P.F. (OR EQUAL) STUDS 0 16" O.C. U.N.O. (1) ROW 2x BLOCKING 0 MID HGT. FOR 19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ® 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT 0 24" O.C. SIMPSON SP1 CONNECTOR W/ 2"00/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF C4" MIN. OR FIBERMESH AZ /\/3 112':-e 3 1/2" 4" a R�MIN. MIN. (2) #5 CON " " n U.N.O. MIN. ALTERNATE TYPICAL- SEARING WALL a STEP UJ/O SHEAR WALL CC NOTE: SCALE: 3/4"=1'-0' SIMPSON HETA20 0 EACH STUD WITH 16-10d X 1-11/2" MAY BE USED IN LIEU 0 ANCHOR NOTE: BOLTS, PROVIDED HETA20 HIL11 1 /2" 0 KWIK BOLT II EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR REQUIRED W THIS ALT. BOLTS. ❑ SAMUEL A. CzREEN13ERCG, P.E. 034245 ❑ T14UY H. HUYNH, P.E. 060122 ❑ IRWIN J. $ENSON, P.E. 0*9158 ❑ AL 1455AS HAKIM, P.E. 056186 TO THE BEST OF THE ENGINEER'S ICNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND Gust, EXPOSURE 'B' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE DATE IT 16 645NED AND SEALED, AoCREATED 01-02-02 slc+w AND SEALED FOR THE STRUCTURAL- PORTION OF THIS DRAWING ONLY. Ei�tCzINEERING�, 1—.r�4. PA.15OX 34M - APOLLO BEAC 4 - FLORIDA - 33512 12 0 (V) P H Pt"tONE - (013) 645 0166 FAX - (013) 6�45 56W ©AND SIT ONAVANGS AND THISS PRO,ECT�ANY REPRODUCTIONGNS ARE THE TOR UNARTY OF DANSCO UTHORIZED USE IS PROHHIIBIN�G, . - 2003 THE 3 SEC. GUST MAt. LENNA4R HOMES 8CA4L 4 TW RANI S.v. PATE tamt aMPAa DIVISION N: /BLOCKS/STD 2001 SECTIONS, DETAILS, NOTES all s • W • 12 RE -ENGINEERED WOOD TRUSSES 0 24" O/C � " IRDER TRUSS W 1 OUT BLOCK NOTCH LINTEL WHERE REQUIRED CAQ IMNEY CAP / �) I FOR CONCRETE PLACEMENT PUFT CONNECTOR (SEE SCHEDULE) INF_ CH SIMPSON SEE ELEV. OUBLE 2"x4" S.P.F. TOP PLATE FLASHING SIMPSON H5 AT 2"x4' BLOCKING (SEE MANUR ATTACH BLOCKING HTT16 TYP. EACH JOINT TYP. SPECS. FOR MINIMUM DISTANCE) TO TRUSSES W/ SIMPSON SLOPEIMPSON MTS12 ®EA. CORNER 7/8" STUCCO FINISH PER ASTM C. 926 TYPICAL — APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" — A34 ANGLE ICAL RE —ENGINEERED OVER METAL LATH. FIRST 2 � AYERS 3/8" Q EXTERIOR FINISH THICK EACH. 3RD LAYER 1 8 THICK. WOODTRUSSES zz PREFAB CHIMNEY a— —PREFAB CHIMNEY ASSEMBLY i-2X TOP PLATE �� = i . `1 5/8 0 THRU CRICKET AS REQUIRED - BLOCKING o MID POINT WHEN C�Rt'CKET " WZ _ = CHIMNEY EXCEEDS 6'-0" IN HEIGHT BOLT S"ce GALV. METAL I A t ,d, =a c FLASHIN 1 /2" SHEATHING OR O.S.B. —2 On STUDS o 16" O.C. MAX. CV� Q SIMPSON SP2 EA. STUD 2"x4" ® 16" O.C. MAX. kGALV. MTL FLASHING x4" BLOCKING TYP.1/ CRICKET SIMPSON HTT16 2 X B.U.0 EAST IXNm TORTRUSSES NTTHTM8d COMMONSS TOP CHORD TYP, WIRE NAILS o 4" 0/C BOUNDARIES TYPICAL CNIMEY DETAILS F 6" 0/C EDGES & 8" 0/C FIELD SECTION "A -A" PSON MTS12 0 EA. CORNER TYPICAL HTT1(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 II BAR SM. K 90* ..K90• = W/ MIN. 8" EMBEDMENT E. . I OUBLE 2"x4" BLOCKING SCALE: N.T.S, SZ NOTES: SCALE. 3/4"mV-0' SUILT-UP COLUMN DETAI Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. © SEE FLOOR PLAN FOR ADD111ONAL INFORMATION. �5 CANT FROM UNNpD TION 2X4 PT STUDS o 16" O.C. OR (1)2X4PT STUD == S2 2 VERIFY THAT A REINFORCEMENT 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" 'TO HIGHEST BOS BEA� SIMPSON STRONG 0 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 HAS BEEN PLA PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE I--ITTI& N PT STUDS UNDER HIP CARIER/GIRDER TRUSS ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. BOND BEAM STEP DETAIL MAIN SPAN ROOF TRUSSSIMPSON HUSC48 CONCEALED FLANGE ABOVE 1) SIMPSON LSTA14 SCALE: NT.S. S2 UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) lOd INTO BEAM & C 2X4 BLOCKING 24 O/C STAGGERED (TYP.) TYPICAL 1=ILLED SCALE: N.T.S. S2 SIMPSON META20 o EA. STUD /(6) 3/16" X 1 3/4" TAPCONS FOE FLOOR PLAN NOTES LINTEL ASSEMBLY -- lOd 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. 9W HOOK IN K.O. BLOCK KNESWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S2 � NT OR 2ND FLOOR " TYPICAL C.M.U. WALL OPENING NMI 1■� 1 1�1TRANSOM ro ■■N� • • • • • - - • - • FILLED - ' -• 1 �19�1 IIII= NEW MEN Midi Ilyl� ■■III IiINN OEM THINE ■■ill Ili■■ �IIII I�Ii� ■III III■■ III! MIS O.C. STAGGERED z A a TRANSOM— SIMPSON DTC ® 0 o FRAMING EA. BLOCKING —i 16d NAILS ® 16" O/C TYP. 2-ROWS 16d NAILS STAGGERED ® 16" 0 C EACH FACE OR 3ED 0 -�20 16 1 FOR �x O"ILS SOR GREATER HEADERC SCALE: N.T.S. SZ SIMPSON STC W/ TRUSS BOTTOM CHORD OR EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5 8 / 8" 8" 7 5/$ 7 5/$� $" PLYWOOD 2X8 WALL TOE NAILS 0 EACH END (24" O.C. MAX) o � SHEATHING ABOVE ENTRY 1 SZ K.O. BLOCK (1) 2"x4" CRIPPLE FOR OR OPENINGS(( DOUBLE HEADER W/ 1/2" III • g W/(1) #5 CONT. & FILLED )6'-0" CRIPPLE F2( 2" X NG c FLITCH PLATE U.N.O. S 1 4 MIN. SPACE / „ SOLID AREAS STEEL AND SOLID AREAS AGRROUSTEEL AND 6 —0 OR GREATER 2x TOP PLATE ❑ GARE ROUT ❑ ❑ PLYWOOD ANCHOR BOLT SHEATHING Fl111 p N AS REQU�I ED A' %o HEADER WQ2 16d ® 16" O/C OTE: 2-16d NAILS 0 24" O.C. OR EQUAL TO TRUSS INTERIOR W� SAW CUT TO 10 1/2" SAW CUT TO 10 1/2 FULL 8x8x16 BLOCK MASONRY UNLESS NI OTHERWISE WALL BELOW NCHOR BOLTS 0 24" H©N-- BOTTOM CHORD OR BLOCKING CAN BE USED IN LIEU OF SIMPSON O.C. MAX. (MIN. ASONRY WALL STUDS TYP. STC STRAP _ _ � q_ —DOOR OPENING— — —DOOR OPENING — — —DOOR OPENING—� PER BOTTOM PLATE) PLATE) /-2"x4" 2x STUD 0 24" O.C. MAX. 1/2 MINIMUM CEMENT FINISH / FILL THIS CAVITY WITH ® FILL THIS CAVITY WITH FILL THIS CAVITY WITH ,ellSIMPPON HUSC48 UPLIFT CAP = 1302 Ibs) EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED oo GRAVITY CAP = 1262 Ibs) EE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO oo c CONNECTIONS EQUAL 0 12" O.C. STAGGERED ❑ LINTEL ABOVE. LINTEL ABOVE. ❑ LINTEL ABOVE. STANDARD 3" DIA. TEE 3/4" FURRING STRIPS LINTELS AT ENTRY SIMPSON SIMPSON SIMPSON FROM BOT PLATE TO CONCRETE A35 101 THREADED 3" DIA. EXTENSION DOOR W/TRANSO"I A35 SP2 p �ooR P.T. BOT. PLATE X6 W1.4XW1.4 WWF 11 ❑ 1 2" GYPSUM BOARD DD .... FN---------- --- / 2X4 TOP * UPLIFT CONNECTIONS �HC 2x P.T.P.T PLATE OR FIBERMESH 1ST COARSE 2ND COARSE 3RD COARSE La W/ DRYWALL SCREWS NOT TO SCALE G PLATE REQUIRED AT LOAD FOSCI�AN)FMAP (3" DIA.) 0 8" O.C. OR 4d SZ �\ \ BEARING WALLS v MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE oo DRYWALL NAILS\\\ OVERLAPPING - - - - -e- — --- - =. -" -.�,- COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE DOOR JAMB \ LOAD BEARING-r:/EXTERIOR WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. " \\ NNA TRANSOM TO 10d NAILS 0 6" WALL HEADER DETAIL Q TYPICAL INTERIOR NON-5EARING WALL DETAIL J MASONRY LAYOUToo 3-1/4 LONG X 3/16 0 TAPCON. —� FRAMING STAGGERED SCALE: N.T.S. S2 SCALE: N.T.S. S2 SCALE: N.T.S. S2 oo INTO BLOCK® SPACING PER MANUFACTURE TRANSOM FRAMING 1X4 P.T. SEE SECTION AA/S1 AND 1 " DETAIL BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " FORM CONCRETE INSET O oo DETAILS CREATE A SOLID BASE FOR BLOCK 1 /2" DRYWA 1 X 4 FURRING SIMPSON SP1 REFER TO PAGE SDW2 FOR WALL ABOVE. MIN. EXTENSION FROM EXTERIOR DOOR JAMB W 1 4" X 2-1/2' S.D.S. NCHOR BOLTS 0 TYPICAL GARAGE DOOR ADDITIONAL INFORMATION BY MANUFACTURER. 1ATERI 1/2" PLYW00 FACE OF BLOCK WALL IS 1 1/2" / / " SIMPSON SIMPS N 35 " SCRAP MATERIAL MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. ® 12 O.C. RECESS A35 24 O.C. MAX TRACK MOUNTING DETAIL iG TYPICAL SECTION THRU WINDOW 5 10 FACE OF BLOCK WALL IS 2 1/4" TO DRAIN " " LINTEL •• SCALE: N.T.S. S2 SCALE: N.TS. S2 2X4 P.T. 3/16 0 X 3 LONG TAPCONS STAGGERE 1Xro ff- o 0 16" O.C. 2-ROWS INTO MASONRY ° . as PLATE 00 THROUGH 1x4 P.T. & 1X$ P.T. X $ P. • 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS TO -TRACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALLOW WALL CLEAN -OUT ,L� GARAGE DOOR FOR WATER SHED. 1-1 Z2 DETAIL 3/16" x 3 -1/2" TAPCON SCALE: N.T.S. rj2 / ANCHOR BOLTS 0 24" O.C. MAX. SIMPSON ARAGE DOOR TRACK 2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH SIMPSON DDpppp pLLE TO ALLOW SPACE FOR FLAT MASONS TOOLS DOOR JAMB W 1/4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) B A35 SP2 G CON�CTION ASSEMBLY TOP SPLICE ® 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1X4 P.T. „ SIMSPON META 16 (SEE PLAN FOR SIZE) �q L pIREC�pN OF ': '';:' MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END OUBLE 10d GAAGE DOOF� 2 1 �4" DETAIL 2 X 8 P.T. C 2X4 STUDS o 24 O.C. •• PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) _ CxARA4C•xE ENTRY 1=0RM DETAIL `I' I SCALE: N.T.S. MOUNTING BASE SHOWN POURED ����CONCRETE BppAS��E: RFOR gg p GG IN POSITION NAB F;A RL HED��OR�ARD GARAGE DR GE O OOR�NFINISHEDSE 2x6 MOUNTING BASE THIS DRAWING. PARTIAL INTERIOR ELEVATION x8x16 C.M.U. SCALE: N.T.S. GARAGE FLOOR MMOUNTING BASE NOT SEEO DETAIL BELOW a• . SEAT FOR BLOCK IS MOUNTING BASE DETAIL POURED IN PLACE CONCRETE GARAGE FLOOR SLAB SCALE: N.T.S. DOUBLE 2x TOP PLATE STAGGERED (FOR SHORT 3-1 4 DETAIL s � NCI �,�"NOTES ❑ SA>�Iu�L �4. CR�EN$ERC:, T-=. SPAN PROVIDE 2 STRAPS ON a °a'. SIMPSON META16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD EACH END MIN.) BUILDOUT 6 OVER SIZE DOOR_ 2X8 P.T. BOTTOM PLATE FRAM" IINC-s DETAILS LINTELS AT ENTRY FOR DRAINAGE ❑ THU1' H. I-IUYNI-I, �'. (00122 2x BLOCKING 0 EACH END W/ 10d t,UfNDOUJ ROUGH � OPENfNC S CC p A50VE ENTRY � DOOR W/TRANSO`� EE ElIRWIN J. BENSON, P.E. "49158 x 3" 0 4" O.C. FROM EACH HEADER NOT TO SCALE S2 ANCHOR BOLTS o 24" O.C. MAX. (MIN. T ANOT TO SCALE ElALI A55AS NAKIM, P.E. 056786 FACE TO BLOCKING NOTO SCALE SZ SZ (2) PER BOTTOM PLATE) - (2) ZX HEADER SEE PLAN FOR FOOTING TO THE BEST OF THE ENGINEER'S *4OWLEDGE ,AND BELIEF, THE DIMENSIONS STR ►CTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 2 x 8 P.T. BUCK -CONNECT TO BLOCK SECTION 2 x 8 BUCK - CONNECT TO BLOCK WITH SECTION FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND / () „ / „ A -A 3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) B-B GUST, • VARIES 2x BOTTOM PLATE W 1 lRd X 3 W/ 3/16" x 3 1 4 TAPCON 0 12" O.C. TO EACH HEADER FACE (1 1/4" MIN. EMBEDMENT INTO BLK.) �" MAX. ggOLIp BLKG. AT TOP �_ • "MAX. CaAR,4C-cE ENTRY 1=1NISNED �' B WIND ZONE (2001 EDltl�). BTWN. ARCH BLKG. &BUCK 2 0 8 2'-0' 8# MASONRY DETAIL THIS DRAWING: AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE 3/16" x 3" TAPCONS BLOCK HEADER SOLID BLKG. AT TOP DATE IT IS SIGNED AND SEALED. 2 X ro (f IN.) FRAME E 1 X 4 FURRING BTWN. ARCH BLKG. &BUCK SCALE: N.T.S. S2 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS WALL II'-IE AD E R DETAIL. 1 X 4 FURRING ,-$� xA� AT 8" O.C. DRAWING ONLY. BLOCK HEADE / A tiut;K * 8d NAILS ®8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10 (4) 1Od NAILS INTO NAILS AT EA. ELANDAN5CO SIMPSON LSTA12 ®24" 2 x 8 BRACE BLKG. LEAVE A CUT OUT IN O.S.B. PROVIDE 2 x 8 DIAG. BRACE PROVIDE (2) MIN. / I N THE INSIDE TO ALLOW FOR BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE (2) 2x4 TOP PLATE STAGGERED (FOR SHORT 1/2" DRYWALL INSULATION TO BE INSTALLED HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN A1RE\ASED 08-15-03 SPAN PROVIDE 2 STRAPS ON 2 x 8 45 DIAGONAL " ENGINEERING, I=A. C AT . FACE LEAVE A CUT OUT IN O.S.B. 4 MIN. OF START EACH END MIN.) g P.O. COX 3400 - APOLLO BEACM - r-LOPIDA► - 33512 2 x 8 45 DIAGONAL 7/16" OSB A CH W (3) 10d 2 x 8 VERT. ON THE INSIDE TO ALLOW FOR OF ARCH 0 CREATED 01-02-02 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT END BRACE(S) INSULATION TO BE INSTALLED PMOI� - (813) 645 0iGf6 FA4X - (85) 645 96W POLY -CELL IN THIS AREA 120 MPH � �� ©TM� DRANANGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 BUILT UP PLWD. BUCK - (4) 1 Od NAILS INTO 7/16" OSB 3 SEC. GUST 2 2x HEADER W SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK RCH PANEL / ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO START OF ARC � LENNAR HOMES L WOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS) 2 i 4 FRAME 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH WES W/ (4) 10d NAILS 4' MAX. RAv. WALL. HEADER DETAIL. INSTALL WDW. SCREW J BTWN. OSB ARCH FACES W (4) 1Od NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SCALE NOTED B.Y. