Loading...
HomeMy WebLinkAboutBuilding PlanIf-4' 4'-7r ROOF EDGE END END\1 Z ROOF EDGE R803.2.3.1 SHEATHING FASTENINGS. WOOD STRUCTLRAL PANEL SI-EATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8D RING - SHANK NAILS AT 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. ZONE I RING -SWAN, NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS - ZONE 2 I. 0.113 INCH NOMINAL SHANK DIAMETER. ZONE 3 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 3.16 TO 20 RINGS PER INCH. 4. 0.280 INCH FULL ROUND HEAD DIAMETER. 5. 2 INCH NAIL LENGTH ROOF SHEATHING NAILING ZONES O O O O O � O ORIDGE 2 O U /Z:0 O 0 R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND A137.1. R702.4.2 CEMENT, FIBER -CEMENT AND GLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325 OR C 1178 AND INSTALLED WITH 1-1/4, WAFER HEAD, RUST RESISTANT DRILL OR SHARP POINT SCREWS AT 8" O.C. IN FIELD AND 4" O.C. AT EDGES, BACKING FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS, ON MIN. 2" X 4' WOOD FRAMING. (2) 5/8" D. WEDGE ANCHOR MOUNTING PLATE TO BILK. WALL" BOTH SIDES 1/4" X 4" ALUM MOUNTING PLATE W/1/4" FILET WELDS ALL EDGES 1/4" X 3" FLAT STRAP, BOT SIDES OF PLATFORM , 36" X 36'X 1/4" ALUM. AC PLATFORM 14" FILET WELD 5/8" D. WEDGE ALL EDGES ANCHOR AT 6" O.C: PLATFORM TO FOOTING SEE TYPICAL WALL SECTION "A" 3/8' CONT. BEAD OF CAULK (BACK BEDDING) BEHIND BUCKA TO PREVENT LIQUID PASSAGE SET FLANGE IN CONT. BED OF CAULK ACROSS ENTIRE FACE OF BUCK \ PERIMETER CAULK ATTACH P.T. BUCKS W/.099 X 1-1/2" NAILS AT 17 O.C. /4" MAX SHIM P.T. IX WOOD BUCK TO XTEND BEYOND INTERIOR FACE OF WINDOW OR S.G.D. /T DRYWALL TTACH AS PER MANJF. \PRODUCT APPROVALS TYP. ALUM.WINDOW OR S.G.D. JAMB 3/8" CONT. BEAD OF CAULK (BACK BEDDING) BEHIND SHIM TO PREVENT LIQUID PASSAGE 1/4' (MAX) SHIM SET FLANGE IN CONT, BED OF CAULK ACROSS` ENTIRE FACE OF SHIM PERIMETER CAULK - TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL NOTE, GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION SILL CORROSIVE RESISTANT "TAPCON' CASCAS- CONC. SCREWS INSTALLED AS SPECIFIED IN WINDOW MANLF. PRODUCT APPROVAL NC. SILL CONC.BLK.EXT. WALL W/1#5 VERT AS IN FLOOR PLAN TYPICAL PRECAST CONC. SILL DETAIL NOTE- GUMIABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION .Affi-d -mom , a.& 4 � laoA�am � a m amm+n � gym., . ,l t 4 a aka ki . Aw mall am�� ra Aw CO0" 4' m!l/x 744. 5'1 Fla�tny �/wll v Amd ioiA��w.���'-� � t/w .dG� all �iwl. 14ffi- .d commoelom.-re&&lamt �laaA/mjw n4.a 4 cnetalG.d at a& o� A. hu."''S' 4,aaGa„d: /. &&r4om mLndo and doom o/w.ntmym. g&j.,my. at evlam[un .4.4. amd do.m a/wmLnym &Aa evlaa,d to Aw mffhu 4 Aw .miam o all A4 " am to Aw awtam-mmJa" la"47 1- � dnaLnaya. S &dde , at eaiamlam aNa,dear amd doom o/wrimyo a4alL ,me1a/:lad va. a.(amT.v, .4k ama am -moms, a� Aw lullerolmy. " odw crowd mwA,od: /.1 94. /imentnatlen mamuf�acbu 'm wr4&m. #66A"'t? lneimuclioao. 1. P 94 #mA" �'s a od " Nalaliatlom u a}rvac/io u. 1.3 $a aeeamdame. aK& 9i"IAA" /00, 9.A(.AIA4..