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HomeMy WebLinkAbout105 Calabria Springs Cove 03-1863 New SFHPERMIT ADDRESS CONTRACTOR — tseaze s Lorp. ADDRESS 215 N. Westmonte Dr. Altamonte Springs, FL 32714 (407)339-4114 CBC 053044 n - - - - I . - -- - - r% - -- PHONE NUMBER PROPERTY. U225=�-� ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR a t� MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE C7 t7 SUBDIVISION `U- PERMIT # C� �) " \� DATE !!S _\ �D ' 0 2) PERMIT DESCRIPTION ►T- \ - PERMIT VALUATION 3 `�0 SQUARE FOOTAGE 0 w • U H.B. d TEMP. — MIR,ROR -2i38 PSF 33 0 TEMP. 0 -28.1 PSF 0 3J3_O� THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. N3TES: 2— 0 INDICATES NUMBER OF ib00RS. 2— O INDICATES NUMBER OF WINDOWS. FR — FRENCH DOORS L — FULL LITE FC — FIXED GLASS TR — TRANSOM P — POCKET DOOR i OBS — OBSCURED TEMP — TEMPERED HR — HORIZONTAL ROLLER SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. COMPARATIVE ANALYSIS AND ANCHOR CHART COMPARATIVE ANALYSIS AND ANCHOR CHART GENERAL ALUMINUM CORP. GENERAL ALUMINUM CORP. Still 1440 AL MSRM !HOLE HUNG NIWDO. (IOL) MMEM 1440 ALMERRM SAOLE HUNG WINOON CW Ste TesTED: 57-1/0' . 7Y: TEST REPOW: OL1-31730 OM TESG>k U-1/8• . Ir. TM REPORT: at-31ZT0 •. 70TP OP: POS ! NEL 40 POP OIAMN@ 1/B' THK. MNEAILEO OUS TWO W. POS ! RED. 40 PS; GUANO: 111r 7HRC APNEMM MAWS �I_IIIIIi��Iiiiiiif>_Iiiiiiiiiil�t• ��ee■ � s Iliiilii�lliliii� �� srsr 1, sIIiIIIIIIIi ii� W72 Iiiiiir.�� a s IIIIIIII�►;• III�A�� �Illiiii� a s IIIIIIIIQ.� m0000 IIE�s�■+I_■+�Iiiiiiiir�liiiiiiliiii�liiiiii� �'�'S'►�''fsliliiliilillii�■S�Iliiiiltf_Iliiiiiiiii�l• �llit•���1•�!�C�I e�*�►,���IIIIII��Iiliiiilliii��� ��slillii�>_IIIIIIIIIIIr�I� 1.) VHM WATER RESnwm TEST �fE1011SIOEOET OF 15T Or DESIGN LOAD APPUM POSTWE 1J EIEAE WATER RF wma Tarr RknlEmAw OF 1HIW OF DESSH lam MPLIES. POSNVE SO OEM LOAM REL BE LED T1►"V0.0 PSF. DIRE TO SAVER 71W PREINAE OF S.0 PSF DEMON LOADS WILL K LONTED TO 40.0 PSF. DUE To WATER TEST PRESSJRE OF !a PSF ACHIEVED N TESr. Z) ITMOON ANCHORR OF E ENE m PIIOYIDE �YN. E1REDM� F. 10OML L) 911 MOWN M CN NCHORTMik R OF 91"M.E T MOTH ro PMVCE CONCRETE WI. 1-1/4' �NI01mn AT Iacimm SHOWN ON 0M. AT LOCA704 SHOWN ON CFINR. S) SEE SA M OF TIER BEET FOR: All IOGITONS Q SEE BACK OF THIS BEET FOR MY m TAPCON LOCATWIS 4.) INSTALL C SCREWS OF S1F7XlENT ro PRO%OE 3/4• MN. ENSEDIENE HMO WOW I= 4.) PITIAL /B SCREWS W SIFn0ENF MOM ro PRONOE'/4• MN. EMBEDMENT INTO WOOD SUCH AT ALL OTHER FACIOI�f. APPLIED HOLES. AT ALL OILER FACIOM APPLIED NSFNL TION HOLES. L) r OOCT SHOOS so v NOT LSIED N kaw a1ARr. HIE ANCHOR awm LISTED WRH Q E EXACT Omm SRE S NOT LISTED N ANCHOR CEMRr, UBE ANCHOR OUANm um WIOH NEXT LARGER SEE. FOR THE MPROM PREIRME RED'0. NEXT LOOER SDE. FOR THE APPROWTE OESI011 PRESWRE FA= INSIDE HEAD _ WINDOW 1W. MIT. mum STW WTH. Q. V4' TA -CON HMO QKU TESSOIMH B C R INIHM W CW4 SUM WITH MN I V4. O'S NM ON. A {, E Gr.E.a` 2 . WIM .131wan'- I SUCK TARM WO CM, mm nwaH ak� ,1 V4 e�emiTNT J K u 'M V4' TA OE NTO CM 1N�0 M 7/IihO Mi' i' WTO GPW RICK WITH MN I V4' WiNSO AIT BEuac RRRHII T7SL I V4• SI'yDE'S1Nf +` -,• DI T MLL OUTSIDE OUTSIDE WINDOW JAMB JAMB HdrT. F NEIMSD7 ' NoIYII!!Ir nBNa1EH STOW MY ONEW / •GAIT LtONq.7E .ILL INSIDE 1 SILL ELEVATION 1„IA50NIR"' IN5TALL, TT I ON VIEWED FROM EXTERIOR NOTE: POWERS STEEL LINTEL SYSTEM MAY BE SUBSTITUTED FOR PRE -CAST LINTELS. THE L-2 REQUIRES NO REBAR EXCEPT IN TOP COURSE OF 'U" BLOCK U.N.O. L-1 LINTEL WITH HOLES FOR STIRRUPS MAY BE USED AS AN L-2 LINTELS. USE L-2 LOAD TABLES. LINTELS SHALL BE ASSUMED TO BE L-2 LINTELS UNLESS MARKED OTHERWISE. THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND LOAD 'REQUIRMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120 MPH.(* 3 SEC. GUST.) DATE 2,WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B SIGNtTURE / _ 4.INTERN,-4�. PRESSURE COEFFICIENT 4-/- 0.18 0 DOOR SIZE KEY MARK SIZE A 1'4"x6'8" 8 1 6 x6 8 C 1 8 x6 8 20x68 24 x6$2 LI 6 x6 8 2'8x6'8" 30 x68 J 1'6'x8'0" K 198111oxapVt L 20 x80 M 2'4"x8'0" N 2s xs£} 0 ''2 8 x8 4 P 30 xS^Hr Q 1,6 x6 S 8F R 2 0 x+fi 8 8F S 2'6 x6'8" 81 T 3,0 xS 8 RF U 4 0 x6 i3 3F V 5 0 x& S 13F W 6'0"x6'8'° 3F X " 1 6 x8 0 3F Y ,' 2'0 x8'G" dF Z 2 6 xB G 8F AA 3 0 x8 i3 8F 88 ': 4 0 x8 0 8F CC 5 0"x8 08F DID 6 0 x8 0 8F EE 6 0 x6 8 SL.GL.DR. FF 8 (3x6 8 SL.GL.DR. GG 9 0 x5 6 SL.GL.DR. HH 12 0 x6 8 SL.GL.DR. r° 1i;: '6 0 x8 0 SL.GL.DR. J3 $ 0 x8 0 SL.Q-DR. KKR 9 0 x8 0 SL.GL.DR. LL 12'0"x8'0" SL.GL.DR. a WINDOW SIZE KEY MARK MASONRY FRAME 1 1 SH1 20" x24"± 2 SHi3` 20 x36 ± 3 SH14 ; 20 x48 ± 4 H15 20' x60"± 5 SH16 20 x72 ± 6 iH2'° 24 x24 ± 7 SN1H3 24 x36 ± 8 SI41H4 24 x48 ± 9 SHJH5 24 x6 ± 10 SHTH6 24 x72 ± 11 N k 26"x24 ± 12 N A 26 x36 ± 13 N/A ' 26 x48 14 N A 26 x60 ± 15 N/A 26"x72' ± 16 N A 30 x24 ± 17 N/A , 30 x36 ± 18 N A 30'x48 ±' 19 N A 30 x60 ± 20 N/A 30 x72 ± 21 SH22 36 x24 ± 22 SH23 36 x36"± 23 SH24 = 36 x48 ± 24 SH25 ", 36 x60 ± 25 SH26 36"x72"± 26 N/A 4,8'9 x24 ± 27 N/A 8 x36 ± 28 N/A x48 ± 29 N A 4 x60" ± 30 N/A 4 x72 ± 31 SH32 53•x24 ± 32 SH33 53c36 ' ± 33 SH34 53 48 ± 34 SH35 53 ` 0 ± 35 SH36 53 x'72 ± 36 37 38` O- INDICATES EGRESS WINDOW - INDICATES PLANT SHELF a 81-4' A.F.F. Area Tabulations Living: 1st floor: V C ai a� U C rn 0 E 0 _ E 0 w 0 E 0_ c 0 CO 03 0 x 0 L CM C :_- 0 0 0 0 L 3 T 0 a t a c v 0 41 v+ v a 0 T r v 0 C L: 0 0 t E `0 0 v E v v+ v L U 'o CL 0 U O 0 0 c G1 `o 0 a 0 I� C JI v o -v v ai v m v Hri v CL C Go t v� ' a 0 U 0 164-3 S f o 2nd floor: N/A sf ° o+ Total Living: 164E Sf 0 entry: 40 Sf ; v Patio: 136 sf o E garage: 38� Sf E 0 U other: N/A Sf Tota i Area: 2252 Sf WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE i OVER SCALE DIMENSIONS. Contractors shah verify L and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must — be notified in writing of any variation from the Dimensions, conditions and specifications appearing •` oh these plans. Tn C all Flaor Plan Scale. 1/4"=1'-0" E. Ld LLJ Lc, z VWEEMS! 0 (1i U? LO a, 0 Z LLJ �LLJ T F- 00 (L �.�.I 0 o �? W d z ai LL Z UJ z F LLIQ. ( ~� W m W Li U) 3: --1 , i (0 fz • w J000 0 r' H O U? LeiLd UJ "' > U 0 oLO L Hd "Sanibel Island" FP-36 35, CALA COVE E` drawn by JL checked by DM date scale AS NOTED job no. 03-4275 drawing no. z O U N Z 0 U O Li HCDPL HTA 16 (MIN.) 1x4 P.T. 8xa CONC. P.C. LINTEL BLOCK REINFORCED W/ CONIC. 4 1-*5 REBAR CONTINUOUS 2 x 4 FRAMING MASONRY WALL BEYOND 4' -4' i�2x4 RAFTER 0 24' O.G. b HURRICANE STRAP HCDPL/R HUGHES OR H 2B SIMPSON MUM OL 8'-0" BRCS. HGT. .0a -111 F1I=Irr_T=T III IIIIIIIIIIIIIIIIII 16" 4 Throu h 5a W i+ raw 2 SCALE =N.T.S. DOUBLE 2 x 4 TOP PLATE U, ro'-S" HDR I4GT 2-2x8's W/ 1/2' PLYWOOD FLITCH PLATE NOTE: AT DOUBLE JACK STUDS 1-HCDPL/R TOP AND BOTTOM. SHEATHING WILL SATISFY UPLIFT TRANSFER AT OTHER LOCATIONS. THIS DETAIL. TEXTURE CEMENT FINISH ON MTL. LATH OVER 15* FELT AND i/16' O.S.B. 2x4 P.T. SOLE PLATE W/ 1/2' DIA. x 6' A.B.- 4' MIN. EMBED. AT CORNERS. m'-m" FIN. FLR. OL GRADE NOTES: ALL DIMENSIONS FOR VERTICAL STRINGS ON POURED CELLS MAY BE f. OPT. MONOLITHIC FOUNDATION MAY BE USED INSTEAD OF STEM WALL FOUNDATION. REPLACE DET. 12/D1 WITH 14/2 OR 38/2(TWO STORY). ALL REBAR USED IN CONSTRUCTION OF HOUSE SHALL BE *5 BAR WITH STANDAF OF 25' MIN. ( APPLIES TO MASONRY AL: IF MASONRY DOWEL HAS BEEN OMITTEC DOWEL IN PREDRILLED HOLE AND CEM SIMPSON STRONG-TIE'S EPDXY TIE AD1- SYSTEM (ET22) OR EPIWELD 300. FOR A *5 REBAR (5/8' DIAMETER) USE DRILL BIT DIAMETER 3/4 TO A DEPTH OF 5' TO 6' (MIN. EMBEDMENT) AND FILL HOLE WITH EPDXY ADHESIVE SYSTEM, FOLLOWING MANUFACTURER'S INSTRUCTIONS. USE THIS APPLICATION FOR PULLOUT FORCES UP TO 4010 LBS. A AAA -A• FINISH GRADE N I11= . z �� II TYP. 16'4O' MONO. FOOTER W/2-*50 ROD CONT. THESE PLANS ARE NOT VALID FOR PERMITTING 1 WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCWITECT OF RECORD. U N C N O N E O 2 E O w C O M a a' C.M.U. 11) 4' GONG. SLAB W/ FIBERMESH X OR 6xro WWM OVER 6M VISO. t v+ 0'-O',,FIN. FL. a ° 1°sI ed iTl ', (=1111 N al ➢ 0 a � III CLEAN COMPACTED D TERMITE TREATED FILL ° 0 v a� OPT. MONOLITHIC FTG. (ONE STORY) 14 SCALE: 3/4' I'-0' - 2 a *5 ROD IN FILLED CELL AS PER FLOOR PLAN =_ TIED TO CONT. ROD IN FOOTER 4 BOND BEAM ABOVE