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. TAIMPA DIVISION WALL I HEADER a PER INSTALLATION DETAILS START OF ARC PER INSTALLATION DETAILS EQUAL EQUAL DATE 12/12/02 N: /BLOCKS/STD 2001 WALL_ HEADER DETAIL"S � DETAILS ORPROVIDE PTHRU CON P1-1/2"ER WTHKS OR MORE BUC TALLAT4' MAX. RAD. AARCH DETAIL g�3 11 ARCM DETAIL. rA� WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE CJ2 SECTIONS.. DETAILS, NOTES SCALE: N.T.S. 52 NOT TO SCALE Iss2 OE JOB NO. PM - 5021 62 1/2" DRYWALL 1X4 FURRING A35 SON SIMPSON SON A35 SIMPSON 1Od ® 8" O/C " " 10d NAILS 0 4" 1/2" ANCHOR BOLT 0 DOOR JAMB W 1/4" X 3 S.D.S. 1 STAGGERED 24" O.C. MAX. MIN. (2) 1 X \\ PER BOTTOM PLATE 2X4 P.T. \` SECTION PLATE 3/16"0 X 3-1/2" LONG TAPCONS STAGGERED X8 \ NAILED INTO o OTiOM SPLICE STAGGERED ® 16 O.C. 2-ROWS INTO MASONRY 1X8 \� TRANSOM •• OVER STUD THROUGH 1x8 P.T. & 2x8 P.T. NOTE: TRANSOM FRAMING \ PLYWOOD PLATE LENGTHS MUST BE " 1 X 4 FURRING SEE SECTION AA/Sl AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 3 D ETA I L WIRE NAILS o 4" O/C BOUNDARIES AT LEAST 8'-0" LONG. TYPICAL 1/2" DRYWALL BB/S1 FOR ADDITIONAL 6" O/C EDGES & 8" O/C FIELD ILS TOE'' PLATE SPLfCE DETAIL M DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C. SCALE: N.T.S. SZ SIMPSON SP1 1Od ® 12" O.C. 1 4 2X2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS RECESS SIMPSON STAGGERED 016" O.C. 2-ROWS INTO MASONRY 2X8 LINTEL A35 SIMPSON A35 A SIMPSON LSTA12 ®24" .. , TRANSOM OPENING 7'-4" A.F. . PRECAST RE SS INTE FI E #5 REB DOOR OPENING BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 0 24" O.C. (OPTIONAL - SEE ELEVATIONS) SIMPSON H10 OR EQUAL 0 EA. OUTLOOKER TOP CORD BLOCKIN FOR FIRST FOUR ROWS OF TRUSSES O OF SHEATHING TYPICALDOUBLE TOP PLATE 2"x4" CROSS BRACE 7/8' STUCCO FINISH PER ASTM C. 926 » SI PSON LSTA12 0 EA. S D AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 AT EACH JOINT W/ OVER METAL LATH. / TO LAYERS 3/8' (2) 1Odx3' THICK EACH. 3RD LAYER 1/8 THICK. X6 FRAMED WALL - SEE WALL SECTION FOR SPACING „ 1/2 CDX PLYWOOD OR 7/16 2"x4" PANEL BLO KING 0 48" O.C. OSB SHEATHING ATTACHED W/ 10d FOR THE FIRST (4 ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. FROM EA. END TOP &BOTTOM ATTACHED W/ (2) 16-d TOENAILS FIELD (2) 16d NAILS I�1 • • 2"x4" BLOCKING ® 5/8" OR 1/2" CEILING DENSE 2"x4" "T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" 0 4" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" " SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER O 24" O.C. TOP CORD BLOCKI G OR FIRST FOUR ROWS 45• i OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 2"x4" CROSS BRACE IMPSO H10 OR EQUAL AT RIDGE FASTENED I 0 EA. UTLOOKER AT EACH JOINT W/ I 24' MAX (2) 10dx3' I "L" BRACE TO EXTEND AT LEAST 7/8' STUCCO FINISH PER ASTM C. 926 I 90% OF WEB LENGTH (SEE TABLE) APPLY 3 LAYERS W TOTAL THICKNESS 7 » 2"x6" P.T. SILL- OVER METAL LATH. RST 2 OYERS 3/8 I THICK EACH. 3RD LAYER 1 8 THICK. ABLE TRUSS I 2"x4" PANEL BLOCKING 0 48" O.C. I 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ tOd NAILS 0 6" O.C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12' O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS I 10dx3"0 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE .• IT 2"x4" "T" ON TOP OF PANEL BLOCKING, FASTEN WITH... 10dx3" 0 4" O/C MOISTURE BARRIER 5/8" OR 1 /2" CEILING DENSE Ay INIMUM 2'X4" CROSS BRACING (SEE PLAN FOR LOCATIONS) 2) 16d PER JOINT ONTINUOUS BOTTOM CORD BRACING 1'x4" MIN. Z w- a = 20'-0' "X" MAX BRAE SEE DET. J�S3 2fd'-0' MAX BRACING S3) d 0 61 1 m cc 8 d a x m� CONTINUOUS BOTTOM COR 2"X4" MIN. (SEE DETAIL M ul F1 _ 0 0 X 0'1 0 9 0 ^ a . . Ad! . NOTE: END JACK II'-O' MAX. LA 000RNER JAC Y d U rr w z w o FROM END WALL 0 4 0/1- TYPICAL SIMPSON META20 OR EQUAL 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING TOP & BOTTOM CORD WITH 8d COOLER NAILS OR 1 1/4- LONG GYPSUM WALL BOARD FASTENED 0 4'-0" O.C. TYPICAL CROSS $RACING DETAIL J CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING O 2"x4" LEDGER (MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH ASTM C1002 SCALE: N.T.S.rJ"j THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR CHORD SLOPE OF ADJACENT TRUSS) FOR FIRST 8'-0" FROM END WALL 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UPL IET CONNECT I ONS — H I F FRAMING 0 4" O/C TYPICAL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 1/2"0 ANCHOR BOLT � 48" O.C. �j *USE SIMPSON META20 (OR BET?ER) CONNECTORS 5ECTI®�I ' ` 3 MINIMUM 6" FROM PLATE SPLICES "' CT ON REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L (OR EQUAL) ®MASONRY OR SIMPSON H10 (OR EQUAL) W/ 3/16"x2"0 PLATE WASHER CONNECTORS O FRAME WALLS & SIMPSON H5 SCALE: N T.S. 53 SCALE: N.T.S. �j3 AS PER HIB 91 SCALE: N.T.S. 53 0 HIP JACK TO FRAME WALLS. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2X4 "T" BLOCKING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING ® 48" O.C. 2"x4" OUTLOOKER 0 24" 0/C I 7/8" STUCCO FINISH PER ASTM C. 926 "L" BRACE I I 16d NAIL APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' ' • ATTACHED W/ 10d NAILS OVER METAL LATH. FIRST SAYERS 3/8" ®4 O.C. TYPICAL THICK EACH. 3RD LAYER 1/8 THICK. I PRE—ENGINEEREDOvl`RLAP TRUSg BRACING TMORCKING FOR FIRST FOU R I IMPSON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6• OVERLAP OF TRU EDGES of SHEA ING TYPICAL I 0 EA. OUTLOOKER GABLE TRUSS WEB-1`� 2"x4" CROSS BRACE I 4" MAX. AT RIDGE FASTENED DOUBLE "L" BRACING DETAILIV AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST lhv (2) 10dx3" 90% OF WEB LENGTH (SEE TABLE) SCALE: N.T.S. 53 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 0 48 NAILS 0 6" O.C. EDGES AND 12" D.C. 2x4 BLOCKING ® 48" O.C. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FOR THE FIRST (4) ROWS OF TRU I FIELD INIMUM 2 16d PER JOINT / ) FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS ( ) ATTACHED W/ (2) 16-d TOENAILS IMPSON HGA10 0 36" O.C. -MINIMUM 2"x4" TRUSS BRACING " 16d NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. 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 1Odx3" 0 4" O/c TRUSS BRACING OVERLAP DETAIL j"j 4" O.C. TYPICAL OF THE THICKNESS OF THE LAST 5/8" OR 1/2- CEILING DENSE TUD WALL (SEE TYP. SEC.) LAMINATION 5) FOR 5-PLY, PROVIDE 1 /4" DIA. 3) EACH 30d COMMON NAIL MAY BE x 7" LAG SCREWS OR EQUAL GYPSUM WALL BOARD FASTENED (SPACE AS SHOWN FOR 3-PLY) WITH 8d COOLER NAILS OR 1 1/4" LONG SCALE: N.T.S. S3 REPLACED W/ (2) 16d COMMON NAILS. DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 0 GABLE TRUSS WEB 6) REFER TO NDS SECTION 15.3 ASTM C1002 FOR FIRST 8'-0" EACH STUD (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, FOR ADDITIONAL INFORMATION FROM END WALL 0 4" 0/C TYPICAL SINGLE °L" BRACING: DETAIL (p SAME SPACING) DBL. S.P.F.TOP PLATE SCALE: N.T.S. cj3 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S SCALE: N.T.S. CJ3 & E C T I ON I ABLE TRUSS 4 ABLE TRUSS 111 63 S3 'S" BRACE W/ 10d 0 4' O/C SCALE: N.T.S. 53 1 12 (SEE SCHEDULE FOR sly "L" BRACE W/ 10d O 4" O.C. 12 (SEE SCHEDULE FOR SIZE >7 7 MAX. ND LOCATION) 5 TOENAIL W/ (2) 16d NAILS 5 S3 1Odx3" O/C 0 6" O/C TYPICAL g3 2" 4" OUTLOOKER 0 24" O.C. W� (2) 10d PER JOINT 'L' BRACING REQUIREMENTS STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" "L' BRACE 16" 0'0' - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 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 VERTICAL AND @ DIAPHRAGM BLOCKING NOTE: V:rx."RUNNERS 6 3 1) L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, g3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 12 MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS ® 4" 0/C. ALTERNATE NON -DROP GABLE END DETAIL ONT. BEAR (— ONT. BEARING DBL TOP PLATE STUDS 0 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 IMND SPEED SPECIFICATION SCALE: N.T.S. GABLE END Si�ACING DETAIL ❑ sAMUEL A. GREENBERG, P.E. *34245 MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. ❑ THUY H. HUYNH, P.E. 060122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS ❑ IF UIN J. BENSON, P.E. 04-BI58 SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 0 24" O.C. ❑ AL I ABBAS HAKIM, P.E. 456186 3 S3 " 12 OUBLE TOP PLATE SCISSOR TRUSS SIMPSON H2.5 OR EQUAL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE t MAX.TOP CORD BLOCKING FOR FIRST FOUR RO 45 0 EA. OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 7 12 OF TRUSSES 11 EDGES OF SHEATHIN TYPICAL I 2X4 CONT"L" BRACE FASTENED W/ FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 7 MAX. (2) 10d ' 3"0 24" 0/C. CMID HEIGHT GUST, EXION EXPOSURE 'B' WIND ZONE (2001 EDIt). GABLE TRUSS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE 2X4 KICKERO 8'-0" O/C. TRUSS VERTICAL AlREVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2"x4" CROSS BRACE SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS 2X4 BRACING O 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST — — — — „ 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) -- (2) 2 x8 L BRACE FASTENED 0 CREATED 01-02-02 DRAWING ONLY, ATTACHED W/ 2-10d 0 EA. TRUSS (2) 1Odx3" SIMPSON WITH 8-8d WITH (3) 16d PER SIDE SIMPSON LSTA12 TYP. (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TP BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) . • •. ABLE TRUSS DIAPHRAGM BLOCKING I ®48 0/C GYPSUM WALL BOARD 1/2" CDX PLYWOOD OR 7/16" OSB 2"x4" LEDG (MATCH BOTTO I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. SCISSOR GABLE "T' BRACE -j ENGINEERING' PA. CHORD SL OF ADJACENT I EDGES AND 12 O.C. FIELD P.O. BOX 3400 - APOLLO MACH - FLORIDA - 335M SCISSOR SS) AS PER HIB 91 SCALE: N.T.S. c PHONE- (813) 64$ 0" FAX - (813) 648 96W 2"x4" PANEL BLOCKING O 48" O.C. OISTURE BARRIER 53 w 4s10 ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE 3 SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL COSMETIC DROP CEILING FRAMING FROM EA. END TOP. BOTTOM CORD 0 6'-0" O.C. TYPICAL ATTACHED W/ (2) 16-d TOENAILS 2"x6" P.T. SIALTERNATE SIMPSON LSTA18LENNAR HOMES LL 5CI550R TRU55 W1 DROP CEILING BRACING DETAIL 1/2" 0 ANCHOR BOLT 0 48 STRAIGHT STRAP 0 4'-0" 0/C � O.C. ALIGNED WITH GABLE WEB. TUDS 016' O.C. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NTS ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NOTED R," B.V. AND TO MASONRY W/ (3) TAMPA DIVISION 3/16"x 2 1 /4" TAPCONS. DATE W/02 N: /BLOCKS/STD 2001 5 CT I Oil 2 TRUSS BRACiWG DETAILS AND NOTES WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WND SPEED SPECIFICATION SCALE: N.T.S. Cj3 SCALE: N.T.S. OE JOB NO. PM - 5021 S3 I' I I I RV�R: A ' FIGURE 1: FLA5H ING INSTALLATION ASPHALT SEALANT: EXTEND MIN. OF 6' OUTSIDE OF FLASHING DID FL( FIGURE 2-- WALL I TEXTURED, PAINTED XT R R WALL FINISH v v v v v v v° =S FL,45H ING INSTALLATION ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) WHERE ROOF MEETS VERTICAL WALL WALL 6' X 18' H GALV. FLASHING CONT—. PLASTER STOP — ROOF SHINGLES 6' X 18' H GALV. FLASHING CONT.---, ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL m1w.21m,11214am NOTE: THIS DETAIL IS REQUIRED ,� V L. HURI AT ALL VERTICAL WALL INTERSECTIONS --LT WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET/KNEEWALL INTERSECTION FILEREF: (SD4)KNGSTN.FLSHDET/SD (NO SCALE) ................ ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---- DoIIIIII=IIIIII=11111� •--• ,� - �� .._._.. _IIIIII_IIII�_IIIIII-IIIIII_II _ • - - -'` `�11111=IIIIII=IIIIII= _ �II�� .- ASPHALT SEALANT: 6 TO 12' EXTEND MIN. 6' ABOVE PER PLAN FLASHING SPECS, 6' HIGH DIVERTER FLASHING ' i GALV. 'L' FLASHING _ _ — TYPICAL. ' OOFING FELT _ —— — DRIP EDGE — — — ASCIA FIGURE 3: CORNER DETAIL FLA5HING IN5TALLATION( F N.T.S. 53.1 IIIIII=1! IIIIII-111.... , II.. NOTE: IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING U-SLOCK W/ 1 5 CONT. DRILL 3/4'X5' MIN. HOLE SET MAR IN EPDXY CAP TO PREVENT LEAKAGE 5X6' EMBEDDED INTO EXISTING U-BLOCK LINTEL FILL CELL FULL HEIGHT W/ NON -SHRINK GROUT 1 5X6' EMBEDDED INTO EXISTING FOOTING —DRILL 3/4'X5' MIN. HOLE / SET ISAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL KT.S. 2-5X6' IN CONC. FILLED CELL 4"t SAWCUT SECTION A SCALPS NTS i UPLIFT CAPACITY ■ SW FOR 1 STRAP ■ 1OW FOR 2 STRAPS RE -ENGINEERED TRUSS T IPSON HM9 STRAP 4) SOS 1/4■x11"2' '/4'x21/4' TITENS BEAM Rxdf • - eGk Rood � PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI - DADE COUNTY, FLORIDA MAUFAGTURER - G 5 ROOF I NC PRODUGT5 COMPANY, I NG. PRODUCT A6CEPTANCE # EXPIRATION DATE: FIREHALT 2000 0I-0503.03 O6 / 14 / 2006 FIREHALT 2000 AR 0I-0505.03 06 / 14 / 2006 LANDMARK 30 0I-0503.03 06 / 14 / 2006 LANDMARK 30 AR 0I-0503.03 06 / 14 / 2006 LANDMARK 40 0I-0503.03 06 / 14 / 2006 LANDMARK 40 AR 01-0505.03 06 / 14 / 2006 1:. ■0 s� � ■ AIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. O �er� \ay � vraer °urge se G q�h°ur 3rd°ur5e rd C°urge 0 2 �56 rr� 29. C13 1 5' C12 c135 er% GourSe .L' Meg'°Ed9e �aye5 _ 5 sr 3 tend errakl�2�l 1rr� o �Qy a oppu ed93�R 1�60 eel. �� aroW°udr�P u5 r�i ed• e�d9e 15 u5 5�-IINC-cLE DETAIL � N.T.S. �3- ❑ SAMUEL A. C�xREENBEi�, P.E. *34245 ❑ THUY W. �IUYNH, P.E. "60122 ❑ IRUJIN J. BENSON, P.E. 049I58 ❑ ,4L I ABBAS HAKIM, P.E. 056186 t0 THE BEST OF tHE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION � THIS DRAWING ONLY. PROPER INSTALLATION MAX. 8° (TYP,) OK (TYP.) E FIRST 2 COURSES '7FICELL PER FOUNDATION PLAN THIS FILL SOLID #5 REBAR STD. 90' UN.4CCEPTA15LE INSTALLTION ♦♦ , DO NOT DO ,♦♦ �4#, #5 REBAR (TYP,)♦♦ _ -4* STD. 90' HOOK (TYP.) FIRST COURSE FILLED HOOK SCALE: N.T.5.(J3.1 �,41�15C0 0 REVISED 08-15-03 ENGINEERINCxr P.A. AoCREATED 02-27-02 PA. 8oX 3400 - AroLLo wAcw - mo1QIDA - 335m PHONE - (813) 645 0*6 FAX - (813) 645 %W 12 0 MPH ©CLIENTTHESE ON THIS PROJECT.DRAVANGS AND SIGNS ARE THE JOINT ANY REPRODUCTION OR PROPERTY ZED USE IS PROHIBITED._ A 2003 AND '"E 3 SEC. GUST SEAL LENNAR HOMES SCALE NOTED RAM B.V. OAT£ 2/2'V02 TAMPA DIVISION N: /BLOCKS/STD 2001 FRAMING CONNECTIONS 0 EXT. WALLS DE JOB NO. PM - 5021 83.1 CELL INSTALLATION 1 R A C !e o REFER TO SECTION 1 A ON SHEET SCISSOR TRUSS S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1 A ON SHEET S5 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION — SCISSOR TRUSS 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 TOP PLATE &TRUSS i� �� ATTACHED W/ 2-16d @ EACC TRUSS JOINT SIMPSON A44 W/ 8- 1Od @ 48" O.C. 2" x 4" BLOCKING END NAILED W/ 2-16d @ 24" O.C. (MAX.) WOOD FRAME EXT. WALL 14 2" x 4" BLOCKING (TURNED SIMPSON SP2 @ FLAT) NAILED TO TOP PLATE W/ -1Od NAILS EVERY OTHER STUD SIMPSON A44 W/ 8- 1Od @ 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 @ EVERY OTHER STUD 1 /2" NOMINAL PLYWOOD OR I K.O. BLOCK W/ (1) O.S.B. NAILED W/ 8d NAILS @ 1 /2" NOMINAL PLYWOOD OR O.S.B. #5 CONT. & FILLED 0 I 4" O.C. BOUNDARIES, 6" O.C. NAILED W/ 8d NAILS @ 4 O.C. 2x8 STUDS AT 16" O.C. EDGES, & 12» O.C. FIELD BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP1 @ SIMPSON SP1 @ 1 /2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 3/16" K.O. BLOCK W/ (1) K.O. BLOCK W/ (1) PLATE WASHER (TYPICAL) #5 CONT. & FILLED #5 CONT. & FILLED 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 -WALL 1 MASONRY WALL (DESIGNED AS CANTILEVERED) SCALE: 3/4' = 1'-0' j'rj NON-5EARING EXT. KNEE —WALL C SCALE: 3/4' = 1'-0' NON-5EAfRING EXT. KNEE -WALL A SCALE: 3/4' = 1'-0' REFER TO SECTION 1A ON SHEET S3.1 FOR X—BRACING, AND TOP SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS , CHORD BLOCKING INFORMATION SIMPSON H10 OR EQUAL 2x4 OUTLOOKER @ 24" O.C. WOOD TRUSSES .rj °M IN @ EA. OUTLOOKER SIMPSON A34 CONNECTOR x 2x4 RAT RUN BRACING ° W/4-8d x 1 1 \2" INTO BLOCKING i „ AT 24 O.C. ON TOP OF TOP CORD BLOCKING FOR FIRST FOUR ROWS " i & (2) 3/16 x1 3TAPCONS INTO BOTT. CHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TOENAIL W/ 16d NAILS 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 (2) 2 x 4 'T ON TOP OF PANEL 1 7/8 EDGE DIST. ON PRECAST) JOINT 2 x 4 BLOCKING W/(2) 1 Od TOE AT RIDGE FASTENED AT EACH JOINT W/ � BLOCKING, FASTEN WITH 1 /2" COX PLYWOOD OR 7/16" OSB NAILS @ EACH END @ 24" O/C (TYP) (2) 1Od x 3" 1Od x 3" @ 4" O/C SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" 0/C BRACING W/(3) 1Od x 3" ° ° ° EDGES AND 12" O.C. FIELD W/ 2 — 16d TOENAILS @ EA. END ® EACH CONN. ®24' 0/C ° 1 \2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL -�45°MIN GABLE TRUSS WB W/ 1 3/8" DRYWALL NAILS OR CEILING DRYWALL SCREWS 7" O/C CEILING ARCHITECTURAL FINISH RIDGEpp "L" BRACE TO EXTEND AT LEAST & 8" O/C WALLS 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) 2x4®24"O.C. INTERIOR HIP VAULT; •� SILL 2 x 4 PANEL BLOCKING @ 48 O.C. 6:12 SLOPE CENTER EXT. WALL CONN. tv 2 x 4 FRAME NON—STRUCTURAL KNEEWALL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. NON -LOAD SAi�INC� LOCATION D 2 x 4 P.T. INTO BOTTOM CHORD. 