(L9 200, om /. // $m aawmdamrs. a�1Ai. tA.. �laaAlmy. .,w.Aiod °� a mayfe7.mad `114r9'a' i11Oi"°°to'�• 2. .At Aw kd.ma *&t o f em edw m a&ww , r"awAc4; aFl/ Jma rna, om aiacao a+a%/d, u,iAi.'urofaotiauyw om, GoAA,. vRGa aundgm a4«eo eojurayd. 9. Undam amd at Aw " aF ma&o "y" wood om m4" aa/,Imys amd ai//n.. " /l. 'Bemtl uaoualy, aG. . aA! /w•ejac lacy. aimed &4 .. TYPICAL XTE NOR 5. 1(�A. .,a%,w. �.'m'A. d.o:(m "" 461. a#..k to a a,all WALL METAL ANCHOR FLANGE EXTERIOR (4) BY AC MANUFACTURER WALL WITH ANCHOR BOLTS BY AC. MANUF. TO PLATFORM FIN.FL. � A.F.E. NAVD88 ALUMINUM AC MOUNTING PLATFORM AT FINISHED FLOOR ELEVATION CONDENSER UNIT ALUMINUM PLATFORM 5/8" D. WEDGE/ ANCHOR AT 6" O.C. PLATFORM TO FOOTING COMPRESSOR ATTACHMENT DETAIL N.T.S. ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST R1CHARD SULLIVAN REVISION DATED PERMIT TYPES S.F.R. PERMIT NUMBER OWNERS NAMES 4/6/2015 DES I G DESIGN PROFESSIONAL NAME A/E JOHN H. CRESWELL, PE JOB SITE LOCATION- LOT 327 HOLIDAY OUT PRESSURES RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT. PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY NOA NUMBER EXPIRATION DATE ODUCT P12ESSU12 S WINDOWS -SINGLE HUNG SERIES SH-7700 LAWSON IMPACT GLASS MIAMI-DADE 12-0127.16 12/27/2016 +/- 80 ALUMINUM TUBE MIAMI-DADE 12-0127.07 �� // MULL BARS LAWSON 05/30/2017 U `� LAW ON IMPACT GLASS SLIDING GLASS DOOR SERIES SN-9200 S MIAMI-DADE 12-1204.12 12/20/2018 +76.7 PSF/-95 PSF EXIT DOOR, SOLID CORE EXTERIOR HINGED DOOR THERMA-TRU FLORIDA BUILDING CODE FL 5891.1 NA +/-67.0 FLORIDA BUILDING CODE ll r 2 ROOFING MATERIAL 5V-CRIMP J.M. METALS FL 12966.E NA IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE EVALUATION AS PEOUIRED BY THE FLORIDA BUILDING CODE. JOHN H, CRESWELL, PE PEV 40940, COA** 27002 ARCHITECT/ENGINEB2S'S SIGNATURE FL. CEPT./REG. NUMBER GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL 3. AUE9NRRf7ErilDINENISOINS,OCffJ9EBBPMA4WIBGSSrFKEPE EDENCE SPECIFICATIONS, ETC. OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTU12AL NOTES: 3.DHSS(3ITR=W A{L d R�AVffh4AW,CMRNIWM COMPRESSIVE 2. SOIL BEARING CAPACITYt 2500 PSF STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, FOOTINGS, 3" BEAMS; I-I/2" SUSPENDED SLABS, 1' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR GOOD l3EDR EQUAL 4' O.C. EDGES AND 6" O.C. IN FIELD 11. ROOF SHEATHING TO BE NAILED WITH IOD GALV. 12PRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2" DIAMETER T EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY 14.CORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF OIL E ILL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR LL - NA 19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING 20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITIJTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRI13UTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT ELSEWHERE IF APPLICABLE.. OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION. EMBED a5 DOWEL 7" NTO FOOTING W/ HILTI HY-200 EPDXY OR EQUAL V SEE TYPICAL WALL SECTION FOR FOOTIN I DETAILS MISSED DOWEL DETAIL'' (9) IOD X 1-1/2" STRAP TO TRUSS SIMPSON NITS 16 ATTACHED TO BLOCK W/(3)- 3/16' X 1-3/4' TAPCONS TYPICAL CONC.BLK EXTERIOR WALL MISSING TRUSS STRAP DETAIL ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, FL. 