TYP. 2O'4O' MONO. FOOTER W/3-*510 ROD CONT. 3'x4'x4' GONG. PAD S' FROM WALL SIGNATORE�— THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND and be responsible for d�mens�ons anLOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDAof the job and Home Design Services, - be notified in writing of any varlatlw from the BUILDING CODE 2001 EDITION. dimensions, conditions and specifications appearing on these plans.Cn 1. BASIC WIND SPEED - 120 M10HP0 3 SEC. GUST.) .21 2,WIND IMPORTANT FACTOR - 1.0 Foundation Plan 3.WIND EXPOSURE - CATEGORY B 4.INTERNAI\PRESSURE COEFFICIENT +,- 0.18 Scale: 1 f 4"=13 $9 -- ? y rTl w w 0 x 'Sanibel Island' FP-36 OTC 35, CALA COVE d t a� 0 o` c a' C.M.U. > ar O 0 t 4' CONC. SLAB W/ P15ERMEBW OR 6x& ULM ° OVER 6M VISO. c c 0'-0' FIN. FL. E 4. a o —I IC144. c a GLEAN, COMP, TERMITE TREATED III FILL ° -III—III—III- 11=1 I I=1 I I=1 O c v OPT. MONOLITHIC DETAIL (TWO STORY) 38 SCALE: 3/4' =1'-O' DI 0. C 0 ° C o+ v C c v a� 0 C ° a T 0 0 U 0 0 ° r v 0 0 U 3 O Edrawn by E JL checked by DM date INDICATES TWO-STORY EXTERIOR BEARINCs FOOTING scale > AS NOTED WRITTEN DIMENSIONS SHALL HAVE PRE7CEDEE job no. OVER SCALE DIMENSIONS. Contracte¢s 03-4275 drawing no. 5'- 0' 5RCs. 0'-0' FIN. FLR 0'-0' FIN. FLR SEE FOUNDATION PLAN FOR FOOTING SIZES 3 SCALE: 1/4' = 1'-0' 8'-0' 5RG. O.H. TYP. 0'-0' FIN. FLR THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. 12 12 6 6 8' x 14' SMOOTH FINISH SEE DETAIL '5' 0' SRCx.. ^ r1�Ir A 11 A I h%�,7=1 mono 00 NONE qlkfir�'- bholl -- 12 1' L I _ SEE DETAIL 0 00"M �fta Left Elevati®r Frart Ele\/atlar "All SCALE: 1/4' = 1'-0' SCALE: 1/4' = 1'-0' T SEE DETAIL SHEET FOR FASC I A C N �t 14 1/2' .1'. 12' 1. 14 1/2' 4 l/2'I.' I. 12' 21'1.51.12' 12' I.' 1A 1/2' )<e(45tare Dated SCALE: 1/2' = 1'-0' 0,_0' FIN. FLR JEEMyr-1 rear elevation SCALE: 1/4' = 1'-0' 1rl in, C ZIP )<P'�5torp' Det'a'11- SCALE: 1/2' = 1'-0' 1'-Q in, ' 1'-G 1/7' SMOOTH FINISH 4 1/2' c )<e�eitcre beta i l SCALE: 1/2' = 1'-0' THIS STRUCTURE HAS SEEN DESIGN TO MEET THE WIND LOAD REQUIRMENTS OF SECTION 160o OF THE FLORIDA BUILDING CODE 2001 EDITION. fE 1. BASIC WIND SPEED - 120 MPH.(0 3 SEC. GUST.) 2.WIND IMPORTANT FACTOR - 1.0 S L-v- A3 -3 3.WIND EXPOSURE - CATEGORY 5 NARE �' 4, INTERNAL.V RESSURE COEFFICIENT +./- 0.18 8'-0' 5RCs. 0'-0' FIN. FLR EXTERIOR FINISHING NOTES 1. Composition shingles over #15 felt. 2. Concrete tile roof installed as per manufacturers specifications. 3. Cricket as condition req. 4. Roof window 5. Chimney Cap/Spark Arrestor 6. Typical Textured Finish 7. 4" Smooth Textured Trim/Band 8. 6' Smooth Textured Trim/Band 9. 8" Smooth Textured Trim/Band 10. 12" Smooth Textured Trim/Band 11. Raised Panel 12. Key Stone 13. Quoins (Brick or Textured Finish) 14. 4" Frieze Trim 15. 8" Frieze Trim 16. 12" Frieze Trim 17. Brick Veneer 18. Soldier Coursing 19. Rowlock Coursing 20. Light Conc. Mortar Wash 21. Cont. Ridge Vent, as req. 22. Off Ridge Vent, as req. 23. R.S. Cedar 24. R.S. Plywood 25. 4" Wood Trim 26. 6" Wood Trim 27. 8" Wood Trim 28. T-11 Siding 29. 4" Lap Siding 30. 8" Lap Siding 31. Wood Louver Vent 32. Wrought Iron Railing 33. Treated Wood Hand Railing 34. Painted Block WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSiONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Horne Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Elevations Scale: 1 /4"=1'-0" U N U N N C S1 .N N 0 E 0 0 C 0 N N E d 0. c U3 0 a x d o� r CP 0 0 0 U. N 0 O L a T `o a t C C O O 0 N N O L d 0 a 0 H r-. O L 3 E L O w 0 O N C C O E T C O C .O N O+ C O L U O 'a 0 U O O M O c 0 N C O a v 0 y C Ui 0 a� Ui C rn N C C 0 "; v 0 a U3 r C r rn 0_ 0 U L 0 C 0 U) t 2 0. O U 0 C O E E 0 0 V1 N N a t U N u a� N 0 E 0 LdLL w l.L., W W rZ 0 Z U (Loz W LO CO Ca wwL /NCL to Ld 0 - V2 Q/ (0 QO Y) 111%. N V 1 J �f' w0 0 Z Z ILy _• W � Z J 0.. Z LLJ wL Ld N D D (=M' j� `� VI O F- 0 U iTi UO cn H W CL Z U U a O � p3: ICI w 0 x "Sanibel Island" FP-36 OT# 35, CALA COVE FA rawn by JL ecked by DM date scale S NOTED job no. 3-4275 drawing no. 3A 14.0 CD N O L.(7 O Z 0 U 1711101 CD U 0 Left Elevati®r Frart Ele\/atlar "All SCALE: 1/4' = 1'-0' SCALE: 1/4' = 1'-0' T SEE DETAIL SHEET FOR FASC I A C N �t 14 1/2' .1'. 12' 1. 14 1/2' 4 l/2'I.' I. 12' 21'1.51.12' 12' I.' 1A 1/2' )<e(45tare Dated SCALE: 1/2' = 1'-0' 0,_0' FIN. FLR JEEMyr-1 rear elevation SCALE: 1/4' = 1'-0' 1rl in, C ZIP )<P'�5torp' Det'a'11- SCALE: 1/2' = 1'-0' 1'-Q in, ' 1'-G 1/7' SMOOTH FINISH 4 1/2' c )<e�eitcre beta i l SCALE: 1/2' = 1'-0' THIS STRUCTURE HAS SEEN DESIGN TO MEET THE WIND LOAD REQUIRMENTS OF SECTION 160o OF THE FLORIDA BUILDING CODE 2001 EDITION. fE 1. BASIC WIND SPEED - 120 MPH.(0 3 SEC. GUST.) 2.WIND IMPORTANT FACTOR - 1.0 S L-v- A3 -3 3.WIND EXPOSURE - CATEGORY 5 NARE �' 4, INTERNAL.V RESSURE COEFFICIENT +./- 0.18 8'-0' 5RCs. 0'-0' FIN. FLR EXTERIOR FINISHING NOTES 1. Composition shingles over #15 felt. 2. Concrete tile roof installed as per manufacturers specifications. 3. Cricket as condition req. 4. Roof window 5. Chimney Cap/Spark Arrestor 6. Typical Textured Finish 7. 4" Smooth Textured Trim/Band 8. 6' Smooth Textured Trim/Band 9. 8" Smooth Textured Trim/Band 10. 12" Smooth Textured Trim/Band 11. Raised Panel 12. Key Stone 13. Quoins (Brick or Textured Finish) 14. 4" Frieze Trim 15. 8" Frieze Trim 16. 12" Frieze Trim 17. Brick Veneer 18. Soldier Coursing 19. Rowlock Coursing 20. Light Conc. Mortar Wash 21. Cont. Ridge Vent, as req. 22. Off Ridge Vent, as req. 23. R.S. Cedar 24. R.S. Plywood 25. 4" Wood Trim 26. 6" Wood Trim 27. 8" Wood Trim 28. T-11 Siding 29. 4" Lap Siding 30. 8" Lap Siding 31. Wood Louver Vent 32. Wrought Iron Railing 33. Treated Wood Hand Railing 34. Painted Block WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSiONS. Contractors shall verify and be responsible for dimensions and conditions of the job and Horne Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Elevations Scale: 1 /4"=1'-0" U N U N N C S1 .N N 0 E 0 0 C 0 N N E d 0. c U3 0 a x d o� r CP 0 0 0 U. N 0 O L a T `o a t C C O O 0 N N O L d 0 a 0 H r-. O L 3 E L O w 0 O N C C O E T C O C .O N O+ C O L U O 'a 0 U O O M O c 0 N C O a v 0 y C Ui 0 a� Ui C rn N C C 0 "; v 0 a U3 r C r rn 0_ 0 U L 0 C 0 U) t 2 0. O U 0 C O E E 0 0 V1 N N a t U N u a� N 0 E 0 LdLL w l.L., W W rZ 0 Z U (Loz W LO CO Ca wwL /NCL to Ld 0 - V2 Q/ (0 QO Y) 111%. N V 1 J �f' w0 0 Z Z ILy _• W � Z J 0.. Z LLJ wL Ld N D D (=M' j� `� VI O F- 0 U iTi UO cn H W CL Z U U a O � p3: ICI w 0 x "Sanibel Island" FP-36 OT# 35, CALA COVE FA rawn by JL ecked by DM date scale S NOTED job no. 3-4275 drawing no. 3A 14.0 CD N O L.(7 O Z 0 U 1711101 CD U 0 V- ONNECTOR 3CHEDU LE CONNECTOR TYPE NIMP3OH US DESCRIPTION F'48TENERB PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR 4 I4ETA20 16-led ETA16 (10) 10d X IV EA. (l0) led 4A H14ETA16 12-16d (2) ETA16 10-10d X 11,1' EA, 6 META22 15-10d 21 Hl 4-8d RTIS 5-8d 25 H3 8-8d RT1 le-8d 26 H25 IV -ad RI 10-8d 31 LSTA9 11 led LSTA9 8-1ed 34 HGT-2 8-1ed WA WA 38 W/ HTT1VS E EA SIDE TO GIRDER- 8-1ed WLIGT3TO WTT16 EA, 61DE TO GIRDER: 8-0d TO WTT16 BELOW %' THREADED ROD W/ (2) LSP 1kb, WAS14ERO WTT16 TO STUD:IS-16d WTT16 BELOW %' THREADED ROD W/ (2) LBP 3i' WASHERS WTT16 TO STUO:18-16d 38A WTT16 TO HTT16 TO GIRDER: 18-16d WMTS12 WA WTT16 TO WTT16: 4b' THREADED ROD W/ (2) LISP %' WASHERS WTT16 TO STUD:18-16d 14-10dx14' 39 MT612 14-1ed WC 20 18-8d 40 LSTA36 26-1ed LOTA36 26-10dx14;' 41 ST9 8-16d ST9 8-I6d 43 LSTA12 0-1ed LSTA12 10-10d 44 LSTAIS 12-1ed LOTA15 15-led 45 STIB 14-16d RTIS 14-16d 46 $Tie 14-16d RT20 I6-I6d 48 ST6224 28-16d KST 224 24-16d 51 6T6236 401 KOT234 40-16d 68 ST22 18-16d ST22 18-16d 69 ST6224 28-16d KOT234 40-16d 11 MGTA36 26-10d MSTA36 26-1ed 81 SPH 4.6,8 12-10d SPTH 4,6,48 IV-10d N/A N/A 90 ABU66 12-16d PAJ66 12-I6d 92 C 56044 2-%* BOLTS CS644 2-%' BOLTS 95 k2'0 x 6' AB W/ 2' WASHER 4't'• X 6' AB W/ 2' WASHER 96 LTT206 SILL: 2-4- BOLT LT820B SILL. 2-11' BOLT STRAP: 10-16d le -led x IV2, 91 MMiE K1-%'SLTJSTR24-I6d MTS215 6:I-16451-TJSTR24-16d 99 A35 12-8d MPAI 12-8d 101 H05A COLUMN. 2-11*4 x 3' DOLTS GILL . 4' DOLT A065 COLD N . 2-M' • x 3' DOLTS SILL. %' 0 x I'DOLT 103 HDDA coLUMN • 3-161# x 3' MOLTS SILL . 