10d x 3 @ 3 O/C " CHORD INTO 2 x 6 THROUGH P T PLATE REFER t0 DETAIL A/SI FOR MORE INFO. SCALE: 3/4' = r-0' 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— r4LT. EXT. WALL CONN. a NON - LOAD 5EAfRING LOCATION � "L " 5RAC ING REQUIREMENTS STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" "L" BRACE 16" 010" - 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" CISSOR GABLE — (2) 2"x8" (1) 211x8" FULL #2 HEIGHT S.P.F. @ EACH VERTICAL AND .@ DIAPHRAGM 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. CiREENBEi�, P.E. 034245 LONG DRYWALL SCREWS COMPLYING .: WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ T�-{Ul' H. NUYNH, P.E. 00122 FROM END WALL @ 4" O/C TYPICAL USP LTPA @ 48" O/C (TYP.) ❑ IWIN J. BENSON, P.E. 049158 1 /2" DIA. BOLT @ 24" O.C. ❑ ALI AB$AS HAKIM, P.E.56i8�o MINIMUM 6" FROM PLATE SPLICES W/ 3/16" x 2" DIA. PLATE WASHER I REFER TO DETAIL A/SI FOR MORE INFO. IyTS. NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, AoCREATED 01-02-02 ENGINEE RINGS, P.A. SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. PA.15OX 3400 - APOLLO BEACH - FLORIDA - 33512 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 12 0 MPH PI•" - (85) 645 0*6 FAX - (813) 645 SbW C ,1� 3L N1� DATA f l AT i-f f P VAULT ED 4blo ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE 10d x 3" NAILS @ 4" O/C. 3 SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 SCALD: N.T.S. GJ' � t0 THE BEST of THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SEAL L�NNAR HOMES PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). WALE1� -s, M 5.v. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE TA1" IPA DIVISION DATE It 16 SIGNED AND SEALED. DATE Lam N: /BLOCKS/STD 2001 DRAWING A�SEALED FOR THE STRUCTURAL PORTION of THIS Y. FRAMIIs* CONNECTIONS * EXT. WALLS DE JOB NO. PM - 5021 � m m 04 •Oco � 04 a 0 W o� om 10. 20C, .J • v N l � y O .J CL A 'O Z � 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 45'f TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t TRUSSES ®EDGES OF SHEATHING TYPICAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I I SIMPSON H10 OR EQUAL SIMPSOh H10 OR EQUAL 2x4 CROSS BRACE I 0 EA. CUTLOOKER SEE STRUCTURAL NOTES AND NAILING I 0 48" O.0 0 EACH JOINT I 'MAX, MAX. SCHEDULE FOR SHEATHING DETAIL 2x4 CROSS BRACE I 4' MAX UTLOOKER I " " ,( W/(2) 10dx3" TOENAIL W/ (2) 16d NAILS ® 48 O.0 ® EACH JOINT L BRACE TO EXTEND AT LEAST 2x4 OUTLOOKER ® 24" O.C. W/(2) 10dx3" I "L" BRACE TO EXTEND AT LEAST I 90 ATTACHED LENGTH OdSEE TABLE ® O SHEET 0 S • • • S3) ATTACHW/ Od90% OF LENGTH SNAILS ® 4EE TABLE- 0 C SHEET 1 VERTICAL WEBS 0 GABLE END 0 0 ARE ® 16" O.C. TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f I VERTICAL WEBS 0 GABLE END , cA O.C.1/2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES ®EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL ARE ® 16" dJ 2x4 PANEL BLOCKING ®48" O.C. I ® EA. OUTLOOKER " 1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. 2x4 PANEL BLOCKING � 48 O.C. " FOR THE FIRST 8'-0" OF END WALL " 2x4 CROSS BRACE I SHEATHING ATTACHED W/ 10d NAILS 0 6 O.C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12 O.C. FIELD ® 48" O.0 ® EACH JOINT ( FOR THE FIRST 8'-0" OF END WALL I EDGES AND 12" O.C. FIELD 4' MAX. FROM EA. END TYP. BOTTOM CORD I ATTACHED W/ (2) 16—d TO NAILS I 2) 16d, ONE ON EACH SIDE OF "T' BLOCKING W/(2) 10dx3" I 2) 16d, ONE ON EACH SIDE OF "T" BLOCKING ATTACHED W/ (2) 16—d TOENAILS TDBL. 2X4 HEADER I "L" BRACE TO EXTEND AT LEAST X I (2) 16d • . 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)< DBL 2X4 HEADER ATTACHED W/ 10d NAILS 0 4" O.C. ' • T I 2x4 " r ONTOP OFFASTEN PANEL WITH R UA • 0 2x4 "T" ON TOP OF PANEL OR EQUAL L 10 VERTICAL WEBS 0 GABLE END , SIMPSON H10 • • 10dx3" ®4" 0/C SIMPSON SP2 " BLOCKING, FASTEN WITH OR EQUAL SIMPSON SP2 " ARE ®16 O.C. OR EQUAL 10dx3 ®4 0/C I 0 X I SIMPSON DTC 016 O.C. W/(2) 8d �i d 2x4 PANEL BLOCKING ® 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB OR EQUAL I SIMPSON DTC 016" O.C. WA2) 8d 4 TO BOTTOM OF GABLE & (4) 8d INTO FOR THE FIRST 8'-0" OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. TO BOTTOM OF GABLE & (4) 8d INTO LIN 2X4 W/ (4) 1Od 2 x 6 SILL PLATE FROM EA. END TYP. BOTTOM CORD ( EDGES AND 12" O.C. FIELD 2X4 W/ (4) 1Od ; 2x6 SILL PLATE AT EACH END . ATTACHED W/ (2) 16—d TOENAILS I (2) 16d, ONE ON EACH SIDE OF "T" BLOCKING AT EACH END IN I (2) 16d DBL. 2X4 HEADER C.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE .=•' C.J. SILICON 1/4" GAP IN • • T W/ 1/2" DIA. BOLT ® 48" SIMPSON H10 2x6 P.T. SILL PLATE O.C. & 6" FROM PLATE 2x4 "T" ON TOP OF PANEL p M KNOCK —OUT BLOCK W/ (1) #5 CONT. KNOCK —OUT BLOCK W/ (1) #5 CONT. BLOCKING, FASTEN WITH SIMPSON DTC ® 16 O.C. W/(2) 8d W/ 1/2" DIA. BOLT ® 48 2X4 SPF FRAME WALL SPLICES W/ 3/16" OR EQUAL �• 10dx3" ®4" 0/C TO BOTTOM OF GABLE & (4) 8d INTO 0 x O.C. & 6" FROM PLATE STUDS ®16" O.C. W.�CONC. x 2" WASHER 2X4 SPF FRAME WALL.'SIMPSON SP2 2 x 6 SILL PLATE ' SPLICES W/ 3/16" MAX. LINTEL W/ (1) #5 CONT. STUDS ® 16" O.C. CONC. LINTEL W/ (1) #5 CONT. OR EQUAL "MAX. • x 2 WASHER SIMPSON SP2 OR EQUAL SIMPSON SP2 2X4 W/ (4) 1Od OR EQUAL (>j AT EACH END DBL 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 I I MANUFACTURED WINDOW W/ I MANUFACTURED WINDOW W/ C.J. SILICON 1/4' GAP (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) Sd 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 I X I I )( 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW CONS. SILL ( CONS. SILL Q 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW Q (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I 2X4 SPF FRAME WALL OPENING (DBL 2X4 EA. SIDE FOR WINDOWS WIDER THAN rL I 2x6 P.T. SILL PLATE 36") 36" ) W/ 1/2" DIA. BOLT ® 48" STUDS ®16" O.C. I 0 O.C. & 6" FROM PLATE MAX. X I I I -, 2X4 TOP PL I 0 SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16"0 — MASONRY WALL (DESIGNED 4 I 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 ® 0 FRAME DETAIL FOR FRAMING DET— I I ON PLAN ON PLAN MID —HEIGHT FOR WALL - AILS BEYOND WINDOW (SEC. A/S6)-I I I 2X4 SPF FRAME WALL HEIGHT < 8'-6" AND (2) N STUDS 0 24" O.C. ROWS ® 1/3 PTS. FOR 2X4 P.T. W/ 1/2"0 "J" I I 2X4 P.T. W/ 1/2" " J" MAX. LU WALL HEIGHTS > 8'-6" BOLTS 0 24" O.C. I I II BOLTS 0 24" O.C. I I 2X4 P.T. SPACER SIMPSON SP1 H OR EQUAL 2X4 P.T. W/ 1/2.0 "J" SEE SECTION A/S1 FOR TYPICAL I I II SEE SECTION A/S1 FOR TYPICAL BOLTS ®24" O.C. II SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOUNDATION AND BLOCK WALL I I FOUNDATION AND BLOCK WALL FOUNDATION AND BLOCK WALL FOR SLAB DETS.A DETAILS SEE SECTION A/S1 I DETAILS SEE SECTION A/S1 II DETAILS FOR SLAB DETS.Ll FOR SLAB DETS. I I X \ \\ \\\\ \\ NOTE: NOTE: NOTE: SEE SECTION D/S1 FOR SEE SECTION D/S1 FOR SEE SECTION D/S1 FOR FRAME TO MASONRY WALL FRAME TO MASONRY WALL FRAME TO MASONRY WALL CONNECTION 0 ENDS OF CONNECTION ® ENDS OF CONNECTION 0 ENDS OF BALLOON FRAME WALL BALLOON FRAME WALL BALLOON FRAME WALL T*'PICAL ALTERNATE BALLOON FRAME 6 GABLE END ,4 ALTERNATE BALLOON FRAME GABLE END OVER WINDOW ALTERNATE BALLOON FRAME GABLE END OVER WINDOW C NOT TO SCALE CJ�O NICHE WALL DESIGN NOT TO SCALE CJ. FLUSH WALL DESIGN NOT TO SCALE CJ�O THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN 18 FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111, INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM. DIAPHRAGM. DIAPHRAGM. ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRWIN J. BENSON, P.E. 04,5158 ❑ AL I ABBAS HAKIM, P.E. muoiuo TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE '5' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS AoCREATED 05-22-02 DRAWING ONLY. v 1,� /��Ey1�GII'--M 'RING,� P.A. P�OR� �8�'7Y/If/6IrM-�/i.i.O 0GMLA'� _ BRI��J .�.� 120 MPH EB 14wo 12 (DTHESE RAWINGSON THIS AND DJE DESIGNS ARE REPTTHE JOINT ORPRUNERARTY OF D SE ISEPR�IB ENGINEERING, D THE 3 SEC. GUST SEAL LENNAR HOMES SCALE NOTED TAMPA DIVISION RAM S.V. DATE 15/22/02 Ni/BLOCKS/STD 2001 BALLOON FRAMING DETAILS DE JOB NO. PM - 5021 rm 3 v m m ;n o 1J 3C J m 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) A (TOP, BOTTOM & CENTER). SKIN COATED WITH G-60 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER7F TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 171 �LI • I ®I 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 0 STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. 3" TALL U-BAR 20 GA. GALV. STEEL K 50 KSI MIN. 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/(4) #14.5/8' SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. TALL x 20 GA. GALV. -EEL U-BAR. ONE U-BAR _R SECTION. EACH U-BAR ATTACHED TH TWO 1/4"x3/4" SELF TAPPING TREWS PER STILE LOCATION. x r ry 0 0 o x w x 0 z z w CL 0 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" 70- 2" GALV, STEEL TRACK, 6 -6 76 7 -0 7 MIN. TRACK THICKNESS: .060" 7- 82 TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). INSIDE SLIDE BOLT 1 1 #14x5/8" SHEET METAL SCREWS LOCK OPTION 0 13 GA GALV. STEEL BOTTOM BRACKET. NOTE 1 ATTACHED WITH TWO #14x5/8" SHEET METAL SCREWS-0 0 DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5 SECTIONS (NOT SHOWN). ALUMINUM EXTRUSION FRONT FRAME WITH U.V. 1/4"x3/4" SELF 0 & VINYL WEATHERSTRIP. COATING ON OUTSIDE SURFACE TAPPING SCREWS. SECTION A -A (SIDE VIEW) 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" rt r) VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 11 2,000 PSI MIN. CONCRETE COLUMN: SSB GLASS OR OPTIONAL 10 SCREW STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS MOLDED INSIDE 1/8 ACRYLIC LITE WINDOW LITE (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 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 PSI MIN. CONCRETE). WASHERS INCLUDED WITH #8x3/4" PAN HEAD SCREW SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED (10 SCREWS PER LITE 20 GA. GALV. STEEL INTER. STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH 12 GA. GALV. STEEL TRACK MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES INTE BRACKETS FASTENED TO WOOD JAMB TRANSFER LOAD. ONTO VERTICAL TRACK. STIL WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. 18 GA. GALV. STEEL CENTER HINGE 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 WA4) TRACK ATTACHED TO EACH BRACKET #14x5/8" SHEET METAL SCREWS AND WITH ONE 1/4"x5/8" BOLT & NUT (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. 0 OR TWO 1/4" DIA. RIVETS. 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION PREPARATION OF JAMBS BY OTHERS. SECTION C-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"z3" LAG SCREWS ON 24' CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. MODEL: 11ORW4 (25 GA. STEEL SKIN) MODEL: 120RW4 (24 GA. STEEL SKIN) OPTIONAL SSB GLASS OR 1 /8" ACRYLIC LITES AVAILABLE / (SEE SECTION B-B) INTER. ' OUTSIDE KEYEC HANDLE ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION END STILE HANDLE MAX. DOOR SIZE 9'0"W X 8'0"H Cbpay Buldrq Producte Company Nl Righb R-d. The ormng: is depicted herein are the Sole property of the Ctopay Building Products Cogp and may rro be reprndu«e in any form without i6 nitM parmiesiOn. END STI LE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK LOCK BAR LOCKING DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. (5) INTERMEDIATE STILES FOR 16' WIDE DOOR. 20 GA. MIN. END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER). A �j �I n I 1 FINI �1 I I'll r I I' n n n 1• � 1 � 1 i 1 i i� • AN NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING, BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI 1-7/8" 7 SECTION A -A (SIDE VIEW) 2" THICK VIEW "B" VIEW "C" LOCK POSITION 0 BOTH SIDES TWO POINT LOCKING 3 U-BARS IN A 2-1-2-1" x 20 GA. U-BARS. PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) INSIDE ELEVATIONS VERTICAL JAMB ATTACHMENT (C90 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"xt-5/8" WOOD LAG SCREWS. c� TRACK CONFIGURATION x o DOOR 0 HEIGHT "L" -C-6" 70" II 2" A G LV STEEL TRACK, 7 -0 76 � „L„ MIN. TRACK THICKNESS: .060 7 -6 82 = 8'-0" 88" w x c� TYP. -1 "x1 GALV. 2 2 2 GA G L STEEL TRACK BRACKET. / z z (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). w a 0 1 #14x5/8" SHEET METAL SCREWS 0 0 0 0 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" STOP MOULDING BY DOOR INSTALLER (TO SUIT) �20 GA. MIN. GALV. STEEL END STILE 2x6 YELLOW PINE JAMB 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. (10 SCREWS PER LITE) SNAP LATCH ENGAGES 1 12 GA. GALV. STEEL TOP A\ 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 SCREWS. HANDLE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 14 GA, GALV, STEEL END HINGE. EACH FASTENED TO END I STILES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE HANDLE 2" GALV. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT 0 OR TWO 1/4" DIA. RIVETS. PREPARATION OF JAMBS BY OTHERS. �- 7/16" I.D. ROUND PUSHNUT 18 GA. GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) 145/8" SHEET METAL SCREWS AND 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION END SLIDE BOLT NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS STILE LOCK ENGAGES END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF INTO VERTICAL RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE TRACK. ONE STILE DESIGN LOADS: +24.0 PSF & -24.5 PSF WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON LOCK SI INTER. THIS DRAWING. TEST LOADS: +36.0 PSF & -37.0 PSF EACH SIDE STILE MAX. DOOR SIZE: 16'0"W X 8'OH OF DOOR. LOCK BAR MANUFACTURED / PURCHASED SHEET SHEETS DRAWING NO. RE 1 1 INSIDE SLIDE BOLT ENGAGES IN MANUFACTURED 101980 LOCK OPTION TRACK ON OUTSIDE EACH SIDE DES. BY CHECKED BY DESCRIPTION HANDLE ° OF DOOR. MWW MWW NUPE I R HORIZONTAL ROLLER WINDOW SCHEDULE TESTED PER ANSI/AMMA/NNNDA 101 /152 GALL SIZE MANUFACTURER SERIES # DESIGN PRESSURE (PSF) DESIGN SUCTION (PSF) 2020HR OH2 / OH3 +50.0 -80.0 3020HR OH2 / OH3 +50.0 -&0.0 4 02OHR OH2 / OH3 + 50.0 5020HR OH2 / OH3 +50.0 6020HR OH2 OH3 +50.0 2030HR OH2 / OH3 +50.0 -80.0 3030HR OO +50.0 =-_=-'- - 4030HR OH2 / OH3 +50.0 -== < -53.7s s`. 5050 OH2 / O 3 4G I I<-- :.1' : }_:I 6030HR OH2 OH3 :. ::::: s• + .. 1 I `I_`'_:__:::.-•_ _ _ 2040HR OH2 / OH3 +50.0 -80.0 5040HR OH2 / OH3-_=--42.7 ==:> ::%- OH2 OH5 E. 5040HR OH2 OH3 =_ =--- - -- 6040HR H OH3 =___:_:;+ ___ =_ _: _ _ __...... _ ___=` 2050HR OH2 / OH3 +50.0 --=_>_-57.6=','=i'% O OH2 / OH3 3G...I €_c_>_'',_:>='....0.- '::__ .:::._:.:::-1 `sa_ _.. _' 39........................ 4050HR OH2 / OH3 = _ _::_::.+26.1<-' _:�:;:->:_:: 1=-s-><_` 5050 HR H OH O 3 =-=_`_ _-___ - =_ = + :F._.._ 26.._...._.._._......_.. ::..::::...-:..... =_ - -..._........_.... 26.1'':I_I> b050HROH2 / OH3 ..:...:. ....... ......._................:,...::..:..._..:.:. NUA I R SL I D I NC C LASS DOOR SGHEDULE TESTED PER ANSI/AMMA/NWWDA 101 /152 GALL SIZE MANUFACTURER SERIES # DESIGN PRESSURE (PSF) DES16N SUCTION (PSF) 5068 50D 200 +50 6068 560 200 +30 -55.0 8068 SOD 200 +30 4068 5GD 200 +30 -55.0 THERMA-TRU DOORS EXTERIOR DOOR SCHEDULE TESTED PER ANSI/AMMA/NWNDA 101 /152 LOCATION GALL SIZE R/O SIZE MANUFACTURER DESCRIPTION DESIGN PRESSURE (PSF) DESIGN SUCTION (PSF) GARAGE 2868 (2/8 x 6/8) 34 1/2 x 82 1/2" #100 FLUSH STEEL +25.G -34.-7 SERVICE DOOR +25.a -34.7 POOL BATH 2468 (2/4 x 6/8) 30 1/2 x 82 1/2" #10 ONE LITE STEEL FRENCH +25.G -34.7 DOOR 2668 (2/6 x 6/8) 32 1/2 x 82 1/2" #115 ONE LITE STEEL FRENCH +25.G -34.7 BREAKFAST TO 2668 (2/(6 x 6/8) 32 1/2 x 82 1/2" #128 TEN LITE STEEL FRENCH +25.G -34.7 LANAI DOOR +25.G -34.7 EXTERIOR (2)2068 (4/0 x 6/8) 51 114 x 82 1/2" #105 15 LITE STEEL FRENCH +24.7 -52.4 FRENCH (2)2668 (5/0 x 6/8) 63 1/4 x 82 1/2" #105 15 LITE STEEL FRENCH +243 -32.4 DOOR (2)2668 (5/4 x 6/8) 67 I/4 x 82 I/2" #10& 15 LITE STEEL FRENCH +243 -52.4 (2)3068 (6/0 x 6/b) 75 1/4 x 82 1/2" #108 15 LITE STEEL FRENCH +24.7 -32.4 FOR 8'-O" HI&H UNITS (W) x 48 1/2" MAIN ENTRY DOOR 3068 (5/0 x 6/8) 38 1/2 x 82 1/2" #208 STEEL 8 PANEL +25.9 -34.7 (2)266b (5/0 x 6/8) 63 1/4 x 82 1/2" +24.7 -52.4 (2)2868 (5/4 x 6/8) 67 I/4 x 82 I/2" +24.7 -32.4 (2)3068 (6/0 x 6/8) 75 1/4 x 82 1/2" +24.7 -32.4 (2)3080 (6/0 x 8/0) 75 1/4 x G8 1/2" +24.7 -32.4 MAIN ENTRY DOOR 3068 (3/0 x 6/8) 38 1/2 x 82 1/2" #FG-60 6 PANEL FIBERGLASSIG +25A -34.7 (2)2668 (5/0 x (9/8) 63 1/4 x 82 1/2 +24.7 -32.4 (2)2868 (5/4 x 6/8) 67 1/4 x 82 1/2" +24.7 -32.4 (2)3068 (6/O x 6/8) 75 I/4 x 82 I/2" +24.-1 -52.4 (2)3080 (6/0 x 8/0) 75 1/4 x Q8 1/2" +24.7 -32.4 MAIN ENTRY DOOR 3068 (3/O x 6/8) 38 1/2 x 82 1/2" #FG-60 6 PANEL FIBERGLASSIG OR #FG-2000 I LITE FRENCH FIBERGLASSIG ( CUSTOMER CHOICE ) +25.G -34.7 (2)2668 (5/0 x 6/8) 63 I/4 x 82 I/2" +24.7 -52.4 (2)2868 (5/4 x 6/8) 67 1/4 x 82 1/2" +24.7 -32.4 (2)3068 (6/0 x (9/8) 75 1/4 x 82 1/2" +24.7 -52.4 (2)3080 (6/0 x 8/0) 75 1/4 x G8 1/2" +243 -52.4 E3ANCO OVERHEAD DOORS, INC. OARAC7E DOOR SCHEDULE TESTED PER AN51/AMMA/NNNDA 101 /152 GALL 51ZE TEST LOADS PRESSURE (PSF) TEST LOADS 5UGTION (PSF) DESIGN LOADS PRESSURE (PSF) DESIGN LOADS SUCTION (PSF) 8 x 7 (OR 80700H) +37.5 -48.0 +25.0 -32.0 9 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. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, P RF PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE 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 C 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 1�,�NSCO AoCREATED 01-02-02 ENCINEE�INC�� F.A. PA. BOX 3400 - APOLLO BEACH - FLORIDA - 33512 12 0 MPH PHONE - (813) 645 0166 FAX - (813) 645 S&W EB 4J10 © DRAWINGS AND DESIGNS JOINT NDANSCO CLIENT ON THISPROJECT.ANY REPRODUCTION ENGINEERING, SPROHA 1 PROHIBITED. 2003liE 3 SEC. GUST LENN R HOME-5 s a m �m r � :r� c tc m cn J m no -13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. OUTSIDE KEYED LOCK LOCK BAR LOCKING Clopay Building Products Company All Rights Reserved. The arrangements depicted herein are the sole property of the Clopoy Building Products Company and may not be reproduced in any form without its written permission. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. SCALE NOTED r)PAAiN ay. DATE 1/2�02 TAMPA DIVISION N: /BLOCKS/STD 2001 DOOR 4 WINDOW TA5LES DE JOB NO, Pi" f - 5027 SDw1 HEADER EXTERIOR • INTERIOR PRESSURE TREATED BUCBUCP) (MIN. 2J' AS SHOWN SHIM AS NEEDED WINDOW MSI7TIER FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE i FAST THP 5 d CONCRETE SISILL SILL HEADER • INTERIOR PRESSURE TREATED BuCKSTRIP (MIN. 2J' AS SHOWN) SHIM AS NEEDED WINDOW ASTENER ERIOR VOID WITH EXPANDING FOAM F PER CODE INSTALLATION DETAILS FOR FLANGE WINDOWS IN WINDZONES OF 15OMPH OR LESS (DETAIL A) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre -cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using ' thick wood buckstrips: Installation fasteners should be a minimum j�" X 24" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the masonry. Fasteners should be located a maximum of 4" from li each corner and maximum of 18" O.C. It is recommended that '', fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 4" X 2k". ii screw embedment oft" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer B and maximum of 18" O.C. It is recommended that fasteners no 1J be installed through the sill of the window. The actual size of the buckstrips should be no less than 1�' X 2 }". Buckstrips should be installed using minimum j�" X 24" masonry screws, to maintain 14" embedment, and be 18" O.C. INSTALLATION DETAILS FOR FIN WINDOWS IN WINDZONES OF 15OMPH OR LESS (DETAIL B) Installation fasteners for windows s ould be a minimum 1�' nail or 14" wood screws, with an embedment of at least 1". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to EHEj prevent infiltration of air and water. Product may be shimmed as necessary. f 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 If using 1 " thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing. JAMBS Window installation fasteners should be a minimum #8 X 1" ,.. /,�� L ARCIQIECIURAL wood screws, installed through the window into the buckstrip. NAMERICAN ASANINAMERE SOCIATION Window may be shimmed as necessary. provided a minimum INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, SINGLE HUNG WINDOWS IN WTNDZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre -cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using thick wood buckstrips: Installation fasteners should be a minimum j�" X 24" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the masonry. Fasteners should be located a maximum of 4" from each 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 24". If using 4 " thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X 11 " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each 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 1�' X 24". Buckstrips should be installed using minimum j�' 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 7/JNR®ARC RA,. responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MAMVACTLOM ASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state and MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL,•(800) 282-6627•www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES IA02/3 ATW 4 EXTERIOR INTERIOR • PRESSURE TREATED BUGS SIP) (MIN. 2}' INTERIOR • SHIM AS NEEDED a V WINDOW v ASTENFR Q FILL INTERIOR VOID WITH o MINIMA_ EXPANDING FOAM �: • - IF PER CODE EXTERIOR JAMBS FASTERS THROUGH SILL IF NECESSARY, USE SHIMS WHEN FINISHEDINSTALLING • TO RILL KEEP PLUMB & • =- - LEVEL• •. - - - --- C I''AT. POURED PRE-CASrd d CONCRETE SILL d CONCRETE SILL • SEALANT BEAD SILL n IF NECESSARY, USE SHIMS We" INSTALLING TO KEEP PLUMB & LEVEL • SEALANT BEAD • SEALANT BEAD INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, AWNING WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre -cast. All gaps must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior. If using}" thick wood buckstrips: Installation fasteners should be a minimum Al' X 24," masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the masonry. Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 4" X 2}". If using 4 " thick or greater wood buckstrips (not shown): Window installation fasteners should be a minimum #10 X 11 " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 14" is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each 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 1z" X 2k". Buckstrips should be installed using minimum 16" X 24" masonry screws, to maintain It' embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the '7 AMNR CAN ARCHITECTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. JNRWMANWSOC An `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 (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 FLASHING WEATHER ES15TANT- BARRIER RIGID FLASHING (OPT, BY OTHERS) HEADER under LYWOOD SERIES INSTALLATION DETAILS FOR NON -IMPACT, FIN, HORiZ. ROL- IHEATHING OH2/3 HR LER WINDOWS IN WTNDZONES OF ISOMPH OR LESS (per FBC 2001) WINDOW AsrENER Window Installation: Installation fasteners for windows should '> FRAME F be a minimum *, 4d nail or 6 x 1�' drywall screw, HEADER with an embedment of at least *. Fasteners DRYWALL should be located at a maximum of 4" from each comer and 18" O.C. for screws and 9" O.C. for nails. FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM It is recommended that all screws or - IF PER CODE nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. IF NECESSARY, USE SHIMSWeatherproofing: WHEN TO INSTEEPA PLUMB KEEP PLUMB & Flexible flashing should be installed in a g LEVEL weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier DISHED should then cover the flexible flashing at the SILL 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 the ill flashin and overla the jarnbs and s g p head flashing. JILL • SEALANT BEAD 0SEALANT BEAD IF FLASHING IS NOT ADHESIVE AMERICAN The window aepicted 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. MANLWACTURES ASSOCIATIUN may be specified by the project architect. Wind and design pressures vary within each state and "N"'BE` 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. aid BARRIER RIGID FLASHING (OPT.. BY OTHERS) INTERIOR HEADER SWATHING ��� FLEXIBLE BARRIER FLASHING BLE. WEATHER �7 WOOD FRAME HEADER Li DRYWALL FILL INTERIOR VOID WITH MINIMAL EXPANDING FOAM -IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTALLING TO KEEP PLUMir & LEVEL • ArENER SILL • SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE HEADER PLYWOOD SERIES 900 IN DETAILS FOR NON -IMPACT, FIN, SINGLE FLASHING SHEArHIN & 950 SH HUNG WINDOWS IN WINDZONES OF ISOMPH OR LESS (per FBC 2001) Window Installation: WEATHER NTNDOW FASTENER EXTERIOR I Installation fasteners for windows should FACADE i • ," •=' : '? '' •; ', WOOD FRAMEbe a minimum 1#", 4d nail or 6 x 1}" drywall screw, ;• �. • HEADER RIGID FLASHING DRYWALL with an embedment of at least 12". Fasteners should be located at a maximum of 4" from each (OPL, BY OTHERS) comer and 18" O.C. for screws and 9" O.C. for INTERIOR FILL INTERIOR VOID WiTH nails. ci MINIMAL EXPANDING FOAM It is recommended that all screws or - IF PER CODE s: nails be sealed to prevent infiltration of air and ' • water. Product may be shimmed as necessary. IF NECESSARY, USE SHIMS WHEN Weatherproofing: _-� _� INSTAWNG TO KEEP PLUMB & LEVEL LEVEL Flexible flashing should be installed in a • WEATHER FLEaBLE weatherboard fashion. The top layer should overlay BARRIER FLASHING any layer beneath it. The weather resistant barrier FINISHED EXTERIORBLE WEATHER SILL should then cover the flexible flashing at the FLASHING • • 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 under the sill flashing and overlap the jambs and SILL head flashing. • 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 ®AMERIC' C ,RAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. ASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state and "ffi'BE" 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 HEADER WINDOW I BARRIER i EXTERIOR FACADE WOOD FRAME • HEADER RIGID FLASHING (OPT.. BY OTHERS) DRYWALL DILL • SEALANT BEAD OSFALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FIN, AWNING WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum 4", 4d nail or 6 x 11" drywall screw, with an embedment of at least 4'. Fasteners should be located at a maximum of 4" from each comer 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 CHT CI,,RALresponsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. /As ocu ro 1e may be specified by the project architect. Wind and design pressures vary within each state and MAMERICAN MEMBER • 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 HEATHING INSTALLATION DETAILS FOR NON -IMPACT, FIN, FIXED FLASHING PW & DPW WINDOWS IN WTNDZONES OF 15OMPH OR LESS (per FBC 2001) WEATHER WINDOW RESISTANT , ASiENFR Window Installation: BARRIER I — EXTERIOR Installation fasteners for windows should •. WOOD FACADE "' '' ':: `•> R ME be a minimum 4', 4d nail or 6 x ] "drywall screw, • HEADER with an embedment of at least 11". Fasteners RIGID F ASHING� DRYWALL should be located at a maximum of 4" from each (OFT.. BY OTHERS) I corner and 18" O.C. for screws and 9" O.C. for INT. R nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and • Flu IN113tK1R yob WITH water. Product may be shimmed as necessary. MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS • -- WHEN INSTALLING TO Weatherproofing: ---�- KEEP PLUMB & LEVEL Flexible flashing should be installed in a • WEATH FLEXIBLE weatherboard fashion. The top layer should overlay RESISTANT BARRIER FLASHING layer beneath it. The weather resistant barrier p�10R BLE WEAMED FINISHEDany SILL should then cover the flexible flashing at the • FLASHINGBARS header. JAMBS R = 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 "OC'"ION"E" The window depicted in this drawing is intended for use on typical construction. It is the responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. ®An"cR�fRAL " may be specified by the project architect. Wind and design pressures vary within each state and "RMM` county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL•(800) 282.6627•www.NuAr.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES ALLATION DETAILS FOR NON -IMPACT, FLANGE, HOR1Z ROL FLER OH2/3 HR. WINDOWS IN WTNDZONES OF 15OMPH OR LESS (per FBC 2001) .Q 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 • PURE SATED be sealed. Buckstrips should be pressure treated yellow pine, • BUCKSTRIP (MIN. 2J' spruce or comparable lumber. In accordance with the Florida a a 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 WINDOW interior and exterior. FIR If using k thick wood buckstrips: ' a Installation fasteners should be a minimum +" X * masonry FILL ° .. • MINIMAL �ANVON) � screws, installed through the window and buckstrip, into the p - F PER CODE masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of It'is maintained in the masonry. Fasteners should be located a maximum of 4" from each comer and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the NO FASTENERS buckstrips should be no less than 4" X 2}". NECESSARY. THROUGH tFSHIMS USE If using Ii " thick or greater wood buckstrips (not shown): EN Window installation fasteners should be a minimum #10 X 1i" INSTALWHIINNG TO • KEEP PLUMB & • wood screws, installed through the window into the buckstrip. _ tEveZ • • . -_-_-_ = Window may be shimmed as necessary, provided a minimum • screw embedment of It' is maintained in the buckstrip. Window d JlAt fasteners should be located a maximum of 4" from each corner and d 0NRcR%L d ALL 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 1�' X 2}". Buckstrips should be installed using minimum +" X 24" masonry screws, to maintain It'embedment, and be 18" O.C. window depicted in this drawing is intended for use on typical construction. It is the VIFThe Inc"Hrn3C`nJRAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. �RIM N ATION 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.NuAiccam load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES 900 1 INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, FIXED pW&DpWJ WINDOWS IN WTNDZONES OF 15OMPH OR LESS (per FBC 2001) LI 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 12 PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, _. a BucAS TRIP) (MIN, 21, spruce or comparable lumber. In accordance with the Florida • .v Building Code, a taper, or bevel on the buck is acceptable if the window Same is fully supported by the buckstrip at both the SHIM AS NEEDED interior and exterior. WINDOW ER If using+" thick wood buckstrips: INTERIOR MI Installation fasteners should be a minimum 16' X 2" masonry EXPANDING FOAM a r . • - IF PER CODE screws, installed through the window and buckstrip, into the EXTERIOR masonry. Window may be shimmed as necessary, provided a JAMBS minimum screw embedment of 14" 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 +' X 28''. IF NECESSARY, ; THROUGH If using lI " thick or greater wood buckstrips (not shown): USE SHIMS Window installation fasteners should be a minimum #10 X &I ruWHLINEN TO• _ wood screws, installed through the window into the buckstrip. KEEP PLUMB & • • • -_-_-_ - - Window may be shimmed as necessary, provided a minimum 1� • screw embedment of 14" is maintained in the buckstrip. Window d fasteners should be located a maximum of 4" from each corner and ��PNRd maximum of 18" O.C. The actual size of the buckstrips should be d' d''fIACON� no less than 1+' X 21'. Buckstrips should be installed using • SEALANT BEAD SILL minimum+ X 2+" 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 ARCHRRCNRAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. IAIR ®MERICAN AMANUFACTURES may be specified by the project architect. Wind and design pressures vary within each state and MEMBERT1 county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (1130 DP) wind Tampa, FL•(800) 282.6627•www.NuA1r.com load requirements (per AAMA 101); please check local building codes for exact requirements. FRIES 200 1 INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS HEADER 1& 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• except door sill. All gaps must be sealed. Buckstrips should be INTERIOR PRESSURE pressure treated yellow pine, spruce or comparable lumber. In TREATED ueKIP accordance with the Florida Building Code, a taper, or bevel • on the buck is acceptable if the door frame is fully supported SHIM by the buckstrip at both the interior and exterior. NEEDED �FASTENER If using k thick wood buckstrips: I; I Installation fasteners should be a minimum 1l" X 24" masonry screws, installed through the door frame and buckstrip, into the ' masonry. Door may be shimmed as necessary, provided a ----- - minimum screw embedment of It'is maintained in the MINIMUM masonry. Fastener: should be located a maximum of 4" from �I I REt)OM- each corner and maximum of 18" O.C. The width of the MENDED buckstrips should be no less than the frame frame of the door. • • AFTER JAMBS HORIZONTAL � If using li " thick or greater wood buckstrips (not shown): K Door installation fasteners should be a minimum #10 X l? AND B 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 MILL INTERIOR VOID WITH IF NECESSARY, MINIMAL EXPANDING FOAMd : fasteners should be located a maximum of 4" from each corner C. d USE SHIMS WHEN and maximum of 18" O.C. The width of the buckstrips should KEEP�yLL be no less than the frame frame of the door. Buckstrips should • SEALANT BEAD TRACK be installed using minimum j�' X 2}" masonry screws, to maintain 14" embedment, and be 18" O.C. The door depicted in this drawing is intended for use on typical construction. It is the ARCHnSN responsibilityDf n ers t0 determine if it i applicable. Additional th term e s app cable. ddrtional flashing, vapor barriers, etc. MANUFACRIRAL MANUFA(7URE8 ASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state and J& MEMBcounty. 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 150MPH OR LESS (per FBC 2001) HEADER Sliding Glass Door Installation: Installation fasteners for jambs and INTERIOR should be a minimum #10 x 1" screw. • • INTERIORheader Installation fasteners for the track should be a • SHIM DOOR AS minimum 1�' masonry screw. All fasteners should O FASTENER NEEDED have an embedment of at least 14". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws. It is recommended that all screws be sealed to prevent infiltration of air and water. ' ------- I I ' Product may be shimmed up to 4" if necessary MNMUM I I ' JAMBS '� AM ED Weatherproofing: • AFTER INSTALLATION. SEAL Flexible flashing should be installed in a HORIZONTAL JOINT weatherboard fashion. The top layer should overlay I> AND , B K any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. MILL voE � The application of the weather resistant FOAWITM MINIMAL EXPANDING FOAM d' A USE S�FN� vary barrier will v based on when it is installed. If it - IF PER CODE INSTALLING TO is installed after the door, it should be tucked under KEEP PLUMB & the sill flashing and overlap the jambs and head • SEALANT BEAD TRACK flashing. The door depicted in this drawing is intended for use on typical construction. It is the AR°1"CH1T c,mAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. 'I' IMR MANUFACTURES ASSOCIATION may be specified by the project architect. Wind and design pressures vary within each state and wMEMER 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. L•] 6' 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 Yastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONT, AT OPENING SIDES AND HEADER, " 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME 1 x P,T, BUCK STRIP AND HAVE A MINIMUM OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS, 6' 6 EVE 66' SINGLE DOOR DE V r r r SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES jai a r r r r r r III III 11 I II I I II I II III III E E r43 r r r r DOUBLE DOOR W/ SIDELITES .PACE VENL I I L I I E Y r r AoCREATED 01-02-02 120 MPH 3 SEC. GUST DOUBLE DOOR SPACE 7VENLY JUx► RLL i++'+ �«ap7EONAL 16 9/16- MAX. TYP. 2 3/4- 0,0. TYP• AT NFJtD/9�LL 4" MAX. AT HEAD SiLL CORN6 NFAO/SG.L SEE COLWiN 'A' F11R . W ANCHORS AT�READ OR sit I ! 3YPICA MF,l EMS ' TESTED UNIT J'hf. ApPRM QONEIGURA i�0,145 GLASS WIDTHS TO 6E EQUAL ON MOVING yI TYPICAL ANCHORS �A xo FR_OXB>< W WMDIV DIMS A DOB - ANN DLABS WIDTH HEIGHT Wa. (*} INT. 24" 36" 481' 601, 72" 24" 4 60.0 67.0 4 60.0 07.0 6 ' 50.0 67.0 6 , 60.0 87.0 6 50.0 64.2 24+' 36" 4811 6011. 72° 11 36 4 50.0 67.0 4 50.0 64.9 8 $0.0 54.3 6 48.8 48.8 6 42.9 42X 24" 461, ,t 60" A8 " 4 80.0. 67.0 4 60.0 60.7 6 38.9 30.5 8 36.1 36.1 37" 53418" .V' - 28" 4 50.0 .67.0 8 1 60.0 67.0 a 1 60.0 50.1 37" 63418" 741' 38.318" 4 50.0 38\8 6 50.0 50.1 6 99.6 • 30.6 37j1 63-118" 00.618" 4 46.0 46.0 6 363 36.1 A P GIs§-8500 OF ANON IRS PER HEAD SILL' ALUM. HORIL BUDING W NDOW ,CQMPARAT-M ANALY618.0ART BASED ON Fit. 1130 OF 07.21.95 TEST SIZE to 721' X 4811(OX) DESIGN LOADS 0 • BOA •43.3 PSI= WATER INFlUrRATION TEST - 7.6 PSF i'ESTED GL S Ds0_ANNEALF+ , •YFIGAI; ANCHDRNi SEE•ELLNI./CHART FOR SPACING - ` 3/16" T_ _ APCON INTO 29Y WOOD BUCKS OR WOOD STRUCTURE t" MIN. PENETRATION INTO.WOOD THRU tI3Y WOOD SUCKS INTO MASONRY OR DiRECTLY INTO 1, MNRY 1-Ile MIN. EMBED INTO MASONRY . MUM EACH VENT CORNER SEALED WITH WHITE COLORED SEALANT. -'Pl�'EpiiDLER• Wt 1--1 211 X 1/4" DRAIN HOLE) AT 1-3/4* FROM EACH END tP.TJ WOOD Sufic ft.M.S ' - NOT BY LAWSON IND. ifi�0' MINI WOOD IMBED MUST SUSTAIN RHPOMO . • S 1/2" FROM CORNERS LOADS �go MIDPOINT 3/16" ANNEALED Q"SS . SHIM! MAXFIN FRAME INSTALLATION CLEARAOMSSIVt 2x WOOD BUCK THERMA"'TRU 01"DING COMPOUND HEAVY DUTY RAIL 1. THIS PROt1UCT Is OESO O As PER 114E SOUTH nORIDA BUILDING COOP; 1994 EDITION FOR LtIALti-OADS COUNLY Oil 2001 F'LO�iDA pU1LDIEIO CODE. MCC 7 USING CORR BP"HO LOA011• ZLq„ 1/4" MAX. SHI GLASS NN, 1 " ,� O D 10 S.M.B. IV MIN• WOOD EMBED TEST UNIT SSE SCHEDULE BELOW SPACING PERFORMANCE SUMMARY KEY DIFFERENCES CHECK LIST *00 FOR HARD LOADS AS' 1-0. a. WOOD SUCKS ICY CMERO MUST SE A1ICHOREO PROPERLY. TO IMSi>?R LOADS TO THE SIRUCTUfit;\ ,6E7" 2 x FOR ANCHOR iTYP.I 91vt2■-11-r 2. ANCHORS SHALL 89 AS USTE0• SPACED A5 SHOWN ON OSiA1L5. ANCHOR 011110MENT' TO BASE MATERIAL SHALL Ott BEYOND WALL DRESSING OR STUCCO. I A 13 WOOD BUCK OD B q 1.875 t9 TEST $t7.F.t'�, ;j/.w1/B" is 75-�/�.•• TEST aNGE: i-ve TEST LOADS1 .94.S. -94.5 Pap DESIGN LOAOSt 063.0 -63.0 Pap Rou h o enin s are 1/4` smaller on each side and 1/4' smaller on the g P g 1 Therma-Tru I� WATER 1NFILTRATIOM TESL- 9.5 PSI' header than standard rough opening dimensions, 3/u"-�►Ntt CLEAR AOM581VE 8110ONG COMPOUND TESTED SCREW SPACiN6t 1S-3/4" a 10N3/4" r Use only a maximum of 1/4 thick shims. • OLAS bI1i�+YM tBl?� T r f3 "DLA G p i;6�PTH {Bi�� � NON -IMPACT RESISTANT ' Predrill the jambs and headers using 1/8` drill bill Predritling • • , 16WIDTH MN=• increases structural erf ormance, P ►- �•�+ "-' • P1AN VIEW wNIDDw WiDTH . 