16' DOLT HDXS COLUMN . 3-16'0 x 3' DOLTS GILL . 16' x 14' DOLT 151 LUS24 H:4-1ed / J=2-10d JUS24 H:4-led/J:2-1ed 168 U46 H:8-10d / J:4-1ed SUH46 Hale-I6d/J:3-16d lei HUS26 20-I6d TW026 1­I:20-I6d/J:10-1001 184 WGUS26-2 H:22-44N20A/J:II THDH26-2 H:22-HN20A/J:11-HN20A 189� HEADER: 8-I6d JOIST: 6-I6d HHD048 HEADER 12-20d JOIST: 4-20d 191 THA29 HDR T : 4-10d HDR F : 4-led JOT -. 4-10d MOW29 HDR T : 4-10d WPM F : 4-1ed AT : 4-1ed 204 HGU826-2 HEADER: 20-16d JOIST: 8-I6d THDH26-2 WA 216 HUC412 HEADER 22-16d JOIST : 10-0d H0412 HEADER 16-20d JOIST -. 5-20d 21S WA WA WA WA 241A WA WA WA WA 245 WA WA WA N/A WA WA 268 WA WA wA WA 302 N/A WA WA WA 303 WA N/A N/A WA 0 TUB : C4 SH INGLI 150 FELT — 15/32' C.D.X. OR — 1/16' O.S.B. (MIN. 2B:12 PITCH) 2x'e a 24' O.C. W/ HUGHES MP35 ATTACHED TO SHEATHING WHEN GREATER THAN 24' x 24'. LATH AND STUCCO — 'J' METAL FLASHING 4x5 BASE FL AS W ING COX PLYWOOD OR O.S.B.7 15" FELT—� RAFTER — n,— I rQ Cricket And Flashing Detail NOT TO SCALE A Master Bath ^ Master Bath NOTE.- ALL CONVENTIONAL FfRA�-I INC-z IGHTS MIRROR I WC I 2x4 BLOCKING AT PANEL EDGE - TYP. ■ ■ ■ ■ I II K II II II ■ 1 PRECAST LU K W/1-G5 4 • VAULT K 3:12 ■ VAULT VAULT I / K — 3: : — _ —:12= _ li I/ K 6:12 I vv K -_-=-=-=VAULT — K 3:12 R1 E I I I • O.H. I I RIDGE {fi 1--- ---� I K VAULT — — — 3:12 o � o ■ OFF RIDGE• VENT AS d c) — O.H. TYP. VAULTS 3:12 =4= J I I I I ■ 1SL I II kf :�jj ■ 6 12 • LJ ATTIC• -- --- A=SEF— — _j__ ■ALLT _ _ 8 FLAT CLG. E — — — — — — — — — — 6:12 (� I _ 1-U — :I �RT�KET — — � � ASREQ. W E Q 17 em DE441 I� I THIS SHEERQ �SL � _ — — — VAULT**, I (VAULT - . I — I I N G1 r a I� Bath "2 D Kitchen E Ki tchen F Niche TO BE 2 xa 5E A115 4 2 x(o fRAFTE fRS e 24" O.G. 11 IN. U.N.O. THESE PLANS ARE NOT VALID FOR PERMITTING; WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCWITECT OF RECORD_ 41 U C rn d 0 v E 0 E 0 w 0 N E a>' a v r N to N a m L rn c 0 a0 rn w 0 r 3 0 a L SIMPSON 4 USP CONNECTORS ° SBCCI OS408, 9413E 0 0 D ROOF TRUSS HOLD DOWN o EACH ROOF TRUSS (I -JOIST) AT CMU WALL TO BE ATTATCHED WITH (1) SIMPSON CONVENTIONAL HETA16 OR USP U.N.O. EACH ROOF TRUSS AT FRAMING FRAME WALL OR WOOD BEAM CONNECTION TO BE (1) SIMPSON OR USP MT512 U.N.O. 0 FLOOR TRUSS / JOIST CONNECTION 0 EACH FLOOR TRUSS ATTACHED TO CMU WITH (1) HETAI6. EACH FLOOR > TRUSS ATTACHED TO FRAME 5EARIW3 WALL (OR BEAM) WITH (1) MTS12. ° t a ENDJACKS AND CORNER SETS E 0 AT FRAME MAY BE (1)-H2S O ROOF SHEATHING ROOF SHEATHING TO BE 15/32' COX OR `0 i/16' OSB NAILED WITH-OSSX21is' E MECHANICALLY DRIVEN NAILS OR `o 10ci X 3' AT 6" O.G. EXCEPT r- FIRST 4'-0' OF ENTIRE PERIMETER 0 11,1411CH SHALL BE 6' O.C. IN THE FIELD AND 4' O.C. ALONG THE EDGE U.N.O.t Su ° WAI L GTWINn WALL SHEATHING TO BE 15/32' COX OR 71/16' OSB NAILED WITH 8d CORROS'ON RESISTANT NAILS AT 6' O.G. IN THE FIELD AND 4' O.C. ALONG THE EDGE UN.O. ° UJ14ERE STRUCTURAL WALL SHEATHING °_ IS USED FOR UPLIFT RESISTANCE, o THIERE SHALL NOT BE ANY HORIZONTAL JOINTS WITHIN 16' (ABOVE OR BELOli) H I; OF THE SECOND FLOOR SOLE PLATE. a FASTEN SOLE PLATE INTO FLOOR o TRUSS w/ 4-I6d X 3 1i2'. PROVIDE ROOF PLAN NOTES N H2S AT TOP OF EACH FULL v2 HEIGHT STUD (0 16' oz.). 1. All trusses shall be designed and sealed by truss 4D ° manufacturers Florida registered structural engineer. o FRAME BEARING WALL SECOND FLOOR EXTERIOR WALL ARCHITECT ACCEPTS NO LIABILITY FOR TRUSS DESIGN OR LAYOUT. STUDS TO BE MIN. 2X4 02 SPF OR 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, 03 SYP AT III o C.t (OPTION +'2) WITH SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE (1) H2B a TOP 4 BOTTOM OF EACH FULL FABRICATION. ALSO, TRUSS MANUFACTURER TO C HEIGTH STUD OR (OPTION "3) PROVIDE SHOP DRAWINGS TO HOME DESIGN SERVICES, 0 WITH 11) SPH4 +TOP AND BOTTOM INC. FOR FINAL APPROVAL BEFORE FABRICATION. CD OF EVERY OTHER STUD (32' oz.). 3. All roof pitches are to be set as indicated on plans ° WHERE CONNECTORS BETWEEN FLOOR and elevations. o JOIST/TRUSS AND EXTERIOR STUD LLALL 4. Top plate heights vary. See building sections, wall ABOVE HAS BEEN MISSED, PROVIDE A sections, and elevations for bearing heights. o SIMPSON MST31 0 24' oz. OR USP KST23"1 a 4'-0' oz. (MIN.) w/ 16-106 NAILS FROM 5. Truss spacing shall be 24" o.c. unless otherwise d BOTTOM OF FLOOR JOIST TO STUD UALL ABOVE. noted. Conventional framing shall be 16x o.c. or r as otherwise noted. NOTES. Truss manufacturer to provide all gable end trusses with intermediate stud members 16" o.c. o: NO STRUCTURAL CHANGES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIE-0 UNLESS, 7. Roof decking as specified. PRIOR TO MAKING CHANGES, WRITTEN APPROVAL 8, Overhangs will vary. See roof pion and exterior t IS OBTAINED FROM THE ENGINEER/ ARCHITECT elevations. All overhangs greater than 18" shall ° OF RECORD. IF CHANGES ARE MADE WITHOUT be tacked on in the field. o WRITTEN APPROVAL SUCH CHANGES SHALL BE g• Frame walls up to underside of roof trusses at t THE LEGAL AND FINANCIAL RESPONSIBILITY all non -bearing walls and at volume area unless OF THE CONTRACTOR OR SUB -CONTRACTORS otherwise noted. 0. INVOLVED AND SHALL BE THEIR RESPONSIBILITY U TO REPLACE OR REPAIR THE CONDITION AS 10. Align trusses and hand framing so as all gypsum wall board to be continuous from floor to ceiling. c DIRECTED BY THE ENGINEER 11. Truss manufacturer to insure design consideration E to the fallowing additional loads: 0 a: All ceiling hung soffits and soffits w/ cabinets as shown on plans. b: Attic located HVAC units as shown on plans. r WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shalt verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must L c — SEAL THIS STRUCTURE HAS BEEN DESIGN 'O MEET THE WIND LOAD REQUIRMENTS OF SECTION III OF THE FLORIDA be notified in writing of any variation from the o; BUILDING CODE 2001 EDITION. dimensions, conditions and specifications appearing u on these plans. 1. BASIC WIND SPEED - 120 MPH.(® 3 SEC. GUST.) 2.WIND IMPORTANT FACTOR - 1.0 °' DATE Roof Plan �'? 3.WIND EXPOSURE - CATEGORY B �.fNTERN�SSURE COEFFICIENT +1- 0.18 o E E SIGNATUi Scale: 1/4"=1'-0" V ! Ld LL W U) Z t� 0 OEM-" Z 'd' U U �0Z w > (f) 9 o ,j /N/'�� (L J lr 0 ►A Z (D VQI lA W 0 \1! � 0L M N .J w 8 Q Z Z LL. Zz 0ra�- 0.. Z �' M co W Z =1 W I N � 00 O H Q 0NI U 0 in Ld : U V X 00 pLO ICI „r w 0 "Sanibel Island" FP-36 OT# 35, CALA COVE Or drawn by JL checked by DM date scale AS NOTED job no. 03-4275 drawing no. 0 N \ 0 (n W W revisions by (S 05/01/2003 JL TOTAL ALLOWABLE SUPERIMP❑SED LOAD TOTAL ALLOWABLE SUPERIMP❑SED LOAD QUALITY PRECAST COMPANY DISTRIBUTORS FOR: STRUCTURAL NOTES POUNDS PER LINEAR FOOT POUNDS PER LINEAR FOOT LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS STRONG ON SERVICE B'XB' PRECAST LINTEL C FILLED AND UNFILLED) 8'X16' COMP❑SITE PRECAST LINTEL FILLED FILLED FILLED P.O. BOX 771255 P.D. BOX 279 U WINTER GARDEN, FL 34777-1255 ZELLW❑OD, FL 32798 1#5 TOP 1#5 TOP 2#5 TOP P.O. BOX 1 1 1) 1.I❑DESt STANDARD BUILDING CODE (2001). (n FILLED FILLED SBCCI PST &ESI EVALUATION SBCCI PST &ESI EVALUATION MARK NO. CLEAR SPAN LINTEL SIZE N❑ STEEL NO FILL 1'A5 2'B5 MARK NO. CLEAR SPAN LINTEL SIZE 1#SC' 2#5D' 2#5EB❑T, BRAN DON, FLORIDA 33509-001 1 REPORT NUMBER 95102 REPORT NUMBER 9537 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED 21 CONCRETE (ACI 318-95), L-1 V-6' 2'-10, 6191 7845 8122 L-1 V-6- 2'-10' 12374 12591 12867 TELEPHONE: 1 -813-653-3240 1.3 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM � TYPICAL LINTEL SECTI❑N DESIGN LOADS FOR BUILDINGS AND OTHER L-2 2'-2' 3'-6' 4277 5413 5604 L-2 2'-2' 3'-6' 8488 8680 8871 ORLANDO TEL. 1-407-877-1000 PRECAST W/ PRESTRESS REINF❑RCEMENT C❑MP❑SITE LINTEL SECTION STRUCTURES (ASCE 7-95). o L-3 2'-8- 4'-0' 3466 4383 4538 L-3 2'-8' 4'-0' 6868 7023 7178 L-4 3'-2' 4'-6- 2917 3686 3817 L-4 3'-2' 4'-6- 5772 5902 6033 TYPICAL LINTEL SECTION 2500 PSI CONIC. FILL 2.) CONCRETE, L-5 4'-0' 5'-4' 2300 2906 3010 L-5 4'-0' S'-4' 4546 4649 4753 PRECAST CONCRETE ],yrj� L,_rj' (GONG. PLACED IN FIELD) '' ' .•, 1 #5 BAR. CONT. 2.1 C❑NCRETE COMPRESSIVE STRENGTH AT 28 DAYS, o (Y� L-6 4'-6- 5-10. 