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, • ' 9 1>ws ~ "_'�• nd it e insufficient anchors and should not be substituted for no PAM Y QUANTITY OBSCRIVU80 1IAT8tIlAL IdANI•./St)PPtiBil/REIdAAKs I L-733 1 MAHE fIEAU 6069-TS 8 L-7BI i ran SILL a4a3-TA .. '• 3 L-760 E (RANI: JAR% 506346 " 4 L-"4 i FIXED RML 6D63-f6 5 L-772 L VENT MWING RAIL. 8063 i8 " 6 L-70 a/ vENT TOP AND I►OTTDH RAIL 6068-TB . 7 T.»7sB t JAMB STILE 1063-TG ALL"NUR " ' DLL FGRIiEtt 8 L-787 AS REO0. GLA2tN0 BCAD ASSPEL-1 SCREVS - L 9 FS-006 AS =1 8 FRAME/VCMIT F7X. RAiL SILL SVS LUIP1PS -rig X 8': P,14. PNILtiPtt IQ ii L-770 A5 ROOD. VERY JAMB RAIL YjSTRIPPING VINYL 1140 �v .-a - DVS-tMl3 AS REOD, FIN SEAL WCAiNERSTREP-180 .i87' X 419' 0920-6001~91 sZ . PWS-005 AS RLOD. FIN SfAi. VEAINtRSTRtPPM .t9i' X 'DDa C183A-506t�71 I3 14 PVt 004 AS RtOD. FIN SEAL W6AIHERSYRWPFINW '• /t5?• X .3t0' C1430-60e1"91 Is- . •• 17 L-7E8 6/ VENT VENT Fact; OU1>M: PLASTIC AT :8-1/2• FRBI! "BE o NIDSP It. L 763 E 2 • VEIN ROLLER M MING VENT RQLLERNiMEEL Arm MASS AT i3ACH IOgt 19 L-764 ' >:0 L-768 1 SILL TRACK iNSC11T 1 T6 6063-T6 AT S• FRON ENDS at L-741 P/ VENT VW LATCH E2 L-7003 . 2 VENT LATCH SPRING W2 a �1" X 311 B" WEEP HOLE) AT 2" FROM EACH ENO OF VENT ' ... • . TYPICAL Al ! 8 12 � I8 19 i W1 . Y12 9 TYPICAL ANCHORS TYPICAL,ANCHORS � 61E4 •'--I . I.87S 1 T� I.tE& 1.437 8 1.014 .708 • I• - .749 L FRAME JAMB FRAME HEAD •-• .BIZ -- •_-_ Aa8 L IYA. VENT TOP/80TTOM RAIL I--•-NL875- jkJU .080 .92� ,q18 SiLL TRACK„ lay OR Roy. VENT VI1liH VODD BWXS21 W4• SHIM .+..• ' I f3. X OFt •. P 5 !.i t 1 • M -. � .•..1. �--» 14 4 1LLIDP %.xTt t=• .+ ., f; EXTERIOR N V WIDTH xa LAva11•c � q PDX P{)X OSITE -•» : •......•• ._74 e 1 WD RW= . ' 21 It HEAVY DUTY I MEETING RAIL x, wry, 18 5 ti J HBIhNT „ N 14 SIM,S. 1S/ MAX, Ii®7" 1%11 MINI WOOD EMBED jlp MIDPOINT cORNERS 114" MIN, WOW 9MB50 2 x IP.T.1 « 1P 5-1/2" PROM CORNERS WOOD BUCK 2 >e (P.T.) a MIOPONT WOOD BUCK FiFA_ DERt & SILL SECTION. ALT. SILL SSG., ON NORM 1 THIS -WINDOW SYSTEM (S DESIGNED AND TC4TED TO COMPLY WITH THE REgU1REMENTS OF THE 1994 DAVE COUNTY: EDITION OP. THE SOUTH ' PLORIpA BUILOINa COOt;.t9J4B.E,1 CHAPTER 4 :CNAPTBR 2l• CHAPTER 39. • UNDER THE; SFEtIPiC CONDITIONS SHOWN ttN fH16 D>RAWIN6. 3/16%ANWAL.ED t� �. 8S-HD RAIL WINDOW OOMPARATOM . At4ALYM$ CHART wNe I311SIGN WAD OeNE 'CAPACI fY-PSP WMTN POSITIVII NCOATW 10-tIe • 63.7 • iitee • . N,.NNHI aa•u: as I• • NI.N.• Ala • • ]ttlz . « N! IV Ras ' ttt�. ,"�1 "12.tIS as 3 ilea 1t-tie saa c:er sa-ua ae•3/a i313 ae.rr PNNNNI. t5f ..nNN«t« ... .. �s . s3�+iJi' ita ' • . 1 ' ea.3 ]taa 26.1/i 1t0.•/i/e all lDP.e MNiNIN. M1 ..t •' • N !> UD ' 62.2 N.t.�0a'0� . 1N Ua Na. N�NIN• : 1•i•- 3arlli Is .tit �f/# a3,t 2a97 N• W 26•112 a' nIN . fill I"• ITf ..1»,N..., 6t,3 .1...... 1aa,•, 53-11e all In it -we 61.3 aee.A . • e3-U0 •NN«N, 61.14 6%4 • 7. 211 WOtMt DUCKS SHAL! LIE INSTALLED tNOT'BY LAWStiN IND.1 AND ANCHORSII NQ iNPARtNTN[SMSeIslcA7Ls No.Of SO THAT. THB OUO.WNB IMEStSTS THE SUI$BttIMPOSEO LOADS IN ACCORDANCE c ANCHORS, PC" 741tt111 • WITH REItUiRBMBNT$ cTP 199A 9,P.D.t.. • ! ANCHOR OESCRiGHO IN YIDS MYOUt' ARE AS PER TESY UNMT. 0Tt1ER • • CONDfTIGl1t5 TORE ENO1NSEi1E0 SEPARATELY. L ANCHOR CONDITIONS NOT DESCRISIM iN THIS DRAWING Ant in BE ENGINEERED ON A SITE SPECIFIC OASIS. ... „,•.• .•„ ..,, ' 1 x tP.T.I WOOD BUCK APPRODEDAS 0 40 S.M.B. NOT BY LAWSON INb 84tIT FLOM 11S" MIN, WOOD EmlIND MUST SUSTAIN IMP a A AS SHOWN ON SLEVATION 121116 D1 POR LOADSEIbA 8Y • 6M N 10 S.MS, +UMBDlANR8W GLASSNN. • • T ,� I%- MIN, WOOD E,NOED CLEAR ADHESIVE 114" SNN•t • OCODE CORMS a, DING camp MA a d v( 4b Mtn Rp ACIZ*ANGSNi WMOOSUCK 1.1E " 1 3 S/111(��" O TAf ISt18' SCI1E01 ' VL" KA.X.. • BELOW FCR SHei OF ALICH1141 + 0-9na- TYP, -~�---� a na s ar , 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 Jconcerning astening the buck to the rest of the building structure, E CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONY, AT OPENING SIDES AND HEADER. ACCEPTABLE p *)K lA x BUCK STRIPS WILL BE PROVIDED THE 3/16 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME 1 x P.T. BUCK STRIP AND HAVE A MINIMUM • x, OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS. N r r r r' r 50 r r r r JI 6' r r r I r l 6r I l- 6' 6r I I I I( I- r 6 • (((jJj „t - - - tTYP 1. HAW. ELEVATION FIN FRAME SINGLE HUNG WINDOW ITYP..I EVENLY EVEN Y 61' "A 1TYp i ITYP.1 mM a / N ADHESIVE Ilk " a~ ' " 1 a COMPOUNO2 x iP TJ a ( t ! • .B S" I aN Vi .8 6" ANNEALED GLASS • 3/16" O TAPCON H1xAO�tJWTIGt ItAigLIJCK C I] " � 4" FROM CORNERS TP.f3 ET ' + A a ' t ` a PER O R1:PERIINCBt PTL-169012..0-97 J • ; :€ + 1 x 1P.T.1 TEST SIxEt 53-1/B" X 7A-1/4" cl miA'nm IIr YP.f iT M GRAIL a • a . WOOD SUCK TEST LOAQSt •94.. -94.5 PSP TEST$ 9.S PSP MAX. 6" 114- MAID ORSIGH LOAOSt +J33.0. -6'J.0 PSF t=LANBE iiIAME tTYP.I SHIM WATER MPILTRATIDN sINGLE HUNG WINDOW Tt•ST10 GLASS3 NtALEO, .7J:g" 1401:. 1AM13 SCREW SPACfM ANT 6 & 17-314" I An t3 I 1 ae�aa aaHEstq�••_ . i T � �11 I�IONT 1 1 �••^ f� J O It !B 4 a+ I7 00 $ 4 �' 2 ' •1418" MIN. 114 MAX. SHIM ' .toi4P.5 ' a t08M.S. 1_ME oS. NER _ TY J%" ION. WOOD EMBED S R . 3/16"0 TAPC0H5 01 A" FROM CORNERS . pI 6" FROM CORNER$ .2 x 1P.T.1 WOOD DUC • HM@ER & SILL SEC,QT 0,�ON , ALUM' „ Ync/ CORNERS 1'tH -bloSOW 1;Y8:8M t!i pESi0NE0 ANO TESTED i0 t:OMP1 S WITH THE ALT, f'1EADER & BIi.L SECTION --.OMW WA RMiGtMR4BNtiNTS OP TH6.1994 GAGE CGUNTY EDITION OF 7HE OUTH 0S8 ANN, G1AS5 UNDER 714E BPIF C GiiNb'PrIONs'SHOwN ON 3ffi w1NR•cMAPTER 88, i sl 1t1 OR IS, wtrco ButK$"$MACE g6:INsrALf:E13 Ittor:I)iY:LAwSGN ul0a AND ADHESIVE f ANGNt $0 THAT 'iHf1 BfifLO1NW RSS18T$: THE BUPEIttMPOSEO LOADS IN C,some COMPOUND ACCORDANCE WITH RHOtRREMENTB OP`194b S A.B.C. B _ 3. ANCHOR DESCRSED IN THIS LAYOUT ARE AS PER TEST UNIT.OTHER CONDITIONS 10 OE ENGINEERED SEPARATELY. J:, ANCHOR CtINDIlPft NOT DESCRIBED IN THIS ORAWINd Aft TO OE ENGGNEEREO 11e.IN PApt"I"13115INVICA12e NA, Op ON A SITE SPECIFIC BASIS. ANCHdRS out lAMe , dI PRALt RQTMM C08NER ; 1 0fl11t L0.=11LA88 HD HAL WINDDW OONIPARAMVE • ANALY$18 CHART ION LOAO OAPADCIY- PSP am W0DOSORMIWB OuttlliOODMM TAPOON 00=0ODGU TAMOM XthrooDBUCIQ WJOTN Now " OTY, 0 00iltwt Ne0AMI: Om v ism POSITIVE SIGATrii tI7Y. OF POSITIVE NCOATIVE 11t•ae aaa:a7 �3,,s„-, »»arc •., awI geea .NN«N«1 a•a i. 73.7 ¢•�1•/•.i as (\+.•, •NNd6N3aNaaN . ..n1t4la.1 N. .•N a73 ' 7CE «•..IU.• all III&A s3.s/e aia . ' Till: se,�" Tao rift ess 1f•1/8 4atJ 47 . 2123ee•. • NG3•t/NeaN • •.. a3. N.24%1 ... 119.5 . 43.1 .. 1177 Nt 33 NI.NN tai7 ]T 3e-]/e isi «w.« a•..• l.9 • •"4ti3 R16s3.0 ! 111 .N667333 .N ..IwN 43 •e7a. NI3e.INa3..• .••. 63,3 eye? 43 aia 03.e n•1/e Asa lee.' . ..•M 633 itta e33 N .IN .117.9 •..N.I.N 3a-1/x N , 4l.3 N INN 414.3 let 61.3 .....NN»..» 39.2 ... N». IiL3 ttL! N N . 37 won 111 . » a= 2 1718 67.3 67.1 a13 IIIPA 53.1/t 13.1 OVA - - 63.3 atG3 t9■Ve 67.3 ZOAA • ' all3 1 .....NN pal NN,rNNN•. alai ' 129A ' tlel • N.NN..... a3.i • ti7 9 ,•../1. {�( e].3 ... . seA ,,• ssa"•I' •....I«3 uta •' ' I..N .. ]7 et: tat ..... « a?.a 1,. 143.9 »N� I'3. 61.3 l9f a3.a f7.i `za•iie ., a]a i],e Ras ""sea"" Asa AA t!•t/e. 4.3.3 ins 03.3 ' •� 1te e �• a N.It • Nlel��„ a3� N +,�•-• . t.i ' ••• 37 63 1T1 • a3.3 tee61.1 • •.t • 0 . a73 92111, 11 1 33-ue • •\NN 43.3 ea7 so.s sell a3a edit• 43.3 1eo3 GL3 .. • 1111A " e3.a teL? ,19.1/e 26-1/3 63.3 $eat sea S&I saga +Sole 'eat . Sale a3s s;A s», i3Nt/e 59A 0.4 feS lb.0 7030 H.w. 371h cr. ' � AvWS f'�NtMWIleom' 6gQAial1�14i �V 6'.IL 1 1 1 If W , 6' 6' SINGLE DOOR 6. 6 i I SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES Grs±r t li i e i��� i rl i■ r r ' DOUBLE DOOR W/ SIDELITES AoCREATED 11/11/02 120 MPH 3 SEC. GUST t 'PACE .VENL' >' 6 DOUBLE DOOR r ,PACE ',VENLY FIXED MTG. RAII • _. J �tT I "$•����QE F sE&�s.�soo PiH r�AMs -11P UCT SP IFIC CONDITIO 3" I N N. w. Wit ."E 11N�rr_PSRk•�R6d�s��� ' 1 DESORUPTIONOF I' aU A UNtTPt{iiif,�FtNIANOESt1MMAf1Y A TH"""') j LE ATM 'Lit fLANO[ FRANC AL1JMarUR SamtE /IUNa N6vpDN SINetC NWtD NaroOW OASlOONFRr1000 Tttsrsue.ssen'enus-•tANSehovJJ1N TtIT t0AO5 • •9R9, tts ►Sp tt an fa NO.Otxxl p5p Mf10RNFt41N1 Ttb site•Ssur.Tsui•.F,aauv[aep D 1DCMSTNItLio 8AO4 i t y pps�}t Mb.000K F LL7 latlRAMC AtURINUH It �12CL: itlilllAT1°a' W4194 WL"ATfONTtf 1 • P,p - rt �/I �� MAT[Rflglt.TeA-11�ON_ T[Sr • tSPat iCAKlISH.7500 1PLAN0[OR!al/RAMC) +_�, MAROEST i99110 WbTSi 0f •• Tttica z o2bA; tuft J41M 6M[NSpatllO.19•sJt-i it•7/L` B vuaAax�Aub tCfT[OaLASS r s "AttJAR.ftAtlWip�ICM* AH.7i4•bte.s/t' 1.7 hVEa_ L,usj,,s-, L7 t fGAMM& $3 I/r- wtd• a 7t vs-Pltn • t t/i-dttp t.32 Fall It Mrw>ae %15 W Wth ■ t T/r-sets ✓�/ ,A[l,OlouFm t*.r"tbb>101Tt RAST iwt n.TLOArsi .4 01194 / A/. �g,1 NyWW10�.Ot .efUO0F7r _ SAS[DONFTL•ItTf TE57SK!r!ays•a6s••%IKI+OVCRtl Ls CtNUIDURA1aNa OIx T tJJAOS . •aT .a s Pu ►r Da i• Va eOUR F t A=+stA � w 50I' �ap� .uj. " sis t ae tla tlubtt P , LOAbI..H,T..t1Pfto Lf ( >c 4QPMyratSKAROEfT TlSTCaUlnT6! Us FLAISMI )O 3/f- widt a St 3/t." MSh C OtA$S. Max. AN SChtN SPAM. is -lit, R 17.714- Tt5110 OtA58. NAx.IAMb SCrt►t flALtai.1Y L Ltd iaA to 7Ja" wide a aL 7/4• "h PICF.ORAtWaI•►97.1r1.•OF (Rf/.oRAY/rle wtt'•ISb 7 W tJ 2 L1AAi iiA1.��F1 Ay r }InCS: 2.1 PRAHC AND VtNTHATCRiANA[Y10W8 ALLOY t063-TS S ft I%#' lo0tHk erttattat SrAtb t:LEVAT(ON tAlkOiutlt IM r[fT site * Ss ur e i FLAN4t[IaVCR N i T A_.l�t 0.•:I *SP UP Da Io Ma MM OLOVATION r ' I x iP.T.1 WOOD am! Y LAW�Sdg tK !RS'4'WOOD tHaw N"MUSHOOT T SSIIsMA RtP43i� AS 0 eLCVATNIN 1SEt ctu LC t Ow,POR LOADS ' +uHotR oP An. itf'�Ai#7. +' L" '' a le aH.B. ; te,ass i i A• tit" MAIL WOOD villto CAR AOftEstVE 1/4- SIDE 1 Ho1NCT NCRS EDppm��ra��TppeoHa �t d i t •• :MiDORtN " i 3/ Y Tat+CONt • ISE'�ttcHpElg3tu,e u 9ta 9 N' OPNieRsl • •°a • 1 [HOCO. iaa g .aft, . nriNltAUeSJLMMR00w CtCAR AOHESIYE • sa LLE OLATNO MATCMAL. 3116• ANIKALCO CLASS ,LAD, 04. 381se, l0te.41t911 PIANdSfRAtflS N't9d100W ILAL Ne.1f93. si%; A 1tOS1 796TC0GLASS ■ HAx. JAHO %1RIW SPAda l t tt• 4 tr OSO AfdltALtO CLASS 24.2 OtATNlO f1ETH00, tOCTtRtOR OLA2t0 USa+a Q CLEAR tOLORCO AOHCWt Ip0„p,1AiyMRt40v 1.50! •SaKOtIC" OLODotO tOwom t0.t,»OD AND ALUr1MNIHR Rett[o 4kAlINO OCAO. TttT St2L • 3i• a Tt t/i' - lGAHa[ I1 tW[a 0 t t• Va 511C14) •ILI 7 i i DAYUONt OPillafb still R,AROLIIT 7141CO WETS) fat FRAHEI eCSt `AO_. 1 �tL • 014911 t101NT, 44 7N" west a 33 WA- MPh CFLA#M 04 OpWsJLC vtNT, A4 716• wtde a 33 Ni- high tftAN4[ OR nIi P11AM[I 7ItT tuA • N�yt. JAR6SOitII A . H-I/i• t tt•)/a- pRAWINO k9P•tn•aD111 1103tst t s , �r EaylimX7tOw ALG ALOIOIRRe SLCINRIS tR001' ttp. van.}. DOT1 JDaIT. MAHE CORREAS OtTA L xe. R•7t/t SEMtr ORAtfdlet ORlAt 1Rtti LJtWfINa% ARC ttCVR[a WITH TNO sr a 3/4- SMCtT HCf At StACWs AaO xN•ti[YKN /. to PITr t'.�IL,leh Trees ta4fL-ANen Ji14tOfJSO[I tale.%DAG?*Mb fate a L07S' QetA tpMa tlt•7SOa p. Aj ptsisoM N�� AKMTPCNtStRATIMN TLtf1k0 3.3.1 /LARUNtAtA SO110 6061-Tf O.7t9- e%t, 0.7t9• •ai. tsa%a OA07.1o1. late a tr75- dteP (ONO. NL-1611i A��tL � M KAOI SOI.1D a067•Tf 7.7 2 FLA10t JAHat, SOLIO 606i•Tf t0.i-erl, latq w Ltsf" Ent. fart x LbiS' darp IOWa aL•75 u • an Malls , SOLID 4047•Tt tt67• eel. Tot%. a 11TS' ant. test % 1.475' deep RIND, aL-751 2.37 FLAaOi SLt, SOLID 4063.Tt OAS7'age. fate, x 7.Ift•lnf. tote r stir dato (OWO..L•7f971 'W tat, t0t10 6063-Ts 0.187• aer. rase. a 2a9r Ow, fete x t0'Ir deep tOW4L RL•75301 LL16 1KT1n10 RAi6 STOAtfalloN 6062.Ta L09s- aat. face. a L59t-Ens. fate t 9,744' deep Iowa.OL•75031 VJ A H[ IM RAIL Has HOLLOW 4063•T6 tots' m,1, fate, s Ltlt-lae. test ■ Mor deep town. aL-73411 2A 83>� fINfITAiVltdh ALL ALOHNRNf SCCTWM W"r ira-aril• OUT' JOINT' lop Afro BOTTOM vCNr toRtltas ARt StCUREO WITIe TWO 48 x IJs- SNECT METAL SCRtWL rviouttan%go Alum Alto 2.4.1 V11P RAR. STOA HOLLOW 4063-16 LOGO- let. face, a tt [• tn1. fate x R7ta" deep town. xL-75051 top RatL INN, HOLLOW 60N-tf 1A00" ter. Cate; e IA3r 1nt. file a 07f0• deep lawn. 01.454111 L4.1 811TIOM itAILI NDtLOW 6012.1a U64' all. fact. x L90r1A1. face a attt• deal IONa bt•Tfi61 1.4t JARS RALt SOLID 4047.T6 Liar eat- fate• a L46t" 1M. late a O.sir deep IDWn. aL-75611 7S IMAtaMURIPP.1xb tellJUO eo.r.T•Ne•. 14.1 ""It kov O.IW vide x .376• Nth VINYL auto AT VlN1 BOT10M RAL 2.1.2 "a Now O.qr wide a af0•tdfR PILE W1TN IRTMA1 ptASTA Fat At FRANC SILL 7.5.3 Skof Row 0-H7• wWt a ,11r Idtlt pRC WRal ls"CORAL PLASTIC ON AT EACH VENT 1AHO RAC: 7AA $Mine Row O.tIT• wide a 310• id0h PLC W1tif WMRAL PLASTIC fat AT PIMP MIND RAR, w//rr. hw.rrtAlinN.'�'� 7 at TWO SPRUM 16 PULLEY DAt.A14CE - JW C•..P. t A7 Eaat PRAHE JAHO •-7,4•� two SPAeiO LOAOCO AtUMMUN ROOK -LOCK • , 2 AT SA. CND Op OTT OM AIL . DOC ZINMNO LaAOCO AtWIIKiA NOOK tack 1 At CtNt[N Di C aTTOM RAIL to 3 fONI PLASTIC VENT al1tItIOR FACE GUIDE - fiat Plasths 7 PER VENT JAMB RAIL ?AA IWO � VICK TAKC-OUT IIALANCC CLIP - JN Coro• I AT CALK FRAt1E JARS L63 1W0 'OAtme mot 1: LAM - Ht1H PfatNts i AT CAtll 9P Of VC,IT TOP RAIL s.6A Iwo pvt •U' sl"AP[ vtMr STOP - "and, WAYS C.• 1 AT TOP OF CACH FRAH[ JAHN 7,7 wtfa wmrs, - t7.1 t I' KEEP ND� OaC AT CACH[ao Or SILL 5CRttN 191AU1[R AT 2.7.E two 1* WallIt Sir Have" Lt wTCN,LWATC bLL FLANGE.I I ",P"ONCA t1W 1.0 SUM t10NC UStO AT TEST- !ONLY FALSL 0(404AYWC t"11405 ARC ALtOW901 lrerrN•" Tr•r, Alum Alto t LRI tx7talon"UNTINIHOILOW aN3•ti 0xls�wide■Lt73•hi0T1■.04s'Irp.Witt tawD.rt-7Sf7i 14.E DTIERIea MaRl h SOLED i467•Ts L1l5"high • ,072-1rp wN iaWO a1.1t131 ?9 a1alF0ftttMafh IrofK :>>o PADS, , . MORE - .• ' 2A2 SCALAUT11i • fRAt+; CORfILRS, rRAHt MG xISTARtATtON SCnCWS A,{D flxtG 11EElOM RAL AT tR01t NCAC ECM90 Wit" CILOOCO 5CALANT, "PURVIS SUPER tBAt' N A-- W FRAME tdAA;' amp "geos Mo. btst/aPTI01f Rt1JJaUtt t t-Test t fLANOElnARE NCAo 7 1w1Ns / fLA+10ClnaMtflLl 3 t-15O4 t ftAt1OtNAK:" + L•7f» . 1 fotlRAtKNCAD 1 [•tf7t 1 ldifRARtfAL 6 t 7fZt ! FesfMUK" 7 t•tta I PRAM#01101W,STO, 4 t-tlei t v[RT Tm+RAL • Ira 1 t 75N t ANCla1t0RAa•tta ro t 110E t Y[NTTOPRAs.-tfa . /1 t+T506 t 1KRl0t1T10HRAL 1s t•ritT t . titKi 1A118RAn. i7 WWII AS 4141MfLA>yi60tAD1Ut•I ROLLfoRiKDAtWOM01 it t•13% AttCO 0l A0t3IIP'i Itoti A B PS•ON• Ask" fpARTAttTIRtTffAEWS a1S1ALtATIMf[h[Wf TTOItpAaVltTtltl o1sLAtNCATIKa•LT Ier3a•PJ41h1At1Pf bt0a1'Pg6iVf 4< fs-Otf KimWSTALtARONitACWf It FS-tii AS ASeTOOt ftto' apetlla•PtRtIPf 1t t.7S1t w4.OULIPAl .H7•aAf4• O.te1t. » PNf,407 2a Plff-ODE A It RKttlu 1ttA1N[A•St1g0 J!7'eaferl»Tt.aNt•11. .i6T•a,2irltt30•ilit•H t1 PWS-ens am 1114tNtAflas s tJ l•75R fmalk TGb011fA lltllfal t3 MS) tHtNNfAtSEINnITpI It t-1fTt Atlltp7lt fAfHlAtt0yt9t (7aYfJRJAtOi1MW tE t•in t tASNTOpowicAH 7i t TS16 t SASNSTOP ' 1T b!I 1 6i8CailAanitIINANU to 9.1itJ As R[e'0. ' VENT LATCH • 1t td5t3 At YDIf[AItMiPIMaO Ti alttM-i . uAMM 31 ttttt•-1 xaL;NWART 13 t iSas t fmom/ LA.R Lif AlxxltONAto[at1IPTroN LANSOI�IxOUftRKSrotlltthCAT16 L .. • • r' to Si 7d woo DUCK {ratll7N 1101 RY LAWSON INC- is t0 S,H,S. MUST SUSTAIN IMPOSED ' .. in- NWT. WOOD ENDED LOASS 2 1141 AS SNoWN aN ELeVATION A 4- MA iTY161 ISEC SCHEDULE BELOW FOR ur-AMR. ;TYPa N NtNiSI aP ANCHOR9I GLASS e 'N io SJ1 S. rY 15 1 �itCpa C MItA&- SIGN JIG- rmWMCHOED 1 L- FROM LORt1ERS CHPau" `a itonoNT • e • "IA M list- 0 J • - - Inif SC TAPCGN 0 w�D UCN f7 3 r BELOW OR NSUI�11jE�OF AWWRSISim uR r go .7t1a • t► • �• +' S �14 { r • Sf'r'1 • CLEAR ADRESIv! 2 Is iP Ta 30L1155 1� ; DEODt10 COMPOUND NODD DUCK / 6t - OPEN telt[la O • //// $W 31S'GLAZIHG I • atpt 15 PLAN Vi 30N NFALED GLASS • . d 3116" 6 TAPCOH g1x�'pO�R�apx�{ W DUCK C " • I' t- Pita" CORKERS iSSi UN1r RA11. SS Lost• it ' °' E,tcls}tMAI+tt7E9�MMAfiY_ 7 t•L2 r- b r - f a iP.�:l s Fn_to92 t:-D" 4T ILYPa D ! .• 4 . r DlJCK RasERENCBt r j - tI 91i ! lt. TEST STYE. 57-t/8" X 74-1/4 I..ri.. f- "Alt. V O 2 1 TEST }-DADS, •69.i, "67.9 Falls HLEVATION STANDARD DESIGN LDAOSI -45 0..49.0 PSP FIANLiE FRAME ITYP.1 I ' MEETING RAiL 1 TESTED CLASS' �" 81NL3L6 ttUNt3 W1hIDQVIi i A .Ti9- MAX. JAMB SCREW SPACHflf � M114- IL 17-3/4- Q y�jHt1dN1F- OM+IOq 1' I L•J CpJ --a so coon 'JSIihiANLE�i1C& 1 0.Nr . ACCEPrMWIQ 't0i 2ly'P-- !- ' 1 • �• • •. i%t6'+7ApCONt r ° ID t•:ROH [anNCRS 2 e• tit -MAIL. r4 Stu" • . 1 T/t" MEN. 1kr EMoto. , CalDIST. YP. 1 x Ip.TJ WOOD OUCH 4 !-in - r '• 3It6'e TAPCONS >1J b- FROM CfJRNEaS • p I•IEADBR & SILIa SE_ C1-.;, EON_- _ �/To- ' �d ' • - 5-9-cot Uri. t. T� Wn�NDDI► SYStEH IS DESUMo AND TESTED TO COMPLY WITH TNC REgIBREH SOP THE 1994 DADC COUNTY EDITION OF THE'GUYH CHAPTER 3S. t 7 • ALTJ IiLADER '... ��� &SILL SECT OjE) 3I SPECIFIC CO iNDITIONS SHLOWWNNOOf116 f TH�ORAWU1 ICR 2) A lion 2 a WOOD OUCIIS SHALL Ot x1STALLCG toot BY LAWSON MMI AND ANCEtORED SO THAT THE OUa.Ome RESISTS THE SUAERniPosco LOADS RI C WITH f 941111 CMENTs OP t94t S,p.O.t. AgCORD 3. aHtflWi OESCRISEO Rt•TWS LAYOUT ARC As PER TEST tJMT, DTN[R • CONO(TW"STD at VICa EtREo SEPARATELY. S PDT D IN tollsOnAWatO'ARi To BE ENGK:iEn{D 1 !� x1MAatNlxt[IS pIIkAT(i Na 01 • L.SCAIBED AWJIOR a NMWf p off 1,nc�5 VCR JAM NON -IMPACT RESISTANT t VJI7ir N.T.E.. . 2oA A JT r2 K WOOD RUCK 4- I (TYP.I 14 SAS"Af1N. atomC0PlPD WOOD BUCK 6 p • t J mr AOCDiO niPTH ial e • PLAN VIEtW LUifJ Gum tat " t« 0 TAPED"If EOMfg" PTL-111" 12.8-97 t K IIa 76ttt SfIG $7`t/S' it 1LrilG L ' NEAVYOUiY IiiQ87S 9 PAL a v vanOUret T�!j�ggT.LOAOSr •94s. •.9 S PSP ' PSP 1 , u4" HA1t. ptS10N LOADS! o63.0 6VA Sllel WATER INPR.TRATIOl1 TESft AS PSP 7PB..T�ytIDy - •711 " .O.�L(►Slil N s 17M314 �"�"�ALfAa0At7T ,GS, _ _ R3TIQJST'J11RTNPACM - - • .[...-l� "6EIAlRNB lOffSPtYtWND 2.2 SI C+ 't �ItlNT W N • 1 1 i + • 0 'M7lS'.ltRL E/i" MAX. SUN • � f"�FR01 L�Oq�f , AAtU's TAPCDNs T K Dbia 6• FROM iORNIRS WOOD BUt EMS & %ILL SMIUN . WINDOW SYSTEM IS DESIGNED AND TEBTEO TO DHPLY -AIN THE Nq T U DE ILL. BEGTION PL IDA OULOW Cq� a OAC.O` C ER i. LNAp rCR 211 CHAFFER •N�rC.i-L. A UNDER 71O SPECRTIt CD��WfDN>i SNOW" ON THIS ORAWINCE. L lK OR 7 a WOW '��1a!LFM SHALL OS WTALtEb 1007 BY LAWSON I N1.i AND ACC C6 I r NCAI>IREMiCNTE THX KRIHPOseO LOA08 IN . ANCHOR DEBCRIOCD tH THIS LAYOUT ARE AS PER 1291 Wilt. OTHER . Cof•1 Too YO tr tNONEERED SEPARATELY. Ai"tNNt CONDITIONS NOT DESCRISCO aN TOSS ORAWtNO ARC TO OE INCOMES xaW PAnafTfKftt NRIlATti labor ON A Sf7C SPCCR'1CBASIL . AftflltnOPdtJA1W If t0 a". tit" Falb Wo E ° • s SifOi+►R Oi11 ATiQti • ' T • 4 R I0 SdMA tLI t SC GP ittEtE � ran Rif M,�aqL am NMI exttEO • ••A PM T A waoq suCK0 ens- R43 " • •• STANQQARD MISIXI a RAIL .7 o 1 ' �r1B•ditslBAtmtM.AB$•Hi1Rlt8. ' ANALYSIS COW'rl}+B yy� Op fODtli p f alsol weir IAAI31?APAt/ITY•P� . AN'iDNB V OM 'TAPOONe POiitwe 11,1041IVi Mina a"AT1VE R R AT111. }IltlS1VC IXeAltvtamwo ...Ea« a:7a • rta6 � (11 N♦ ._M W ..try»..:» '134_67,7 ' " tit r' Jig .H4.A � 63J . «. a" ' 11.a-•tlr/dt diii m w ..-•N - d7J tan. �11 M.-I.Z, 6i;•• w.�IN•'••.•N • •�♦ Mt�r• - 42i .' NON t6.tl2 n.7n to ia ALI • 11 dLS "«'Rice 144•7 i1 Sri— .j5. ii i nine S3-Wi 631 erg ia7 " is2 111.1411 av 1�w1W�� aced qLt 414 .1513t . •« t W d : r :)l.:•, , • ,N�♦' Iraq sNILAll ,• aN/N 21 :r " N.� M« • .. Et•Ur tN 2fa1 dL7 Ilhi •• 627 • qtA ..r• fi 4. to • « N: p7 • NNI ta,t !q , • 43.E NA . 6aa a1 t]`««"3 •-,.•., 62.7 NKr. la1. Sty SS•tlt 17 a " • 77I f.w.» • ire . .rw ♦r•w aLT UJ . 64.E tM0 �. t7fA 07 fig' � � N ilk ' ' 11511 "A �T t" ' aL! l7•t/� 43 dat i4s dal . fit a 1!•!lt am Tess ifs 1taJ► • " aces 1110 'aMTll 6" 1141.1, • 41. 3 .2 •• � ly iLf L OTS" tt tiA l7) aL7 621E an.• 1 0 I Eta +Nlf1>ts PIAN VtE1N ,• . LWUCK 4 • D9134mm-ANNEALED GLASS FLANGE FRAME 't N M TAPtGN ttE6tEILBDI1LSBttOW ix on. axwooD L Buatc IN HUNGER OF SICANDARD RAH» TEST UNIT ' PERFdRMAN©E SUMMARY `41 RCFEAENdh I=TL-t69s t2.11�97 6tn. TEST Sulu 37' X 7A-1/4" x iP.ta TEST LOAOSt 4710 .-77A PSP 0FAM LOAOSt 05w -S1.3 PSP oOa BUCK WATER INFILTRATION TEST! ". VS PSP A- TESTED OLASSI • ' SIN4MAXI JAMS SCREW BPA - /4". i -3/4" Ng"I EAC NIUA 1NT ;,. BILL NN. .: TtVC N[OATIvt L•/ g .}%♦. 1� 71.2/t its �»• w u tfN 13 6s Ras �• •'•t •1t N MipoDtNDED . 'r, N•t10 H1 - 17.a...N - u•.r.wrto. • ! • • • Ip f- PROM CORNERS •� • MAN. : tMr • ' 't�" Tt xip.T:t Dolllb T•7/8•FSN. RNetD. WoODSUEK fb ties . " its :�.r itat ♦ r ..NS �' '«"Its Ens- s TAPNSNIs 1 Ip t" pRQM CORNER ACT'. HFI}D A_& •„ BILL S '40N .. 6a aI U� ' ' Stu "f H D9fl A SILL sECT1oN t >i n. sa's Nr r"'"LS"" r i i "- 0.7 gala : . L T11N Wo100W SYSTEM IS OCSIONE011N0 TESTED TO COi1PLY WITfI THE' OF THE 1�94 owCOUNTY 'es.N+•-0" « . 4 10 . tta�,"' REOINRIDYCHT$ CO1'i10N OF THE SOUTH t00 1fV. �T 74:u4 t1! • « m Lt •• ttab ""litis I FLWIEIA atRLONiD s p.O.C.T CHAPTER 4 tFMPTCR» CHAPTER UHOIER ONE SPIfO!!C �DtT1OH8 SriOWN OH.f1RS 011AWRed. , i "• t . N N Mr is In. �... jj y E. ' 1 x OR n WODO GUCKB SHALL OE INSTALLED RIOT BY LAWSON 1 !!0 TNAT,TNR BUR.OND ItESiStS TNR IIIIAtRiNPDSt DpICATCtNaoP • r ro «• "« a%• AND ANdNORtO taADs; iN ACCORDANCE W"" REMNRC"Ma OP i99a S.FA.C• Pt11JAlERtO w 110 2. ANOM 01$CMBEO IN THIS 11,,AYNHIt A AB POR TEST UNIT. OTHER SEPARATELY _ ... .,.. -.. «. u7""' •ids CONDITIONS TO OE IMINICERLD L. ANCHOR CONOIT,p�S Not OESCRiBCO IN THIS ORAMRNO ARC TO Ot I17M*MRED ". LS 1f.t ON A 817E SPECMtC OASIS. IN 10 S.MS. '% ""woo"EHBEO . 611rPROM CORNERS 1p"WOWT z x iP.T.1 Wow DUCK NOT BY LAWSON tND, MUST SUSTAW IMPORbl7 LOADS SHIM HA g74W1MAX. CLEAR ADHESIVE ION SeaDime COMPOUND 3/16"-ANN. R 10 S.M,B. . TW .60 17" 2 x 1P T 1 GLASS tya" MIN, WOOD EMata 1 ....IG WORD BUCK i2 a SEE SCHEDULE DELGW FOR ANCHOR SPACING { ow CLEAR ADHESIVE • 1/0-•Awes. 9taDV O COMPOUND O ' OCPTH B1 EI 17 Ax O PLAN VIEW .'�. I 6 1. THIS WINDOW SYSTEM IS DESIWNED AND TESTED TO COMPLY WIT" THE w ti REQUIREMENTS OF THE 1994 DADS COUNTY EDITION OF THE SOUTH J. X FLOI'GOA BUILDING CODE IS.F.B.0 CHAPTER 4. CHAPTER 23 CHAPTER IL a1810ER THE SPECJFIC CONDITIONS SHOWN ON THIS DRAWING. D 2. 2 x WOOD BUSKS SHALL BE INSTALLED INOT BY LAWSON WDa AND ANCHORED w . SO THAT THE BU1LOSM RESISTS THE SUPERIMPOSED LOADS ON ACCORDANCE WITH REOUIREMCHTS OF 1994 S.F.S.C. A CONDITIONS TOANCHOR IBE ENG NE�EREO 8EPARATILY. LAYOUT ARE As TEST UNIT. OTHER ELEVA7VON 4"V/ 1 4 ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO DE ERGiNtINW FIN FRAME I2* M ON A SITE SPECIFIC BASIS.. I SIN13LE RUN13 WINDOW. TYP-j MAX. TYPa B to SAS., 1 In"!11. WOOD (HBEp �� MCIPOMRNT CORNEAS ' WOf'Jp ALTr SILL GECTLqN MAX. • • ! ' "• "VATI00 - EMERGES MUNO WtNDbw tTYF I�� e�-•w _7« 41 't • pEB-3rrim-ANNEAI,.ED GLASS' FiN FRAME 2X WOOD BUCK STANDARD RAM!• TEST UNIT PERFORMANCE SUMMARY REFERENCE! PYL-199412-11-97 TEST SIZE, • sA•Ut." x 0." TEST Longs 42.0O. vAL00 PSP DIiS1MLOADSt •ttl) -Gi.l3 PSP WA'TE,R PR,7RA'T70N TSSTT• ' 9A PSP MAX. JAMS SlR4W 8PA4� i$" C. R-7/O" nse�Ialn•AtE �' O ANANSIS "INTOM OBSIGII�! t>vAd 0PAWY*P8F WfuTH OWaastlivc NL"WI 19 �TIM bla 71104 ' n! ft»ue 431.. e3i AmA-v 2>iLV N N• a W.•• •ter . • t ` Sa t/8 "A te•in 613N:.....1Ti.L 26-in W-11 8 1q s 37 ,.:N.4«N f1L1 Oft $3.110 Af.L 49.4 Asa r.M11" • N. •:M ,L..�� of f2.a teL9 •N.. ,f♦.�;rrN 37 , 3. RLO ".We e(f+N2 NMNr , fe ...3 aj " N wN • • "„!'Am iR •NI'.•�M • .. N 1i8•i/E 76•t/4 53-t/0 NOT TESTED a tt 1P:ra won BUC9 f1�MW OOS 6MSEO • NOT SY RIIWSON 510. g� MUSTtnJSTAW OWbSCO i MIOROiHT CORM[RS LOADS si0`N`f SAW ANNEALED GLASS . ctBAq ADiRBWE FIN FRAME • BEOOpHIKoIiPGtIiO Zit WOOD BUQK iNlIAX. 7/td"-AMN. NEAW DUTY RAIL a"A$ 1 a t 1» Wa0 0aEa TEST UNIT '�• r= A11 PAOCING PERFORMANCE SUMMARY i •t i1 Last, TtlUtit iTYAa REFERENCES PYL-U19112�1t•91 F A T 13 4 TEST Oft S6r1/8" X 74-VI" iB TEST LOAOM .9t.NR..941 POP IA,E111111tNOSiVt MNN LOAO$o •63.0 063.0 PSP 3Ji6 . eEafDIGCOHPOUND WATER WLTRATiON TESNte 9.6 PSP GLAs TESTED t}LJ►BSf " • MAX. JAMB SCREW SPACIN& W.f/4" • -�-�• a NQN-f�Ulpq��g Lo9f.- ELMVIEW T�•p�,pW 4 L4i " ' LVIDTft B • 3/ta•-J1iVNEAt�D'GLASS t1D ! 7 H"SBYIMO RANI, WOlOawO� ARA'W" f.We MAX ANALYOt6 OZ , ITYPd . DBBIItNLoi{O " 4MPAC1TY-PW a 1 • • pan" 99 a 9 • t N-t/1 �474 / sit in � s3:ur ' tf ttt 6Lt B vs-MAx. a tr400001111114131 «s,,,a ii 7ayre 'iz3 isRa ' D • aTaft •.L� S tn*PACHO RS t5a f2a IAA . 9e as ' io'ia ' 74.1/i tb•9/t f7�a - 245E • if �Ua a.3 Etta ei� N S.N S. iatri is "an. +NCI" IlMf. WDQO tMBEO S' t IP.Ta r 37 fu •b'7.a 17f 0 •lit JiPa 01 E-uO/"FROH Coltwns WOOD BUCK • • fa tM «....,. . •N o MIDPOINT C a /'�•�•� WOAS GLOC "p :y f 4" ' 7a11 +_EA- DER & 5,U Sg"S:ON 7a-tf� a2 aJ »4 C T. SILL SEC_, TiON s�', n m4L3 �; i '« 1L2'•N WN M ITYPT 1Htq a7.1 $INRLE HUNG WiNQOH/ ITYpa HAIF. . t-N� SYSTEM IS OeS10tfC0 AtiO TESTED TO COMPLY WITH THE -.N «.. >� . RCOv1Rv19NTS OF "a ige4 0An C'OIINTY EOITloH OF Tilt SOUTH ShU! •u-tit ' tat' •r ,t FLm" i7tiR. m CODE 11110 •.1 CHAPTER 4 t va�llq 23 CNAPTiR AS. .�f Uri �a1 tT:S tR1DER THe SPttaPrc CONOtTNNs BNRtTtN OH 7'iltf DRAQia $ff air ats • t, .: ■ WOOD BurJ(S Siu1Lt BE 1NSTAutD BY LAwsae w0J ANG AUCNORCO so THAT THE etIR,13RlOReSI1iTa IFiC �RIPU2901 LAAD1t IN ACCO§bANCE JR'•N 'M' ee"vg5uaop WITH AcdumvtENT8 OF i9S14 SJfA..C; AtalO t5Pp1 JARS A • A- MMIR OESCMW IN THIS LAYOUT ARC All P611 TEST UNIT, OTIRA - - - • 4 � AN�CONOITgTo N HOtuammeo tlaetrAERl1ARIAOSEINLY. RAWeNt ARE TO OE ETIOOtCERlb . ORA SITC SPECIFIC BASIS. WORD DUCK It 10 $As. NOT OY LAWSON OM • 3/4" MRL WOOD 9"ua Lt1UfTT SUSTAN REPOSED AS SHOWN ON tLEVAT1olt ' . • ye i • x f0 ILKS. URE sclltDute eeLow POR . t%8""Rests + i0 1WI WOOD IM90 NWHBSR oP ANCHQAS} GLASS • 1� t14�- pnoitC ooms CAR ADHESIVE 1/4•• Siak A i.. MPOINT eaDINO C" 0E9-8mm-ANNEALED MASS 2 x ip• a e • ; • .. FLANGE FRAME WOOD am _ • xr am, + J iisersaucuLe BMW 'I x OR 2x WOOD $UCK -. • • FOR NUt Ca Of ANCHORS! STANDARD RAIL air ' • TEST UNIT " PERFORMANOE SUMMARY (R j ! , • �' REFERENCBt FTL+i 98 t:-iT-97 �✓ CLEAR AMNEStVt TEST 15I2E1 S -t/1C' X 63" OttltlDq COMPOUND e 725T LOAOSt-62.00.4LOO PSP s a 1. IP.Ta DESIGN LOAOBI tt93.-4W3PSPOLa7» aCWATER INFILTRATION UST! 9P3 .375OLAZING lit TESTED GLASS! AN on IS ' MAX. JAMB SCREW BPACINCk IV L • 4 Stir TAPCCH DION-WIPACT RE81jTANT ' • A; !, • q►v 4FROMCORNC . PPL N Vl�w ��� Nil " • i A , ' i a (P 1'aMMUCK I •• • • Ifs A NB Mo t-7/i• 1aN. 2116 s11TA COCj6 - • AA HEADER &BILE. SECTION HEADER & $ELL SEOTiS,1,Q1 1. 1" WINDOW SYSTEM Ilia ANO TtS1iD 7O COMPLY WITH THE ABOOdt moTB OF THt IOtL DAD[ COUNTY ffTW"n N OP T11K 50UTH FLORIDA OULOWO 100E IB,PAXA CHAPTER A. CHAPTER 2V CHAPTER 35, WO THE MGM t0Ii0mon SHOWN an TIER aRAwiA, + M!:• IASOSTO RAN. VIIINCIOWCOWARATM ANALYSIS MRT JHlSf WADOAPACOY•POP VIVO son" TAih+ONB ROOK air. W Him" IUOATIVC ftft pmrmn NCOATIVC tit ata � 'r7a a.2 , � tt Hat 2d-il-f• 26 to «' 01 6Ji w»...r.« eet,T rNrN.--♦ �1 4x7 A7 s RA fit' " a 1 " -ip2 7ti9" t6A SN N•NO Elf N Nr ilaA III• 421 ,. W N Itib . r»Ny ♦M . . M "tivt 3a.7ft . tD 632 "" titJ • • ISOr"/a a�! • tH,7 •• bTJ $1.1 d3•Eri' Ir sat LIMN tat , W . ia.s .. . N . ta7 t9.Wr sb-in Eft tat • tl7.e ftu • lu • Go 10 •+$1.8 au r 31 t7 Nt; r7.7 • •Ati « aT.i •N N•4�,f tilt ihNa lace • I&Rb 67,E 1 rw.M • 2a•f/t w . iTJ M.N-N•M 18.3is . . 61.7 tat 17 i 64611 N. aL7 ABA Nr. !7-IIt • art . ' iLi ...... ". aa.R ata « o+Nr • 41.7 - • 67.7 i11w7 •• 26:1It, 61 its •" s "•�N♦«« N "I 4>a. • • „in., it Sal ta7 ��1d„ ftJ Sf•I/f 1J«Ri. • N !a't - 39A N' �/d""' lint-rT" tL.t/4 Nrsy f!•1H 2. IN OR 2 x WOOD 11=0 SHA 1.8E INSTALLED OOT SY LAWSON #NMI * Ne.tNPAtItNTHEt1i PIOIIAtte RL OF AND ANCHORED SO THAT THE S19ARNO RUM" THE SUPERIPOSEO LOADS ARCN005 tp1 JAM IN ACCORDANCE WITH REQUOIBMEHTO OF 1111114 10 B I:. 3: AM" OCT•MICI W THIS LAYOUT ARE AS PER TEST WIT. OTHER ®NO! ttttto COfRNT/0115 TO ER eHOUiEEREO SEPARATELY. 