2045 2577 2669 L-6 4'-6- 5'-10• 4028 4120 4212 TOTAL ALLOWABLE SUPERIMP❑SED L❑AD TOTAL ALLOWABLE SUPERIMPOSED LOAD 2.1.1 PRECAST WITH STANDARD REIN REINFORCEMENT-3,500 PSI C STD. 180' HOOK B EACH a •'. :! 2,1.2 PRECAST WITH PRESTRESS REINFORCEMENT-S,OOii BSI c UJ 2500 PSI CONIC. FILL • . END OF STIRRUP W/2 1/2' o L-7 5'-2' 6'-6' 1722 2167 2245 L-7 5'-2' 6'-6' 3382 3460 3538 P❑UNDS PER LINEAR F❑❑T POUNDS PER LINEAR FOOT 1 �•45'(CONC. PLACED IN FIELD) (`� `a ' I� LEG EXTENSION PAST BEND CONCRETE BLOCK 'KNOCK 2,1 3 CONCRETE FILL (PLACED IN FIELD)-2,500 Psi y L-8 6'-2- 7'-6- 1484 1865 1932 L-B 6'-2' 7'-6' 2908 2975 3042 B'X14' COMPOSITE PRECAST LINTEL 8'X6' PRECAST LINTEL ( FILLED AND UNFILLED ) �I-�'IL L I TYPICAL. our' COURSE fn=1250 PSI 2.2 REINFORCING BARS, L-9 7'-0' e'-4' 1384 1636 1696 L-9 7'-0' 8'-4- 2548 2607 2666 FILLED FILLED FILLED STD. 180• HOOK e EACH (U I { TOP LEG BAR 3/8' 2,2,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF E W U) 1#5 TOP 1#5 TOP 2#5 TOP FILLED FILLED • .END OF STIRRUP W/2 1/2' WAD ClJ I ' I BAR, EACH LEG. CELLS AND 'U' LINTEL FILLED FABRICATION ASTM A615 (GRADE 60) CL Zo L-10 8'-0- 9'-4' 1138 1425 1476 L-10 8'-0' 9'-4- 2215 2267 2319 1#5 HOT. 2#5 BOT, 2#5 BUT. I�i LEG EXTENSION PAST BEND '5R . W/ CONC. IN FILED 2500 PSINO FILL 1 #5 2� #s I TYPICAL. U) I 7/32 STIRRUPS 4 OF DS , 2,2,2 STEEL IN LINTEL AND KNOCKOUT BLOCK CPLACED aL-11 9'-2' 10'-6' 989 1236 1281 L-11 9'-2' 10'-6' 1918 1936 2009 MARK N0, CLEAR SPAN LINTEL SIZE 'C' 'D' 'E' MARK N0, CLEAR SPAN LINTEL SIZE NO STEEL 'A' B' I • �_�_• eJi 6 f! 6' WITHIN 24. OF ENDS r -ISM'��' L-12 10'-0' 11'-4- 904 1128 1170 L-12 10'-0, 11'-4' 1749 1790 1832 M-1 1'-6' 2'-10, 9095 8725 8930 M-1 V-6' 2'-10' 4119 3986 3920 0TOP LEG BAR 3/8• IN FIELD> ASTM A615 (GRADE 40)\O ILA IBAR, EACH LEG. BOTTOM STEEL -SEE SCHEDULE 'U' LINTEL AS SHOWN C .-. (L O U) � 1 �•--, � IN FIG. 1 OR 2 2,3 PRESTRESS STRANDS ASTM A416 7-WIRE 3 Z L-13 11'-2' 12'-6' 807 1004 1047 L-13 11'-2' 12'-6' 1554 1591 1628 M-2 2'-2. 3'-6- 6261 6005 6147 M-2 2'-2- 3'-6' 2843 2745 2699 � I7/32' STIRRUPS ! 6'-0' 1 •7 7/16' PRESTRESSED STRAND . 2.4 DETAIL REINFORCEMENT AN ACCORDANCE WITH ACI 315 Qn UJI > C0L-14 12'-0' IT-4' 749 931 933 L-14 12'-0' 13'-4' 1438 1473 1507 M-3 2'-8' 4'-0' 5060 4852 4968 M-3 2'-B' 4'-0' 1889 2219 2182 • 0.-O,C. (TIED OR WELD) 6 5 1 #5 BAR, CONT. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH a Q r L-15 12'-8' 14'-0' 708 783 784 L-15 12'-B' 14'-0' 1356 1389 1421 M-4 3'-2' 4'-6- 4249 4073 4170 M-4 3'-2' 4'-6- 1335 1864 1832 rH BOTTOM STEEL -SEE SCHEDULE L-16 13'-4' 14'-8' S48 760 765 L-16 13'-4' 14'-B' 1395 1448 1512 M-5 4'-0' 5'-4- 3340 3201 3278 M-5 4'-0' 5'-4- 827 1310 1324 1 • 1 • ACI STANDARDS. co f1, M-6 4'-6- 5'-10' 647 1025 1036 3 MASONARY: 4) Z U7 L-17 14'-0' 15'-4' 491 687 681 L-17 14'-0' 15'-4' 1326 1376 1437 M-6 4'-6' 5'-10' 2957 2833 2601 7,625 L-18 16'-0' 17'-4' 332 521 523 L-18 16'-0' 17'-4' 1153 TWIT 1250 M-7 5'-2' 6'-6' 2650 2538 2600 M-7 5'-2' 6'-6' S19 822 831 FIGURE 2 7 625 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE t [] M-8 6'-2' 7'-6• 2118 2037 2087 M-B 6'-2' 7'-6' 332 sea 530 FIGURE 1 SPECIFICATION ❑F THE NATIONAL CONCRETE MASONRY " UJ 2 S L-19 18'-C' 19'-4' 233 406 408 L-19 18'-0' 19'-4' 1019 1057 1104 M-9 7'-0' 8'-4' 1619 1717 1730 M-9 7'-0' 8'-4' 2s2 397 aol ASSOCIATION AND ACI 53fl, C+ N❑TES, NOTES, 3,2 MINIMUM MASONRY UNIT STRENGTH: fm 1,250 PSI o T n L-20 18'-8' 20'-0' 208 376 377 L-20 18'-8' 20'-0' 980 1017 1063 M-l0 8'-0• 9'-4• 1396 1481 1492 M-l0 8'-0' 9'-4• 216 340 343 1, MINIMUM COVERAGE OF STEEL 1.5' 1. MINIMUM COVERAGE OF STEEL 1.5' v f L-21 20'-0' 21'-4' 186 302 303 L-21 20'-0' 21'-4' 880 913 954 M-11 9'-2' l0'-6' 1213 1288 1298 M-11 9'-2' l0'-6' 186 293 296 2, C❑NC, STRENGTH AT RELEASE 3,500 PSI, 2. CONIC, STRENGTH AT RELEASE 5,000 PSI, FIGURE 3 3,3 MORTAR SHALL BE TYPES N L-22 22'-0' 24'-0' 111 237 239 L-22 22'-0' 24'-0' 740 775 801 3, STRAND FOR PRESTRESSING TENDONS ASTM A416 EE NOTE IT IS THE CONTRACTOR'S RESP❑NSI$ILiTY ° 00 Q M-12 10'-0' 11'-4' 897 954 962 M-12 10'-0' Il'-4' 135 212 215 4, MINIMUM PRESTRESS FORCE PRIOR T❑ L❑SSES 43.5K T❑TAL T❑ REVIEW ALL DRAWINGS BEFORE CONSTRUCTION NOTE, BOLD NUMBERS REPRESENT PRECAST LINTELS PRESTRESSED NOTE, BOLD NUMBERS REPRESENT PRECAST LINTELS PRESTRESSED M-13 11'-2' 12'-6' 736 784 790 M-13 11'-2' 12'-6' 109 171 173 BEGINS. w USING (2) 7/16' DIAMETER PRESTRESSING STRANDS. USING (2) 7/16' DIAMETER PRESTRESSING STRANDS. M-14 12'-0' 13'-4' 568 606 611 M-14 12'-0' 13'-4' 82 128 129 Z Q z d LL W ° Z O LIJ o t T Z '(.l POWERS STEEL & WIRE PRODUCTS cARuso TURLEY SCOTT INC. a o� �.-� W 4118 E. ELWOOD CONSULTING STRUCTURAL ENGINEERS w W Ln 040 2702 NORTH 44TH STREET SUITE 200 GROLITFILLED BOND BEAM L J i _ i Z N p; PHOENIX, ARIZONA 85 TABLE 1 W/54 RECAR GONT. O O o W L-1 LINTELS PHOENIX ARIZONA 85008 (SHEAR STEEL REINFORCED) FIXED CILA G • ■ ■ FLA PAGE3-1112-4-0 VOICE (602) 912- 9120 °PE"INC' O O 0 PRE-GABt Q;OWG. LINTEL I rn t 1 U o U) LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) FAX (6O2) 912-9390 (,I/ I +S0SWIR SEE I 'V V DEAD LOAD PLUS LIVE LOAD 3000 PSI GROUT LINTEL D J SPAN Li -if L1-12" L1-18' L1-16" L1-20' 0-20" Ll-24• L1-24• L1-32• Li-32" LI-40" L1-40" L1-48' L1-48" SPAN O I y W UJ IL W/16 W/05 W/16 W/06 Wp6 W/16 W/i6 ,Ic O o * ..... TOP OF BOND CM.w ' 2' 0' 7525 7528 9245 0245 11575 11675 13D42 13042 13042 13M 13042 IM42 13042 13042 2'-0' ' ••`� .. -•' '� -' • "'! •'` N .• • ~`-• •• 2'-8• 5713 5713 6925 am 8745 6745 9769 om 9752 9769 9769 9769 9759 9769 2'-W I O S_4' 4551 4581 5553 5553 7012 7012 7a33 7533 7833 75M 7833 780M 7833 7633 Y_r 35M a= am 6521 5521 a= 6521 6521 65M 4'-0' 6 I 1 >, � OM 4'-0' 3814 3a14 4623 4623 SBJB I O O HU 4' -8" 3257 3267 3959 3959 5000 50D0 5585 5585 55m 5585 55M 55&S 5585 55m 4'-8' , �: • �;:... ;z.a;,-r y W 5'-4' 2862 2m2 3469 3469 43M 4381 4894 4804 4694 4m4 4694 4m4 4094 4894 5'-4' 1 � E=:�.� �'�'�":�" � ::' R'�'`�# TOP of TRANSOM .. I . • � LINTEL QUALITY FLORIDA POWERS � 'Q O � 6'-0' 25Q 25143 3082 3082 3892 3592 4347 4347 4347 4347 4347 4347 4347 4347 8'-0' POWERS STEEL PRODUCTS LINTELS :� f',9 OPENINGS 1 NO. PRECAST ROCK STEEL COMMENTS ° 6'-r 2287 2772 2772 3501 3501 3910 3910 3210 3910 3910 Ric wo 39to 8'-B' T "�•'� r-4" 2081 2523 2523 31m 31m 3538 35m 3538 3556 3538 3538 35m MN r-4' LINTEL DESIGNATION :" � \ ,•;- _v:• , 1 L-18 C 8-16SL5 C17'-4') L-1 20 W/ #5 16'-0' SPAN L 8' -0' 1907 1907 2311 2311 2919 2919 3260 32m 3260 3260 3260 3260 3260 3260 B'-0' „` 1 ■ 8'-as' 1780 1760 2133 2133 2593 2603 3008 3009 3006 3008 3009 3006 30M 3008 8'-8' INDICATES HEIGHT OF GROUT (13) { - - - - - - - - - - - I 1 O '_ 9'-4' 1635 ism 1992 19Bz 2503 2503 2796 2798 2796 7M 2796 2798 2796 2796 9.-r S 9 -0. 1499 1528 1849 1649 2335 2335 26m 260a 2808 2608 2606 2e0B 2808 2808 „ ;$ Iy4," r''1 :� TOP OF OPENImIG �. I I I 1 0 3 M-6 A 8-6SR0 1 0 1QY-0' 1316 1526 1733 1733 2tm 21m 2445 2443 2445 2445 2445 2445 2443 2445 10'-e' 1. ,'+� z?.; ; �'», :` , 3 L - 6 8 - 8UL (5' -10') N 11'-4' 1157 1346 1032 1632 2051 2051 2302 2302 2302 2302 2302 23M 2302 2302 11' -4' '+' L� ;+:' • �'• , 2-2xB'9 NDR . • 9 TAPCON133/16'X1 3/4' I�.i I 12'-0: 1041 1271 1455 1541 lam 1946 2t74 2174 2174 2114 2174 074 2174 2174 12'-o' r5 BOTTOM REINFORCING WHEN / 4 L-2 8-8UL C3'-6') : 12-9' 934 1174 1314 1459 1693 1843 2058 2059 2058 2059 2059 2059 2059 2059 1r-Ir CALLED OUT - SEE NOTE 14. / -� <.� I CONC. CLOCK WALL - I 5 L-4 8-8UL (4'-6') ; tY-4- 643 1061 1187 1387 153D 1752 1Bm 1957 2957 1957 1957 1057 1957 2957 1Y-4' _ 14'-0' 765 962 1078 1321 1387 1688 1693 1863 tm3 1m3 1863 tm3 1883 tm3 14' If FILLED DELL UL)/ ■ 6 L-8 A 8-8SL0 (7'-6') 14'-a' 595 an NO 1247 1263 1592 1542 2778 177a 177a 1778 1778 2778 177a 14'-e' / I �3♦ IQEBAR CONT. 15'-4 636 602 a97 1142 1157 1466 1412 1701 1701 1701 1701 1701 1701 I'M le-e / FRQ1"I FNO. TO BOND SM. ■ '0 I 0 1157 14M 1412 1e01 1830 1630 1630 1530 1630 1630 IC-0• • 7 M-3 _ 8-6UR (4'-4') SERVICE I117flR 0 IV If 585 736 824 104E rti� i+. 