4. ANCHOR CONDITIOiiS NOT DESCRIBED RJ THIS DRAWING ARE TO St DISCOVERED ON A SITU SPECIPIC CRISIS. 7030H w. 371n CT. A1WS O'N �M1' nonce ssi4ti (DQS� 696�-8560 / �tlSill�S.N1C YRIWFMtlNERS Or 1MM}OWS I* DOCRS A x i IT� YPa //a 6 f ' t"9WATI*1pj RM18E FROAMI£ ' 6-MAX. SINGLE HMO WINDOW IIV04 120 MPH ©CREATED 11/11/02 3 SEC. GUST O �NC�iN���21NC�, 9-'.i4. P0, WX 34M - AFIOLLO BEACH - FLORIDA - 33012 F$9* E - (813) 64D 0t6 . FAX - (813) 648 9698 � NO ©CUENT ON THIS PROJECT. MY NE'PROCUC11ONTOR UNAUTHORIZED USE iIStt � IOC, . THE 2 LENNA90 H MSS SCALD NOW iiAlU�i B.v. DATE. 11/1002 TAMPA DIVISION DOOR 4 WINDOW INSTALLATIONS DE X6 NO. PM - $f n SOWS-L c a 00 PRODUCT CATE60RY SUB CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MA50NRY/CONCRETE) SIMPSON STRUCTURAL COMPONENT HETA20 51HP50N FL 474 10/03/2005 STRUCTURAL COMPONENT METAI2 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT METAI6 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT META20 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT HT7I6 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT LTTiq 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT LTT20B 5IMP50N FL 474 10/03/2005 STRUG7URAL COMPONENT LTT131 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MTT286 SIMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HTSMI6 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT HTSM20 SIMP50N FL 1423 12/50/2005 STRUCTURAL COMPONENT MTSMI6 5IMP50N FL 1423 12/50/2005 STRUCTURAL COMPONENT MTSM20 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT M5TCM40 SIMPSON FL Ig01 02/OV2006 STRUCTURAL COMPONENT HD2A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HD5A 5IMP50N FL 503 10/05/2005 STRUCTURAL COMPONENT HD6A SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT HDBA 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HDIOA 5IMP50N FL 505 10/03/2005 STRUCTURAL COMPONENT HDI4A SIMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT HDI5 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT H&T2 51HP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H&T 5 5IMP50N FL 474 10103/2005 STRUCTURAL COMPONENT H&T4 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT L6T2 SIMPSON FL 1425 12/30/2005 STRUCTURAL COMPONENT M6T SIMPSON FL 1425 12/50/2005 STRUCTURAL COMPONENT H&A10 SIMPSON FL 1425 12/50/2005 STRUCTURAL COMPONENT H&AMIO SIMPSON FL 1425 12/30/2005 STRUCTURAL COMPONENT M5TAM24 SIMP50N FL Ig01 02/Ib/2006 STRUCTURAL COMPONENT M5TAM3(9 5IMP50N FL Ig01 02/15/2006 STRUCTURAL COMPONENT HMq SIMPSON FL 1423 12/50/2005 STRUCTURAL COMPONENT MA5 5IMP50N 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 PHD5-5DS3 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT PHD6-5D53 5IMP50N FL 503 10/03/2005 STRUCTURAL COMPONENT PHDb-5D53 SIMP50N FL 505 10/05/2005 STRUCTURAL COMPONENT LTAI SIMPSON FL 1423 12/30/2005 PRODUCT CATE60RY CONNECTORS (HOOD) SIMPSON STRUCTURAL COMPONENT H2.5 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H5 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H7 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HIO SIMPSON FL 474 10/05/2005 STRUCTURAL COMPONENT HID-2 51HP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HI6 51HP50N FL 1425 12/50/2005 STRUCTURAL COMPONENT MT512 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MT516 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT MT520 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HT516 5IMP50N FL 538 10/03/2005 STRUCTURAL COMPONENT HT520 5IMP50N FL 538 10/05/2005 STRUCTURAL COMPONENT 5PI 511,11P50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P4 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 5P6 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT 55P 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT D5P 5IMP50N FL 1423 12/30/2005 STRUCTURAL COMPONENT A23 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT A35 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT LTP4 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT L&T2 5IMP50N FL 1425 12/30/2005 STRUCTURAL COMPONENT MOT SIMPSON FL 1423 12/30/2005 STRUCTURAL COMPONENT H&T2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT H&T3 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HOT4 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT L5TAI2 5IMP50N FL Ig01 02/15/2006 STRUCTURAL COMPONENT L5TAI5 5IMP50N FL Ici01 02/0/2006 STRUCTURAL COMPONENT L5TAIb 5IMP50N FL Ig01 02/15/2006 STRUCTURAL COMPONENT L5TA24 SIMPSON FL IGOI 02/16/2006 STRUCTURAL COMPONENT L5TA30 5IMP50N FL Ig01 02/15/2006 STRUCTURAL COMPONENT L5TA36 SIMP50N FL 1401 02/IS/2006 STRUCTURAL COMPONENT L5T►4g 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT M5TG25 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT M5TC40 SIMPSON FL Ig01 02/0/2006 STRUCTURAL COMPONENT M5TC52 5IMP50N FL ICIOI 02/16/2006 STRUCTURAL COMPONENT M5TGb6 5IMP50N FL Ig01 02/18/2006 STRUCTURAL COMPONENT M5TC78 15IMP50N JFL Ig01 1 02/lb/2006 PROLIUGT CATE60RY HAN6ER5 5IMP50N STRU,-,TURAL COMPONENT HU52b 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU526-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU528 SIMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU52&-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5210 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5210-2 5IMP50N FL 474 10/05/2005 STRUCTURAL COMPONENT H&U526 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H61J526-2 5IMP50N FL 474 10/03/2005 5TRUC7URAL COMPONENT H6U525 SIMP50N FL 474 10/03/2005 57RUCTURAL COMPONENT H6U52&-2 51HP50N FL 474 10/03/2005 STRUCTURAL COMPONENT H6U5210-2 5IMP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5G26-2 51HP50N FL 474 10/03/2005 STRUCTURAL COMPONENT HU5,--2&-2 SIMPSON FL 474 10/03/2005 STRUCTURAL COMPONENT MBHA 51MP50N FL 53& 10/07/2005 STRUCTURAL COMPONENT ITT SIMPSON FL 474 10103/2005 PRODUGT CATEGORY ANCHOR SYSTEMS 51HP50N STRUCTURAL COMPONENT HE06E ANCHORS SIMPSON FL 402 10/01/2005 STRUCTURAL COMPONENT SLEEVE ANCHORS 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT DROP IN ANCHORS 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT ITHr> TITEN HD 15IMP90N FL 2304 04/06/20015 STRUCTURAL COMPONENT ITTN TI7EN SCREW 5IMP50N JFL 2355 1 04/30/2006 PRODUCT GATE6ORY CHEMICAL TIES 5IMP50N STRUCTURAL COMPONENT SET EPDXY 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT ET EPDXY 5IMP50N FL 402 10/01/2005 STRUCTURAL COMPONENT AT ACRYLIC -TILE ADHESIVE SIMPSON FL 2304 04/06/2006 PRODUGT CATEGORY 50 CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONNECTORS (MASONRY/CONCRETE) U5P STRUCTURAL COMPONENT HTA20 U5P FL &21 10/31/2005 STRUCTURAL COMPONENT HTA20-I& U5P FL &5q 10/31/2005 STRUCTURAL COMPONENT HTTI6 U5P FL &21 10/31/2005 STRUCTURAL COMPONENT HTT22 U5P FL &21 10/31/2005 STRUCTURAL COMPONENT LT5101 U5P FL 822 10/31/2005 STRUCTURAL COMPONENT e LT520B U5P FL b22 10/31/2005 STRUCTURAL COMPONENT MT527B U5P FL &22 10/31/2005 STRUCTURAL COMPONENT TDX2 U5P FL &16 10/31/2005 STRUCTURAL COMPONENT TDX20 U5P FL 816 10/31/2005 STRUCTURAL COMPONENT TDX5 USP FL &16 10/31/2005 STRUCTURAL COMPONENT LUOT2 U5P FL &17 10/31/2005 STRUCTURAL COMPONENT H&AMIO USP FL &Iq 10/31/2005 STRUCTURAL COMPONENT FA3 U5P FL &22 10/31/2005 STRUCTURAL COMPONENT PAU44 U5P FL &21 10/31/2005 STRUCTURAL COMPONENT PAUbb U5P FL &21 10/31/2005 STRUCTURAL COMPONENT PHD2 U5P FL biz 10/31/2005 STRUCTURAL COMPONENT PHD5 U5P FL 817 10/31/2005 STRUCTURAL COMPONENT PHD6 U5P FL 817 10/31/2005 STRUCTURAL COMPONENT PHDS U5P FL 817 10/51/2005 PRODUCT CATEGORY CONNECTORS (HOOD) U5P STRUCTURAL COMPONENT RTI7 USP FL 81b 10/31/2005 5TRUGTURAL COMPONENT RT20 USP FL &16 10/51/2005 5TRUCTURAL COMPONENT RTI6 U5P FL blb 10/31/2005 STRUCTURAL COMPONENT RTI6-2 U5P FL blb 10/31/2005 STRUCTURAL COMPONENT MTWI2 U5P FL &20 10/31/2005 STRUCTURAL COMPONENT MTHIb USP FL b20 10/31/2005 STRUCTURAL COMPONENT MTHIB U5P FL 620 10/51/2005 STRUCTURAL COMPONENT HTNI6 USP FL 520 10/51/2005 STRUCTURAL COMPONENT HTW20 U5P FL 820 10/31/2005 STRUCTURAL COMPONENT 5PT22 U5P FL &17 10/31/2005 STRUCTURAL COMPONENT 5PT24 U5P FL &17 10/31/2005 5TRUG7URAL COMPONENT 5PT4 USP FL 2>21 10/31/2005 STRUCTURAL COMPONENT 5PT6 U5P FL &21 10/31/2005 STRUCTURAL COMPONENT A3 U5P FL 820 10/31/2005 STRUCTURAL COMPONENT A34 USP FL SI6 10/31/2005 STRUCTURAL COMPONENT MP4F U5P FL &21 10/31/2005 STRUCTURAL COMPONENT L5TA12 U5P FL 816 10/31/2005 STRUCTURAL COMPONENT L5TA15 U5P FL 816 10/31/2005 STRUCTURAL COMPONENT L5TAI& USP FL &16 10/31/2005 STRUCTURAL COMPONENT L5TA24 USP FL 816 10/31/2005 STRUCTURAL COMPONENT LSTA30 USP FL 816 10/31/2005 STRUCTURAL COMPONENT L5TA36 U5P FL 516 10/31/2005 STRUCTURAL COMPONENT M5TG40 USP FL &-1 10/31/2005 STRUCTURAL COMPONENT M5TC52 U5P FL &17 10/31/2005 STRUCTURAL COMPONENT M5TG66 U5P FL 817 10/31/2005 STRUCTURAL COMPONENT M5TC78 U5P FL 517 10/31/2005 STRUCTURAL COMPONENT KCC44 USP FL &22 10/31/2005 PRODUCT CATE60RY MASONRY HANGERS USP STRUCTURAL COMPONENT INFM jU5P I FL 578 I 10/0q/2005 PRODUCT CATEGORY SUS CATEGORY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT CONCRETE LINTEL CAST CRETE FL 158 Oq/0/2005 STRUCTURAL COMPONENT CONCRETE LINTEL LOTT15 FL 1441 03/11/2006 STRUCTURAL COMPONENT CONCRETE LINTEL HEIKIWA FL 140 03/11/2006 STRUCTURAL COMPONENT ICIONCRETE LINTEL COMMERCIAL FL 1774 1 05/12/2006 STRUCTURAL COMPONENT JCONCRETE LINTEL IMARION MASONRY JFL 2155 1 03/2q/200b PRODUCT CATE60RY SUB GATE60RY MANUFACTURER FL # EXPIRATION DATE ROOFING ASPHALT 5HINGLE5 GAF Materials Cor. FL 153 Og/30/2005 ROOFING ASPHALT 5HIN67LE-5 CERTAIN TEED CORPORATION FL 250 Oq/24/2005 ROOFING ROOFING TILES MONIERL LIFE TILE FL 560 11/04/2005 ROOFING 6EMENT5-ADHE51VE5-COATING5 TROPICAL ASPHALT PROD CORP FL W0 01/06/2006 ROOFING UNDERLAYMENT5 TAMKO ROOFING PRODUCTS, INC FL 1744 02/10/2006 ROOFING CEMENTS-ADHE51VE5-C.OATIN55 TAMKO ROOFING PRODUCTS, INC FL 147q 01/06/2006 ROOFING ROOFING FASTENERS 5ENCO PRODUCTS FL 2271 04/05/2006 STRUCTURAL COMPONENT DECK -ROOF ENGLERT, INC, FL 2266 04/15/2006 PRODUCT CATE60RY SUB CATE60RY MANUFACTURER FL # EXPIRATION DATE STRUCTURAL COMPONENT ENOINEERED LUMBER TRUS JOIST FL 1650 02/13/2006 STRUCTURAL COMPONENT ENGINEERED LUMBER WISE ENO. WOOD PROD. FL 1644 03/12/2006 STRUCTURAL COMPONENT ENGINEERED LUMBER 13015E EN6. WOOD PROD. FL 1645 03/12/2006 PRODUCT CATEGORY 5UB CATE60RY MANUFACTURER FL # EXPIRATION DATE ROOF VENTILATORS SOFFITS KAYCAN LTD FL Igb5 04/05/2006 ROOF VENTILATORS SOFFITS KAYGAN LTD FL 1146 12/Ig/2005 ROOF VENTILATORS SOFFITS GAME ZON A5LHLEY 13UILDIN6 FL 406 11/24/2005 OTHER MODIFIED BITUMEN CERTAIN TEED CORP-ROOFING FL 47q 10/02/2005 OTHER ITYVEK HOUSE HRAP IDWONT I FL 2145 PENDING OTHER I&LA55 13LOGK PITT5BUR6H CORNING CORP JFL 250 1 001/24/2005 ODUGT CATE60RY 5U5 CATEGORY MANUFACTURER FL # jExPiRATioN DATE OORS WOOD ENTRANCE LAHSON INS. FL 122q 12/05/2005 INDOWS FIXED WINDOWS LAH50N INS. FL 1250 12/05/2005 INDOWS FIXED WINDOWS KINCO FL 125 Oq/17/2005 INDOH5 FIXED WINDOWS BETTER GILT FL 676 PENDING INDOHS FIXED HINDOH5 FLA. EXTRUDERS (MILESTONE) FL 44 Oq/02/2005 INDON5 FIXED WINDOWS GENERAL ALUMIM\NUM FL 255 Oq/24/2005 INDOHS FIXED HINDOH5 GENERAL ALUMIM\NUM FL 263 Oq/25/2005 INDOH5 FIXED HIND01^15 GENERAL ALUMIM\NUM FL Ibg7 02/04/2006 INDON5 FIXED WINDOWS 51MONLON WINDOWS FL 175 Oq/lq/2005 INDOH5 51N&LE HUNG LAW50N INS. FL 1225 12/05/2005 INDOH5 51N6LE HUNG KINCO FL 123 Oq/17/2005 INDOH5 51NOLE HUNG BETTER BILT FL 663 PENDING INDOH5 SINGLE HUN6 FLA. EXTRUDER5 (MILESTONE) FL 42 Oq/02/2005 INDOH5 51N6LE HUNG GENERAL ALUMIM\NUM FL 254 Og/24/2005 INDOH5 51N6LE HUNG GENERAL ALUMIM"M FL IbgB 02/04/2006 IND01^15 51N6LE HUNG 51MONLON WINDOWS FL 204 Oq/22/2005 INDOW5 SINGLE HUNG ENERGY 5AVIN65 PROD5. OF FL FL I0150 03/12/2006 INDON5 DOUBLE HUNG ENERGY 5AVIN65 PRODS. OF FL FL Ig53 03/12/2005 INDOW5 HORIZONTAL SLIDERS LAH50N IN5. FL 1226 12/05/2005 INDOH5 HORIZONTAL SLIDERS 51MONLON WINDOWS FL 203 Oq/22/2005 INDOH5 HORIZONTAL SLIDERS KINCO FL 124 Oq/17/2005 INDOH5 HORIZONTAL 5LIDER5 BETTER BILT FL 670 PENDING INDOH5 HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 Oq/02/2005 INDOW5 HORIZONTAL SLIDERS GENERAL ALUMIM\NUM FL 254 Oq/24/2005 INDOWS HORIZONTAL 5LIDER5 GENERAL ALUMIM\NUM FL I6q& 02/04/2006 IND01^15 MULLIONS LAN50N INS. FL 1221 12/05/2005 INDOW5 MULLIONS KINCO FL q57 11/04/2005 INDOH5 MULLIONS FLA. EXTRUDERS (MILESTONE) FL q74 PENDING INDOH5 MULLIONS GENERAL ALUMIM\NUM FL 1252 12/03/2005 XTERIOR DOORS 51-0IN6 LAH50N INS. FL 122b 12/05/2005 EXTERIOR DOOR5 5LIDIN6 KINCO FL 126 12/05/2005 IOR DOORS 5LIDIN6 BETTER BILT (MI HOME PROD) FL 561 12/30/2005 IOR DOOR5 5LIDIN6 FLA. EXTRUDERS (MILESTONE) FL 45 Oq/02/2005 IOR DOORS 5LIDIN6 GENERAL ALUMIM\NUM FL 264 Og/25/2005 IOR DOOR5 L 5LIDIN6 51MONLON WINDOWS FL 04 Oq/22/2005 IOR DOORS 5LIDIN6 THERMO-TRU CORP. FL 1170 11/20/2005 IOR DOOR5 SHINOIN67 LA WN INS. FL 122q 12/05/2005 TERIOR DOORS 6ARA6E DOORS CLOPAY BULIDIN6 PRODUCTS FL 542 12/12/2005 TERIOR DOORS 6ARA6E DOOR5 HAYNE DALTON DOORS FL &67 11/04/2005 TERIOR DOORS 5HI1461N& -ELD-WEN FL 4q8 10/51/2005 XTERIOR DOORS SWIN61N6 JELD-HEN FL 53q I0/31/2005 XTERIOR DOOR5 5HINGIN6 PLA5TPRO INC./NANYA PLASTICS FL 1521 12/15/2005 XTERIOR DOORS 51,4IN61N67 THERMO-TRU CORP. FL 105 II/21/2005 DDANeco AoCREATED 04-05-04 N ONEERING, PAo P+O BOX MW - APOLLO WACW - FLOMPA - 33512 PROW - (80) bulb 0166 FAX - (813) " 96W Em4b10 ©CLIENT ON THIS PROJECTTHESE DRAWINGS AND . NY REPRODUCTION OR S ARE THE JOINT PROPERTY UNAUTHORIZED USE IS PROHIBITED. - 00044 W06Lr= WTW RAM S.V. DATE 4/5/04 rN: /BLOCKS/STD 2001 FLORIDA PRODUCT APPROVAL "A 4. • e