16'-8' 539 878 759 966 978 1240 1194 1542 tm5 1555 1565 1565 1565 1565 18'-8• / �n;,ti '" I O ,r_r 499 625 702 e93 905 1147 TWOS 1427 1495 1505 1505 1505 1505 1505 1r-4' (11) •ar VARIES 8 L-10 A 8-16SL5 C9'-4') 631 e25 e39 11xi4 1024 1323 13a5 1449 1449 1449 1449 ,44g la'-o• 1 I L-13-A 8-16SL5 C12'-0') v te'-0" 463 592 (SEE FLOOR PLAN 6 ELEVS,) 9 c 1r Ir 430 541 505 770 750 9m 952 1229 1267 1397 1397 1397 1397 1397 le-6• HEIGHT OF O MPOSITE () O O I O 10 L-10-A 8-8SL5 (9'-4') ° 19'-4' 401 505 364 71e 728 922 a6a 1147 1201 1349 1349 1349 1349 1349 i9'-4' LINTEL VARIES E SEE /� /-(2) 20-0• 373 471 527 671 M m2 830 1071 1122 1304 1304 1304 1304 1304 20'-0' PUSE LAN AND BEAM BLOCK SCHEDULES �Ll�f/ 21'-0• 340 427 479 no BIB 781 753 072 1018 1242 1242 1242 1242 1242 21-0• AT �D LINTEL/NE�DE� OPENING O AT BOTTOM COURSE TO ISOMETRIC I ' 11 0 22'-0' 310 300 436 554 562 712 SM m5 927 1189 118D 1185 11m 11m 22'-0' 00 OVER POWERS STEEL (OUT NOT SHOWN FOR CAR 23'-0• 283 J56 399 507 514 651 627 610 me 1111 TOTS 1134 1134 1134 2S-0' LINTEL AND BOND BEAM 1/4'■ V-9)' ■ I I 12 24'-If 260 327 366 4m 472 5m 576 744 779 1021 991 1057 1097 1057 24-D• eLodORONG. IzaNTAL FIGURE NO.IA 25'-0' 240 302 337 429 435 551 531 ON no 941 913 1043 lam 1043 2V-0' REINFORCING O 240 279 312 397 402 510 481 834 664 870 845 1003 1003 1003 28'-0• (FOR NUMBERS IN () SEE NOTES). 13 v 20' 0' (14) I 0 2r-0' - 259 289 3m 373 473 455 5m 616 806 783 9m 959 gee 2r-0' 14 °� �_0• - 259 269 342 347 440 423 547 572 750 729 932 992 932 25'-0' GROUT FILLED► BOND BEAM ■ I I c 29'-0" - 224 252 319 323 410 393 510 534 699 679 BBB B31 m9 29'-0" W/ 56 REBAIQ CONT. I I 15 ° 30'-0• - - 234 2m 302 353 359 475 499 653 634 930 777 BOB 30•-0' 31'-0' - - - 279 253 359 345 446 467 612 594 777 727 841 31'-(r • 16 �•-Q' - - - 252 265 337 324 418 438 574 558 730 693 815 32'-0' FLED CILA88 CI 11K NOTE 20 GAGE LINTELS SHALL NOT BE USED 8" (7.625" ACTUAL) OPh"NINCs 17 ° FOR SPANS GREATER THAN 12'-HY MASONRY. LL O L-1 , L-2 NOTES (13) PM -CAST GOXJC. LINTEL 18 � 1. PRODUCT NAME (PATENT NO. 4757656; SBOO PST & ESI / 93-132) (wl I 4BIM15AR 8EE � _ • 19 ) • PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY 10" DEEP AND DEEPER LINTELS - 5 STIRRUPS AT a- O.C. EACH END (112 TOTAL STIRRUPS). I (10) O r 2O POWERS 57EEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C Fy - 40 Nel. BOTTOM FLANGE DEFORMATIONS, AT CONTRACTORS OPTION. MAY RUN STIRRUPS SHALL BE 1 1 'CLEAR FROM TOP OF GROUT. -, •,,,.�. TOP Q7F BONG CM.g O �- - -� 21 PARALLEL TO 11HE LINTEL OR TRANSVERSE TO THE BOTTOM FLANGE. NOTE DEFORMATIONS /2 • II DO NOT EFFECT STRUCTURAL CAPACITY. 12.PLACE FIRST STIRRUP 4" FROM FACE OF JAMB AS SHOWN 9 1'.•,,'�-' ' ��:-• ~SC ••,•� i!, -!-••. 22 0 2. SHORE UNTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON- 13.MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT. HEIGHT VARIES v (1 - - • CURED MASONRY. THE DEAD LOAD WEIGHT OF THE LINTEL MAY BE EXCLUDED FROM 1HHE LOAD (J) I CALCULATIONS DUE 1O THE COMPOSITE NATURE OF THE LINTEL ASI92]iBLY. (1,4) 23 3. LINTEIS TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING A MINIMUM ~ •• ■ ■ I'm AS SHOWN. 14. #5 IiENFORCING BAR (GRADE 40� To SEAR ON BOTTOM of sTm LINTEL (11) (, "" W< N •,": 4NJi,; 24 AS SHOWN AND TO BE THE SAME LENGTH AS LINTEL ONLY WHENE SPECIFIED i_�'.' _`''� • r``1 TOP OF TRANtgOI'1. N 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED IN LINTEL CALLOUT.` OpENg.)Ce ■ I C AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. tC O 15. MANUFACTURER: (7) / \ \ Q1 5. BEARING EACH END SHALL BE 3' PLUS OR MINUS 1'. BEARING SHALL BE ON A MINIMUM I r - - - - - - - - - -INDICATES 'N❑ FILL, N❑ STEEL' 9" DEEP OROUJED CELL EXCEPT THAT L2 LINTELS MAY BEAR ON 1 Ile THICK POWERS STEEL PRODUCTS LINTELS 8PS2.5 (1) E • - - - - - - _ _ - - - MINIMUM FACE SMELL. 4116 E. FLW000 PHOFIIIN, AZ 6'1040 �', ^r.. , }: ■ ■ C S. Fm: 1500 pd. MASONRY UNITS SHALL CONFORM TO ASTM CM GRADE N. PV4 602-431-1160 FAb 902-437-5W9 STEEL LINTEL Slr`w`4�;}�. ,x„'�M_'; �i 1:� L� : TOP OF OF'ENIMCa I � DAYTONA BEAdl FL 9L SUMMERS (2) vv 7. GROUT: 3.000 pN. SLUMP RANGE: a" TO 11'. ROD OR VIBRATE GROUT ADEQUATELY PHj !FAX/ 1-W4-239-9546 POIi/ 1-600-b42-6676 PRECAST �- LINTEL. TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH TAMPA, FL KARL GIiETallffR • : I I I ■ N ❑ ASTM 0476-83 AND BE EITHER COARSE OR FINE OROUL POR/1-a00-519-5022 FAX/ 1-813-759-OM � I 16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN DESIGNED IN L-1 SECTION Go1d� Iu4Ll THESE PRECAST CONCRETE LINTELS HAVE BEEN DESIGNED vi B. MORTAR: TYPE "S' OR TYPE 'M' IBM pN• ACCORDANCE NTH THE FOLLOWING. c 9. TOP REINFORCING OR TOP OF WALL REINFORCING IS REQUIRED BY CODES TO PROVIDE ■ ■ ■ ■ ■ ■ A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT FIGURE NO.18 FILLED CELL DAR T O T❑ CARRY THE GROUT FILLED CONCRETE BLOCK WALL ABOVE RESISTANCE AT LINTELS TOP REINFORCING IS NOT REQUIRED AND IS NOT PART OF THE POWERS STEEL LINTELS (EXCEPT AT THE L-1 LINTELS A REINFORCING BAR IS REQUIRED FOR THE ' SBCCI SSTD 10-96 (FOR NUMBERS IN () SEE NOTES). THE LINTEL U P T ❑ A HEIGHT ❑ F 12' - 0' A , F . F , STEEL STIRRUPS). SIZING OF TOP REINFORCING IS THE RESPONSIBIUIY OF THE BUILDING ' STANDARD BUILDING CODE - 1994 FIROI-i FIND' TQ BOND BM. d • ARCHITECT OR ENGINEER. ALTERNATELY, TOP REINFORCING COULD aE SIZED PER SOW DOCUMENT • AISI LIGHT GAGE COLD FORMED SSTD 10-0& STEEL DESIGN - 1990 10.ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. VARIES H 225" 2.25• 2.25• O3 STACK 3L❑CKS MAY BE USED T❑ ELEVATE EITHER SIDE ❑F A 11. STEEL ALL BE b�6 DIAMETER sM�OOMTiOR0A0 Fy - 60 kN MINIMUM. STIRRUPS �PROB�S ASSISTANCE DEPTHS�FF RFROM ENT THAN THSE�MANUFACTURER TM�� T E BPS2.5 (16 GAGE) (SEE FLOOR PLAN 6 ELEVS.) Lintel Layout AN ALTERNATE SIZE STEEL STIRRUP SHALL 2-5/10•0 x z , /2' %LINTEL HEIGHT s,RucTIAZAL ENGINEER FOR THESE LINTELS IS: Smin. - .355 IN 3 LINTEL F ❑ R A DOOR ❑ P E N I N G . STACK B L ❑ C K SHALL N ❑ T B E °' W 4 » > :» CRACKED, MUST BE EQUAL TO BEARING SURFACE DIMENSI❑N, MINUS 2•X21/2"PER SKETCH: 21/2' CARUS0 TURLEY, scOTT INC. 1r ImM•- N LINTELS 6 MASONRY OPENING Scale of Base: 1/8 =1 -0 AND MUST PROVIDE ACCESS FOR REBAR AND GROUT DOWNPOUR. PAUL SCOTT P.E. ,� 8PS2.5 (20 GAGE) UEIGHT 2702 North 44th Street Suite ]200 Smh - .233 IN3 i/4'• i'-m' HEIGHT L Phoenix, Arizona 85008 ° O MINUS 2' Phone No. (602) 912-9120 I mkt. - .410 IN NOTE: THIS INFORMATION IS BASED ON THE DATA 0 -2 I/Y Fax (602) 912-9390 1• SUPPLIED BY PRECAST COMPANIES ,AND IT'S ENGINEERS. &75' NOTE: STIRRUP PLACEMENT (NOTE STIRRUPS AT a uNT¢ oNLr)} IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, 20 GAGE 8PS2.5 LINTEL MAY BE OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS L-1 & L-2 USED ON UP TO 12'-0" SPANS 12• DEEP LINTEL - 11 STIRRUPS AT 4- D.C. EACH END (22 TOTAL STIRRUPS). PLEASE CALL PAUL SCOTT P.E. COLLECT. RECESS DOOR HEADERS LINTEL and RECESS DOOR HEADER DESIGNATION N ovetHUL CLEAR GRAVITY LOADS 2 #5 T. & B. OVERALL CLEAR GRAVITY LOADS 1 #5 T. & B. ° • BPS STEEL UNTELS 8- 20 S L- X a 17. INSTALLATION LEN(irH (tt.) SPAN A) 8-BUL 8-ram B-12SL25 5-16SL25 8-2091M 8-24SL25 8-285125 �32SIM LENGTH (ft.) SPAN OIL) a-SUL 8-85L5 8-12SL5 8-1093 8-20SL5 8-24SL5 8-2BSL5 B-32SL5 Field Rebar Qty and size POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDNRD CONSTRUCTION NOTE: NO SCALE OVERALL CLEAR DOOR GRAVITY LOADS k TABLE 2 PRACTICES. SET To PROPER LINE AND LEVEL, PLUMB AND TRUE• AND IN CORRECT V-10• 1'-6• 8105 12278 30339 3D339 30339 30339 30M 30339 2-10• 1'-6' e,o5 12276 3033g 303� 30339 30339 3D339 Ka RELATION To OTHER WORK. 16 GAGE IS .060 INCHES THICK. 20 GAGE IS .035 INCHES THICK. Y-6• r-2' M42 5725 17439 21014 21014 21014 21014 21014 9_6' 2'-2" 3542 5726 15829 21014 21014 21014 211014 21014 LGTH(ft.) SPAN (ft.) SIZE (ft.) 8-6UR 8-6SR0 8-10SR0 8-14SR0 B-18SR0 B-22SR0 6-26SR0 8-30SR0 (ittop+1 �15 op and BOt ) + Q L- 2 LINTELS FlLMA MKT .m 4'-D• 2'-e' 2480 4043 8564 17079 17079 17079 17079 17079 4'-O• 2'-II• 2486 4043 &564 14840 17079 17079 17079 17079 S-8" 2'-e 2'-0- 2488 2720 8171 12574 17012 19546 19543 19543 NOminal Width `(( P" PAGE:5-11 12-4-95 4'-8• 3'-2' 1915 3121 5676 13M2 14385 14365 14385 14385 4'-5' S-2' 1915 3121 5676 10496 13732 14385 14385 14385 ` 25 = 2 5 tip and I�Ot• ) (� 4'-0" 2'-8' 2'-4" 1951 2075 6215 9602 12994 16413 17102 ,7102 4'-8• S-4' 1775 2896 5092 11472 13653 lXW imm 13a53 4'-9' S-4' 1775 2N6 5092 9445 12355 13LW 13553 13553 Nominal Depth (5 = 5 �Q� Oltd $Ot. ) LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) 4'-2' 2'-10' 2'-6' 1725 2833 551a 8490 1,491 14515 ,so94 iso94 P t s'-4' 4'-0' 1383 2280 3a39 se71 11400 11400 11400 11400 5'-4' 4'-0' i3D3 2260 3e39 6551 8570 10594 11400 11400 � { Q = 1 j~)5 Top, 0 Oars Bot. ) RT DEAD LOAD PLUS LIVE LOAD 3000 PSI GROUT 5'-iC 4'-B' 1183 1934 29M 5253 9584 1D127 IM27 10127 5'-t0' 4'-C 1183 1g34 29B8 5144 6732 8323 WO 10127 4'-4" S-o" 2'-8• 1538 1632 4911 7563 10238 12934 15204 15204 POWERS STEEL PRODUCTS LINTELS 1 6'-6• 5'-2' 991 1624 2418 4016 6509 am OB20 am F- 6'-6' V-2' 991 1624 2416 4015 65M 8331 am Belo LU 4'-8• S-e 3'-0" 1241 1315 3960 6101 8262 104M 12620 13M S=Solid grout filled L=Linte#, f�= Recess Door Header o � T `-w,, r-6' 8'-2' 798 1305 1877 2984 4511 ---- 7391 7391 7-a• 6'-2' 795 1305 lern 2954 4511 5797 69M 7301 d 5'-8" 4'-4• 4•-0' 1128 1376 2288 3562 4845 6134 7425 8719 U=Unfilled " Sanibel Island � SPAN L2-S' L2-12" L2-16' L2-20• L2-24" L2-32' L2-40' L2-48" SPAN LINTEL DESIGNATION °7 w * a, y,° B'-0' 6'-Or 725 Ilse 1689 2520 3M3 5733 am SM V-0' 6'-Ir 725 1185 1aN 2620 3993 4g35 58M am 6'-8" 5'-e 5'-0" 880 896 1481 2312 3149 3990 4832 5676 c ' ^ 2'-O' 3360 5220 7070 8930 10790 13042 13042 13042 2'-0' INDICATES HEIGHT OF GROUT IL 604 1121 1584 2434 3570 5162 6514 6514 a 8'-4' r-0" 584 1121 1584 2434 3570 4465 5320 617a 7'_8- 6'-4" 6'-0" 620 625 1025 16M 2191 2778 3W7 3957 O ��.r�-`� O 7 3910 5298 6689 5082 9769 9769 9769 2'-8' f s ;+9,� V-e B'-(r SB4 958 1333 2003 2833 3965 54&4 5770 9'-4' B-0' S84 956 1333 2003 2731 3377 4025 4673 y'_8• B'-4• 8'-0" 340 346 556 879 1204 1531 1858 2186 1 V 2'-8• 252 ? .. , S-4" 2018 3135 4246 5363 6480 7833 7833 7933 S-4" L2 - 1 6 a � ' a?+ H' ttr-6• V-2' 496 814 1125 1659 2310 3119 4152 4973 lo'-IC 9'-2" 496 798 1078 1560 2044 zu" 3014 3501 0 4'-0' 1880 2610 3535 4485 5395 6521 6521 6521 4'-0" ''° (1) #5 TOP (1) #5 BOT. 4'-8" 1439 2238 3028 3824 4821 5585 5585 5585 4'-8" ,1 ' ytr 11'-4' 10-0' 450 737 1012 1479 2035 2709 3542 4560 11'-4' 10-0• 450 737 1QI2 1479 2D35 2709 3542 4386 -4" 1261 2236 2653 3351 4649 5585 5585 5585 5'-a" / 12'-O• 10'-8' 418 653 937 1360 1857 2449 3165 4052 12'-0' 10`417 418 684 937 1360 1857 2440 3166 3824 L Z 8'-0' 1120 1740 2357 2977 3597 4347 4347 4347 B'-0' '--y IS-e 12'-0" NA 680 1220 17W 2180 2700 3200 3900 IS-4' Ir-0" NA 620 12DO 1720 2180 2700 3200 3800 OVERALL CLEAR DOOR GRAVITY LOADS .21 O 6'-B" 1001 1565 2120 2678 3235 3910 3910 3910 6'-ir 1� ,\ �t" 14'-0' 1r-e• NA 580 1100 16W 2100 2570 3000 3500 14'-0• 12'-e• NA sbo 11ao leao 2100 2sbo 3000 350o OTT# 35 GALA COVE / / w LGTH (ft.) SPAN (ft.) SIZE (ft.) 8-6UR 6-6SR5 8-10sR5 8-14SR5 8-18SR5 8-22SR5 8-26SR5 8-3d5R5 8-8UL 8-8SL $-12SL s_�sst 8-20SL $-24SL 8_2$S(, C 1 7'-4" 917 1424 1929 2437 2944 3558 3558 3558 7'-4" (9) / w 14'-8' 13'-4' NA 520 1080 1500 1950 2400 2900 3300 G 14'-B• 1Y-4" NA 470 NO 1400 2D00 2400 2m0 JIM 0 �- 8'-0' 840 1305 1768 2233 2898 32:0 3280 3280 8'-0" '1'«r , 1S'-4' 14'-0" NA 4B0 1000 1450 1900 23M 2700 3420 1V-4• 14'-0• NA 440 700 1300 low 2300 2720 3150 3'-8• 2'-4• 2'-0• 2488 2720 8243 18810 19543 19543 19543 19543 8'-B" 775 1204 1631 2060 2469 3008 3008 3008 8'-8' ' 4'-0" 2'-8' 2'-e 1951 2075 6215 12105 17102 17102 17102 17102 ° U `�^ 1r-v 16'-0" NA 320 No 1240 1500 law 23M 2540 F lr-4" 1s'-0' NA 320 5m 1000 1500 1800 2300 2640 - 9'-4" 720 1119 1516 1914 2313 2798 2796 279: V-e HEIGHT OF COMPOSITE ,W N LINTEL VANES - SEE 19'-4' 10'-0" NA 250 840 9zo 1360 1500 1900 23110 w 19'-4' t8'-o' NA 250 420 6eo lobo 1500 1900 2300 4'-2' 2'-10" 2'-V 1725 1833 5533 17700 16094 16094 16094 16094 p drawn by PLAN AND SCHEDULES JL 10'-0' 572 1044 1414 1788 2158 2608 2608 2808 10'-0' (2) ¢ ~ USE BOND BEAM BLOCK a 21'-4' 20'-0" NA 210 560 820 1120 1400 1800 2200 a 21'-4' 20'-0' NA 190 340 620 NO 14M INN 2200 to 4'-4" 3'-0" 2'-8" 1538 1632 491i8 11089 15204 15204 15204 15204 :�, 10'-8. 630 97B 1325 1574 2022 2445 2445 2445 10'-8' AT BOTTOM COl1RSE TO 11'-4' S93 921 1228 1578 1905 2302 2302 2302 11'-4' GO OVER POWERS STEEL ISOMETRIC 2Y-o' 20-6' NA 190 500 B00 1080 1300 1700 2000 22'-0- 26-8• NA IN 32D 600 goo 1300 1700 2000 L) 4'-8• 3'-e 3'-0' 1241 1315 4155 8354 13680 t3680 13680 13680 12'-0' S60 870 1178 141i8 1798 2174 2174 2174 12'-0" LINTEL AND BOND BEAM (d TNOT aaaTT) 24'-Cr 2T-B" NA 148 392 540 960 1240 1560 1e00 24'-0' 27-8' NA 130 25D 450 750 1100 1400 1600 �` u Checked by IV_O' 530 870 1178 1486 1798 2174 2174 2174 12-8' BLOCK AT HORIZONTAL a 5'-8' 4'-4 4'-0" 1128 1376 2785 4805 8418 10524 ,0524 10524 1 57 2957 2957 13'-4' REINFORCING. cnBICIURAl GENERAL NOTES IL L N 6'-8' S'-4' S'-0' 880 896 2093 3372 521i5 1i483 8550 8550 " DM Z 13'-4" 504 783 1061 1340 1619 9 8" (7.625" ACTUAL) 14'-0' 480 748 1010 1276 1541 1853 1883 1883 14'-0' MASONRY. (1) FIGURE NO.2A 1. SHORING REQUIRED WHEN THE CONSTRUCTION LOAD EKCEEDS THE SAFE LOAD LISTED FOR LNTEL 8-8UL OR 8-5UR VERTICAL DEFLECTION RATIO. 7'-8• 6'-4" 6'-0" 620 625 1551 2598 3652 B3B3 720o se59 6UR g 10S 8-14SR 13_t8SR 8-22�2 E2sS6.2 8-30SR ; date O 14'-B• 458 696 964 1217 1471 2778 2778 1778 14'-B" Z SHORNG OF PRESTRESSED LINTELS IS REWIRED AT 8'-O' O.C. MAX DURING CONSTRUCTION AND MAINTAINED UNTIL 11 FOR GRADE 40 REINFORCING STEEL, USE 85X OF INDICATED TABLE VALUES IF 4 INCH BEARING 5 USED, � �� i5'-4' a38 sae 897 1217 1471 1701 1701 1701 15'-a• (13) (FOR NUMBERS IN () SEE NOTES). THe CONaETE FLL aHDUr smEI4cTH Is oeTANm. TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. 9'-8' 8'-4' 8'-0' 340 346 859 1790 2497 3648 4592 3863 16'-0' 420 585 824 1062 1297 1630 1830 1630 18'-0' 3. SAFE LOAD VALUES ARE BASED ON NOMINAL 8 NCH BEARING (5 INCH MIN). VALUES FOR 4 INCH BEARING MAY BE OBTAINED BY USING 14. BOTTOM BARS MAY NOT BE USED FOR CLEAR SPANS UP TO 5'-4'. USE BOX OF NDICl11m TABLE VALUES 16'-8' 420 539 759 97B 1194 1565 1565 1565 16'-8' (1 0) BOX OF INDICATED TABLE VALUES. IF 4 INCH L1IJIPoNG IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION FLORIDA ROCK INDUSTRIES d S C a I e U 17'-4' 403 499 759 978 1194 1565 1505 1505 17'-4• (9) I 4. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT Love ASSEMBLY HEIGHT AS NOTED 5 FOR LENGTHS NOT SHOWN, USE THE SAFE LOAD FROM THE NEXT LARGER LENGTH 8. SAFE LOADS ARE EXPRESSED IN POUNDS PER LNEAL FOOL job n o . iB'-0" 373 463 651 839 1024 1385 1449 1449 18'-0' 7. UPLIFT LOADS ARE BASED ON 1-j5 VERTICAL REINFORCING BAR AT EACH END OF BEAM CONTINUOUS TO TWO INCHES BELOW TOP OF �� P.O. BOX 547819 SEAL r 1 1B'-8• 360 430 605 780 952 12e7 1397 1397 1B'-8' BEAM. PROVIDE HOOK BARS INTO FILL CELLS FOR EIGHT INCH L� UNTEL BEAMS TO DEVELOP INDICATED UPLIFT LONE 1. fe PRECAST - 4,aoo PSI FLORIDA 32 854-7819 THIS STRUCTURE HAS BEEN DESIGN TQ MEET THE WIN 03-4275 19'-4" 348 401 ssa 728 eae 1201 1349 1349 1V-4" & LATERAL LOADS ARE BASED ON SOLID GRIT FILL CELLS ON EACH SIDE OF BEM, SPAN RRNFMCED WITH AT LEAST 1-15 VERTICAL 0 R LA N D 0, zo'-O" 336 37s s27 680 830 1122 1304 13oa 20'-0• (7) 1HLDILR. z f` ' B000 LOAD REQUIRMENTS OF SECTI❑N I606 OF THE FLORIDA L.t_ 21'-0' 320 340 47B 616 753 1018 1242 1242 21'-0' 9. COMPOSITE BEAM SAFE LOADS ARE BASED ON MATCHING FIELD REBAR IN 801H THE TOP AND BOTTOM OF BEAM. 3 fc GROUT - 3000 IS WITH 3/B INCH MA)OMl1M AGGREGATE HEIGHT VARIES 4 C.M.U.'S PER ASTM COO WITH MINIMUM NET AREA COMPRE59VE VOICE 407 847-09301 22'-0" 301 310 436 562 886 927 1180 1186 22'-0' 10 SAFE LOAD RATINGS PER ACI 530 AND ACI 31& LOAD BEARING SUPPORT FOR LINTELS SHALL DESIGNED BY OTHERS ( ) BUILDING CODE 200E EDITION, y ` 23'-0" 276 283 39s 514 :27 848 TOTS 113a 23'-0• L- 2 SECTION 11. SAFE LOADS ARE LISTED AS NET CAPACITY - UNTEL BEAM WEIGHT HAS BEEN, DEDUCTED FROM THE GROSS CAPAaTY. STRENGTH - 1,goo PSI 2S-0" 233 283 3" 472 627 848 97 1134 2S-0• 12. ALL LINTELS EXCEED L/380 VERTICAL DEFLECTION RATIO EXCEPT EIGHT INCH DEEP LNTELS LIGHT INCH DEEP LINTELS EXCEED L/24o & REBAR PRo16oE0 N PRECAST PER ASTM A615 GRADE BD 7 �'L' FAX (40 7) 8 4 7 - 2 9 8 01 w & Tao ROWER PER ASTM Ae1s, GRADES 40 or 60 LBASIC WIND SPEED - 120 MPH,(@ 3 SEC. GUST.) drawing no. , ^ 25'-0• 233 240 337 435 531 718 913 1043 25'-0' FIGURE N 0.28 7. MORTAR PER ASTM C270 TYPE M ORS 1 1/r 4 s/6' •A' sRa v ' PRESTRESSED PRECAST REINFORCING SCHEDULE DATE 2WIND IMPORTANT FACTOR - 1.0 �' Q 26'-0• - 222 312 402 491 664 Bay 1003 26'-0• "A' Stod 'A• SteilINCH 27'-0" - - 289 373 455 016 753 959 2r-0• ( 8PS2.5 (FOR NUMBERS IN () SEE NOTES). 4, RECESS HEADER REINFORCING SCHEDULE PRECAST REINFORCING SCHEDULE 1� r c 2B'-O" - - 269 347 423 572 728 892 2e'-O' 1) "B• Steed 8 INCH U-UNTEL 8 INCH U-UNTEL • 8I lenUth� A• steel stow -S^/ 3,WIND EXPBSURE - CATECi❑RY B o L JI Y9 _O• - - 252 323 395 534 679 831 29'-0• (2) STEEL LINTEL. m _` o, 'B' Steil Overdl Len th A Steed steel n IS-4' to 19'-4' 2 - /3 2 - 7/1E0 STRAND SIGNAT 4, INTE A PRESSURE C❑EFFICIENT 50.18 30'-0' - - 234 302 389 499 834 777 30'-0' "� L..e OverDll Len th "A -Steil Steil ^ 21'-4• to 24'-0• 2 - #3 2 - 7/1� STRANDID .IJ 3'-8' to 4 -8• 2 - /4 r- 2'-10' to 5 -10' 2 - j3 2 - j3 � o 283 345 467 594 727 31'-0' 5' -8' to 9'-B' 2 - /3 2 - /4 B'-6' to 10'-6' 2 - /3 2- /4 ' a g aRa and 2- 32'_0' _ _ - 265 324 438 550 653 32'-0' ORANGE COUNTY BUILDING DEPT. 1,'-4' t9,2'-0• 2 - p 2- ,- _ * NOTE: 20 GAGE LINTELS SHALL NOT BE USED WS 9-11 -98 7 5/8' N 7 5/6" ORANGE COUNTY BUILDING PT. FOR SPANS GREATER THAN 12'-0". W S 1 1- 5- 9 8 PRE -WIRE PRE -WIRE NOTE: ALL SMOKE DETECTORS ARE TO BE FOR LIGHT FOR LIGHT HARD WIRED AND INTERCONNECTED DATE SEAL THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND 11 LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BAS)IC WIND SPEED - 120 MPH-(0 3 SEC. GUST.) 2.WIND IMPORTANT FACTOR - 1.0 3.WIND EXPOSURE - CATEGORY B RE 7 4.1NTIE1 NAL PRESSURE COEFFICIENT 1./- 0.18 LEGEND Ceiling Mounted Light PC Pull Chain Light ® Recessed Light Wall Mounted Light ® Wall Wash Recessed Duplex Receptacle Receptacle 1/2 hot, 1/2 switched Wp Water Proof Receptacle Floor Receptacle Pre -Wire for C1g. Fan =@GFI Ground Fault Interrupt Wall Switch 3-Way Switch Dimmer Switch N Telephone Jack H Cable Jack ® Pre -Wire Garage Door Opener Fluorescent Light © Panel ® Chime I-E Door Bell/Garage Door Switch I = Disconnect Switch QM Meter Q S.D. Smoke Detector Ceiling Fan Wall Sconce q� O Chandelier IQ IC Intercom Cg Spot Light Flush Mount Fluorescent Light Fan/Light Combination Motor ® Speaker QQ Junction Box Track Lighting �Q— Theatrical Strip NOTES: 1. Owner to verify exact location of floor outlets in field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder in the field, or by Home Design Services, inc. as additional services. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shots verify and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Fixture Layout Scale: 1/4"=1'-0" U C Vl 0 U L U V) C 0+ .N U d E 0 E 0 C 0 E 0 a c �L Vl Vl L a x v v L v J; 0 0 L 3 0 o. v s 0 0 N U) 0 0 0 r a� L N O `o c 0 0 VJ 0 L 3 E O w 0 c C 0 E T C 0 c o+ 0 L U 0 O v o� 'a 0 U O 0 c v Vl C 0 a v v w c R+ 0 V1 N Vi C o� a� v c v Vl O O L3 V; C 0 0. W V L r rn 0. 0 U L 0 C v V1 L .21 0 0 U 3 0 C 0 E E 0 U Vl Vl a� L U r W 0 U 0 C rn 0 E 0 X Ld z 0 V w > U)z l 00 r� LL1 Z Z c0 LA r � (1) N �+ l w0 00 z� Z (LL.Uj zz � t QL (nn ~~ U) W LQ (n Ld (0 OD � O U DOH 00 Lh w Ld w > (L I U U O 0LO L1! I E ELI -1 Sanibel Island FP-36 # 35, CALA COVE drawn by JL checked by DM date scale AS NOTED job no. 03-4275 drawing no F 1 0 N W Q w ram■ I I �— 2x4 STUDS 616" O.C. KO S 1/2' x 10' "J' OR 'L' BOLTS TYP. P. N.O. OR 1/2'0x6" EXPANSION BOLTS * 32" O.C. MAX. U.N.O. W/2'0xl/8' WASHERS I HCDPL/R 0 32' O.G. TYP. UNO. 2x4 P.T. PLATE ' 3 1/2' CONC. SLAB W/ P15ERMESH OR ox& WWM OVER 6M VISQ. a , -III I III II I.I I- I I I Ij CLEAN, COMP., TERMITE 2-050 ROD CONT. -I I I III TREATED FILL INT. BEARING WALL FOOTER DETAIL 1 SCALE: 3/4' = 1'-0' (ONE STORY) D1 3 1/2' GONG. SLAB W/ FIBER(" fESH OR bxb WWM OVER 6M VISQ. VARIES-4' TYP. '� — JEi _ 8 III III I CLEAN, COMP., TERMITE III III— TREATED FILL OFFSET THICKENED EDGE DETAIL SCALE: 3/4' = 1'_0' D1 SLAB SLOPES AT 1/8' PER FT. AWAY FROM HOUSE —� FIN. GRADE IIIIIII, 2-SO ROD CONT. 3 1/2' GONG. SLAB W/ F15ERMESH OR 6x& WWM OVER 6M VISQ. _C 011 a• — 16 _ CLEAR, COMP., TERMITE -III—III TREATED FILL PORCH PATIO FTG. DETAIL 21 SCALE: 3/4' 1'_0' DI COMP. SHINGLES OVER 150 FELT ON 15/32' CDX OR 1/16' OSB (MIN. RATED 16/24) (IF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENDED SHEATHING) GALV. TRUSS SADDLE TO BE PROVIDED BY TRUSS MFG. PRE-ENGINEERED TRUSS e24" O.C. (MAX.)W/HURRICANE SEE ELEV. ANCHOR ON EA. TRUSS :^LSEE TRUSS LAYOUT . *; R-30 INSULATION MIN. FOR SPECIFICATIONS 1/2' GYP BOARD 1-050 REBAR FILLED U BLOCK W/1-*50 FOR OPENINGS CONT. HORIZ. W/25' SPLICE (MIN.) OVER 6'0' U.N.O. OR POWERS STEEL L INTEL T1'P. WALL SECTION 6 OPENING SCAM:: 3/4'= 1'-0' IIII FINISH PER ELEVATION 4' CONC. SLAB (2500 P.S.I.) IIII W/ 6x6 10/10 W.W.M. OVER 6 MIL. VAPOR BARRIER 8' C.M.U. IIII VARIES II FINISH FLOOR ELEV. a- —''- = a - ,I} FINISH GRADE 0 4 III III III — MONOLITHIC FOUNDATION CLEAN COMPACTED FILL W/ (2) *5 DIA. RODS CONT. AND TERMITE TREATED 16(1 STORY) ON CHAIRS (I STORY) 20' (2 STORY, 3 REBARS) GARAGE CURB DETAIL __ 2 SCALE: 3/4' —FINISH PER ELEVATION 4' GONG. SLAB (2500 W/ 6x6 10/10 W.W.M. OVER 8' C.M.U. 6 MIL. VAPOR BARRIER VARIES \ 8' WIDE CONC. CURB 3/4' DROP CONC. SLAB ° — — (DRIVEWAY) 41* FINISHED GRADE (BEYOND) III III III MONOLITHIC FOUNDATION W/ (2) *5 DIA. RODS CONT. ON CHAIRS (1 STORY) CLEAN COMPACTED FILL AND TERMITE TREATED FOOTER DET. GARAGE DOOR SCALE: 3/4' COMP. SHINGLES OVER 150 FELT ON 15/32' CDX OR 1/16' OSB (MIN. RATED 16/24) (IF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENDED SHEATHIN PRE-ENGINEERED TRUSS 024' O.G. (MAX.) W/HURRICANE ANCHOR ON EA. TRUSS. (SEE TRUSS LAYOUT FOR TYPE 4 MANUFJ PROVIDE BUILD. PAPER OR GALV. STEEL PLATE BETWEEN TRUSS 4 G.M.U. r--�— AS SPECIFIED BY BUILDER NON-STRUCTURAL CEMENT TEXTURED FINISH U.N.O. 12' R-30 MIN. INSULATION VARIES SEE ELEV. 5d COOLER NAILS OR GWB54 '1' O.G. 1/2' GYP BOARD FILLED BOND BEAM W/1"-5 CONT. W/25' SPLICE MIN. PRECAST HEADER W/1-S 0 FOR OPENINGS OVER 6'-0' OR POWERS STEEL LINTEL 1/2' GYP BOARD OVER 3/4' P.T. FURRING AL -FOIL INSULATION WINDOW OR FIXED GLASS U.N.O. SILL PRE -CAST SILL 050 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN 8' CM.U. I FOOTER 4 BOND BEAM ABOVE _ 4' CONC. SLAB W/ Fli•3EF?t1ES-i - OR 6x6 WWM OVER 6M VISQ. =1 0' - ' F . FL. Agk cA FINISH G DE Ili Iq . _• II III- �0 I II TYP. 16 x20 MONO. III III III FOOTER W/2-SO ROD CONT. ONE STORE' 0' BLOCK WA CTION CLEAN COMPACTED TERMITE TREATED FILL 1-05 REBAR CONT. 2x12 02 SYP W/1/2' PLY OR -1/16' O.S.B. FLITCI- (UN.O.) 2x4 CRIPPLES UNDEF 4 END OF HEADER SLAB SLOPES AT 1/8' PER FT. AWAY FROM HOUSE FIN. GRADE V IIIIIII� ° • .ae a•'. ° °°� - II ,,,III III,III , III CLEAN, COMP., TERMITE TREATED FILL 3 1/2' CONC. SLAB W/ FIBERMESH OR 6x& WWM OVER 6M VISQ. PATIO THICKENED EDGE DETAIL 3 SCALE: 3/4' 1-05 BAR CONT. POURED CELL W/1 05 BAR CONT. FROM BEAM TO FTG. W/10' HOOK MIN. STEP DOWN TIE BEAM 10 SCALE: 3/4' 1/2' x 10' 'J' OR 'L' BOLTS OR 1/2'X6' EXPANSION BOLTS 4' MIN. EMBED 0 32' O.G. MAX. U.N.O. W/2'-Pxl/8 WASHERS --\ 2x4 P.T. PLATE HEADER DETAIL g INT. LOAD I N.T.S. HURRICANE CLIPS OR TRUSS ANCHORS -SEE ROOF TRUSS LAYOUT FOR SPECIFICATIONS STRAP TOP PLATE 4 HEADER TOGETHER W/RTI2 MIN. U.N.O. 2x4 STUDS 16' O.G. 03KD SYP OR 02 SPF MIN. U.N.O. 1/2' GYP. BOARD - HURRICANE CLIPS 32' O.C. MAX. U.N.O. WALL THESE PLANS ARE NOT VALID FOR PEi;I'11TTING revisions by WITHOUT THE RAISED SEAL AND SIGNATURE ci 05/01/2003 JL OF ENGINEER/ARCHITECT OF RECORD. CENTER LINE OF WALL ABOVE 1/2'Ox10' ANCHOR BOLTS c0 OR 1/2'Ox6' EXPANSION BOLTS a 32' O.C. MAX. ' 3 1/2' CONC. SLAB W/ U.N.O. W/2'Oxl/8' WASHERS FIBERMI=SH o 2x4 P.T. PLATE OR bxb WWM OVER 6M VISQ. o W CD 2 _ Q 8 0 w d • .N Ld LL • a _ E W (A a.•; I z " O — - I�w 'I U7 =I I W a O z 16 , (� (4 d 2- *5 0 ROD CONT. I — I I W/3' MIN. COVER I x a I 1T °1 1, 00 (n f i I I I I CLEAN, COMP., TERMITE „ z C Q TREATED FILL r W Q o, (fl N LOJ '�' O w8 OFFSET BEARING FOOTER DETAIL 4 SCALE: 3/4' = I'-0' Di z d% W z �- L 3 A Z W r (/a v .J Ld V! 1 W CL Z LO c UJ��� zN� O s m W O ON c U 1O U1 y O W 0. UJ d --ALL LAPS 25' MIN. (TYP.) 2 U U .c ;ll0 a O 00 LO 0 c DOWEL LAPPED 1-05 REBAR VERT. I CORNER. CONT. WITH WALL REINF. FROM FOUNDATION III 10, HOOK MIN. 0 TO BOND BEAM. I } ° L— — — — — — — E 05 CORNER BAR o GROUTED CELL c C v E c TYP. CORNER VERTICAL WALL REINF. ril SCALE: 3/4' = 1 _0' D1 rn c O L ROOF FRAMING SEE TRUSS LAYOUT f FOR SPECIFICATIONS U O O 'a 0 U O O O C 2x12 SYP HEADER U.N.O. ° C c 0 FULL, LENGTH WALL STUDS (2) FOR OPENINGS GREATER THAN 4'0' Mt512 HEADER U.N.O. S IMPSON H2.5 TRUSS DOUBLE TOP P #2 SPF OR "3 SY I I (2) EA END TO JACK STUD CRIPPLE STUDS NO CONNECTOR REQ'D HEADER STUDS HEADER STUDS NO CONNECTOR REQ'D H3 (SIMPSON) ID TOP 4 BOTTOM a v C v ■ EACH v N v ■ LATE. y P U.N.O. C c Sm 0 d C a M C 0 a c ■ r v+ a 0 U L O ° c v 2R-30 INSULATION SPH4 ALL CONNECTORS TO BE a SiMPSON OR EQUAL U OT# 35, CALA COVE v o drawn by E JL TYP. CONNECTIONS BEARING OPENING 19 E SCALE: 3/4' = 1'-0' D1 0 checked by H DM ■ date > scale AS NOTED WRITTEN DIMENSIONS SHALL HAVE €IREC��3E4VCE d job no. THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND OVER SCALE DIMENSIONS. Contractors shaii verify s 03-4275 and be responsible for dimensions and conditions LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA of the job and Horne Design Services, Inc. must — BUILDING CODE 2001 EDITION. be notified in writing of any variation from the dimensions, conditions and specifications appearing ASIC WIND SPEED — 120 MPH.(® 3 SEC. GUST.) on these plans. In 2.WIND IMPORTANT FACTOR — 1.0 IND EXPOSURE — CATEGORY B Details $C Sections 4.INTERNAL PRESSURE COEFFICIENT-1.G ° Scale: As Noted ° M C) O N O L J O z O U Q-01 C/) Z O U O LL LLJ i.� W W SCALE: 3/4'=1'-0' 3 V r 8' C.M.U. WALL (FILLED CELL) 2x4 P.T. ATTACH TO C.M.U. WALL W/ 1/2' DIA. ANCHOR BOLTS OR 1/2'x6' HILT[/ REDHEAD W/4' EMBEDMENT FRAME TO BLOCK ATTACHMENT 24 N.T.S. D2 3 1/2' CONC. SLAB (2500 P.S.I.) W/ bx6 10/10 W.W.M. OR FIBERMESH OVER 6 MIL. VAPOR BARRIER 4' CONC. SLAB W/ F15ERMESH OR 6x6 WWP'I OVER 6M VISO. IJ i l-i0'-0' FIN. FL. Z a , F_ FINISH GRADE � • � ° IIIIIIII _ 2x4 03 SY A 02 SPF Mlt A/C CHASE 4'I I 24' O.G. T' SLEEVE MIN. I d THRU MONO FTG. —I _ d ' TYP. 16'40' MONO FOOTER W/2-05* ROD CONT. PER MFG. SPEC'S.- CLEAN COMPACTED TERMITE TREATED FILL CHASE THROUGH STEMWALL 26 SCALE: 3/4' - 1'-0' (® ONE STORY) D2 3/4' RECESS SLIDING GLASS DR.— //'SILL FORMED � ON SITE SLOPE 1/8' 5L ID INCH GLA55 DR, PER F OT EXP JOINT NAILED TO TRUSS W/ 2-12d MIN. TRUSS TOP CHORD H25 ' MIN. STRAP C TRUSS TYP. CHORDS PRE -FAB CAP OVER CHIMNEY CHIMNEY HEIGHT 24' ABOVE ROOF WITHIN 10' 1/2' PLYWOOD OR 1/16' 055 EXT'R SHEATHING ALL AROUND NAILED 8d A ro' ON EDGE AND 12' ON INTERIOR HCDPL/R FLUE TRUSS a I24' O.C. III (TRUSS a 24' O.C. DOUBLE 2x4 BLOCKING MANTLE � I I I / i, J, / TYP. CRIPPLE WALL ON TRUSS 31 SCALE: 3/4' - 1'-0' D2 PRE-FAB FIRE BOX DAMPER 1 y. EXTERIOR DOOR SILL 44 I SCALE: 3/4' 16' NON-COMBUSTABLE MATERIAL FOR HEARTH I r THESE PLANS ARE NOT VALID FOR PERT" FITTING 1 WITHOUT THE RAISED SEAL AND SIGNATURE � OF ENGINEER/ARCHITECT OF RECORD. O U H25 0 _ �- '1/8' STUCCO OVER PAPER o BACK METAL LATH U.N.O. N. GALV. L-FLASHING E o_ U, �- HCDPL/R a x . d II « II c 0 0 >1 H3 TYP. o a 2x4 02 SPF OR 03 SYP STUDS 016' O.G. o 0 U) M O 0 0 v 0 C 0 0 0 v L 3 0 `o 0 C C CONC. SLAB E C c v c v ar rn c 0 t PRE-FAB FIREBOX DETAIL c a CENTER OF TRUSS 50 N.T.S. D2 a THIS STRUCTURE HAS BEEN DESIGN TO MEET THE WIND LOAD REQUIRMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. L BASIC WIND SPEED — 120 MPH.(® 3 SEC. GUST.) 2.WIND IMPORTANT FACTOR — 1.0 3.WIND EXPOSURE — CATEGORY B 4.INTERNAL PRESSURE COEFFICIENT-1.0 UJLL LL 1i1 U z U 0 (U ? U U} a O Z W > 00 0- UJ 0 LA r ? LD LO(0 F' R4 a O 'Q z° LL z WNs'� Z (D 0.. uwa W w IW LO z c� UJ (0Z) O I- 0 1` F_- U U 0 L0 W w > U (� O a 00 O L Eal ONE STORY R-30 INSULATION T# 35, CALA COVE a 0 Edrawn by E JL 0 checked by DM FA date Vl scale AS NOTED WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE a job no. OVER SCALE DIMENSIONS. Contractors shall verify 03-4275 and be responsible for dimensions and conditions of the job and Home Design Services, Inc. must — be notified in writing of any variation from the u dimensions, conditions and specifications appearing '5 on these plans. N c Details & Sections 0 0 Scale: As Noted o drawing no. AWNHENNEW S 0 O N O I\ L O Z _o F— U f� I- V) Z 0 U f� (D L� LLJ V) Q L1J J LA J a WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. TRUSSES —� 2x4 STUD — MATCH VAULT LINE 2x6 KNEE WALL a 16' OC- 16d 012' O.G. HTAI6 A 32' O.G. MAX. U.N.O. COX 15/32' OR -1/16' OSB (RATED 16/24)MIN. SEE NAILING SCHEDULE ON ROOF TRUSS LAYOUT U.N.O. 2x4 CONT. (IF TILE ROOF IS USED SEE TILE MANUFACTURER FOR 2x4 BLOCKING ci i= wri iiwii t EDGES 1/2' GYP. BOARD CEIILING NAILED W/ 5D COOLERS a -V O.G. - 2x6 FIRE BLOCKING MIN. 2x6 MIN. P.T. PLATE CONT. W/1/2'X8' J, L, OR REDHEADS a 24' O.G. W/4' MIN. EMBED. U.N.O. TRUSSES * 24' O.G. BOND 5M. 11.1/1-*5 CONT. FILL CELL W/GONG. 1/2' GYP. BD OVER 3/4' FURRING CABLE END WALL DETAIL 6 VOLUME CEILING SCALE: 3/4'.- P-0 1/16' APA iQATED COX OR OSB MIN. SEE NAILING SCHEDULE ON ROOF TRUSS LAYOUT U.N.O. (IF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENIED SHEATHING) i 2 X4 DIAGONAL BRACING i/16' O.S.B. OR 10'-0' O.G. MAX TO 3RD TRUSS 15/32 COX PLYWOOD U.N.O. > .< DIAGONALS MAY BE NAILED TO i BLOCKING W/4-12d AS NEEDED Ifod NAILS +� 2x'S MAY BE SQUARE CUT OR MITERED 12' O.C. 2x6 P.T. PLATE CONT. W/1/2'X8' 1/2' GYP. BOARD CEILING J, L, OR REDHEADS g 24' O.G. NAILED W/ 5D COOLERS -I' O.G. MAX. W/ 4' MIN. EMBED. U.N.O. HTAIb o 32' O.G. MAX. U.N.O. BOND BM. W/1-05 CONT. FILL CELL W/ CONC. 1/2' GYP. BD OVER 3/4' FURRING 8' C.M.U. - 05 A 8'-0' O.G. ('MAX) 4 1-05 0 EA SIDE OF OPG. SEE FOUND. PLAN FOR REINF. REQUIREMENTS 4ARI t: �:NIn IIJAI I nPTAII 2X8 PT. 0 45' ATTACHED W/ MINIMUM OF (3) 10d TOE NAILS AT EACH END. 2X8 PT. ATTACHED TO MASONRY W/ POWERORIVEN FASTENER * 10' O.C. FASTENERS SIZE: 3/16' DIA. MINIMUM WITH 1 1/4' MINIMUM EMBEDMENT (MINIMUM SHEAR CAPACITY 1-10 LBS.) y (2) 2X8 HEADER ^a, i r4P WIN. DETAIL 2X8 PT. * 45' ATTACHED W/ MINIMUM OF (3) 10d TOE NAIL AT EACH END. WINDOW 4 DOOR TO BE INSTALLED AS PER MANU- FACTURE'S SPEC 4 INSTRUCTION NOTES: • 1/2' STRUCTURAL SHEATHING REQ'D ON BOTH SIDE OF -ARCH • MAY USE 2X8 OR 2X6 P.T. SCALE: 3/4" = l'-0" 2x4 SYP OR 02 SPF 0 16' O.C. W/ H25 EACH STL TOP AND BOTTO 8' Cill u. WALL (FILLED CELL) AT'rACH 2x6 P.T. TO C.M.U. WALL W/(4) 1/2' ANCHOR BOLTS OR 1/2'x6' HILTI / REDHEAD W/ 4' MINI. EMBEDMENT W/ 1/8' ANCHORING WASHER DOUBLE TOP PLATE D I I I I I I I I I I I I ANCHOR BOLTS `- P.T. SOLE PLATE e 24' O.G. KNEEWALL-EXTERIOR TO MASONRY N.T.S. GENERAL NOTES: INTERIOR BEARING WALL BOTTOM P.T. PLATE MAY BE SHOT W/ 236' MIN..145 DIA. HILTS / RAMSET PINS 915' O.G. MAX. IN LIEU OF 11/2' ANCHOR BOLTS. ONLY ON NON UPLIFT PARTITIONS. REBARS MAY BE DRILLED AND EPDXIED W/ MIN. 6' EMBEDMENT WHERE TRUSS STRAPS ARE NOT IN PROPER PLACEMENT, PROVIDE AN HC20 w/ (2) 3/16'X 13/4' TAPCONS FOR UPL IFTS OF UP TO 1000 POUNDS OR A HD2X (SINGLE TRUSS, OR HD2-2X FOR 2 PLY TRUSS OR HD3-3X FOR 3 PLY TRUSS) W/ (4) 3/16' X 13/4' TAPCONS FOR UPLIFTS UP TO 1320 POUNDS (SPACE TAPCONS 31i2' APART). ALL INTERIOR BEARING WALLS TO BE 03 KD SYP OR "2 SPF UN E55/ NOTED OTHERWISE. I' x 4' P.T. SHOT TO CMU w/ 12d MIN. AT 12' O.C. MAX. STAGGE D -O AVOI SPLITTING. 3 - 08 x 13/4' MIN. WOOD SCREWS PER SIDE AT JAMBS a 100 . A z V (9 0 c� z 4' 41 u U [L0z 0 as N Q In Ili ^ _ Q o M w O z 0 z 06 .. W z Z L a uJ L U Lu U W Lu L9 J wz ( • ,-J oo~ 00 Q � U Q U N ate} _ H w T U U OD nU) ONE STORY ONLY R-30 INSULATION Ti 35. CALA COVE Ln 0 z (D F-- U z 0 U oof CD II W () Q W J W a � � LOOT WO . awmmulm"W". �"3E PLANS ARE RE1/IEWEO AND COlyp ACCEPTED FOR PERMIT, A PERMIT ISSUED SHAIy W CONSTRUEp 7 G BR.E A LICENSE TO PROCEED VMi►{ THE W_ qNp NO"1' AS AUTHORITY TO yIOLw" CANC1=t TH R ,ET_ ASIDE ANY OF THC PROVISJ E TECHNICAL CODES, NOR SHALT. ISSUAr-' A PERMIT FREVENT THE BUILDING DEP , Tlor ' IEREAFTER REGIUfRING A CORREC. OR O i HER VIOLATIONS OF THCor CONSTRUCTION OFFICE COPY PERMIT s 0