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL "-:APPLIC,TlOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL A[)DITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER CC)MPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FU12THB2 ASSISTANCE PLEASE CONTACT THE BUILDING" INSPECTION OFFICE AT (772)462-2172 STREET ADDRESS l.w.?" c�)7 �i�3..i`'-, •.' � .Ii PERMIT NUMBER OCCUPANCY TYPE SFR CONSTRUCTION TYPE CBS CERTIFICATION STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS U= (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN IS, ENCLOSED YES PARTIALLY ENCLOSED _ OPEN BUILDING 3 MEAN ROOF HEIGHTS LESS THAN 25' ROOF PITCHY 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18 4. WIDTH OF END ZONES < 4.5' WIND SPEEDS 170 (3 SEC. GUSTS) ' 5. BUILDING CLASSIFICATION TABLE I -I. ASCE 7 II FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION D ADJUSTMENT FACTOR FOR EXPOSURE E I -EIGHTS 1.61 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE I -41.9 2 -59.1 3 93.5 PSF 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS FLOOR 40 PSF ROOF/DEAD 55 PSF ROOF/LIVE 55 PSF II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES-2L-N�IF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YE$ X NQ (IF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ(IF NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURES 2500 PRESUMPTIVE, __25_QQ_BY TEST N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND CORRECT, TO THE SST OF MY KNOWLEDGE AND BELIEF. DESIGN FIRM SLCCDV FORMtt 020-00 REVISED 5/18/09 (CL) DATE E3UiryD'hh DIVISION Ci V� x fF. �dj F vRP 043 �:, {{ f�EVfEI°dED Y DATE ---y� PlAN��Q ,PCr,4iT" riJ�),8r Kt r !' t"N JDE OR NO R,.sCr ilz^; IV��.L RS' M.aDE SEE ALL PAGES FOR STRUCTURAL._ DETAILS SEAL COUNTY 17- 4 Uj cco o 'Lu cy LL LU Df I o` o` W,� v D` �pQcOpj Z N Q N Z 0, o Q O J <L m > J � � � W lci 0) � vJ r (V W O a_0 ui � r WQ�Q �z�ty t0 Wm�U Z (n ~ O Z CT Q 117 � ## U (� I m W U z W I__IL o z Q O a n v/ � Z � W O O W Q � O U Z Cn Q CC)00a�D0 OZr Z -ZW j�OQJ 1-zQQO LO (V W CI ♦- SHEET 1 7 R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND A137.1. R702.4.2 CEMENT, FIBER -CEMENT AND GLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325 OR C 1178 AND INSTALLED WITH 1-1/4, WAFER HEAD, RUST RESISTANT DRILL OR SHARP POINT SCREWS AT 8" O.C. IN FIELD AND 4" O.C. AT EDGES, BACKING FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS, ON MIN. 2" X 4' WOOD FRAMING. (2) 5/8" D. WEDGE ANCHOR MOUNTING PLATE TO BILK. WALL" BOTH SIDES 1/4" X 4" ALUM MOUNTING PLATE W/1/4" FILET WELDS ALL EDGES 1/4" X 3" FLAT STRAP, BOT SIDES OF PLATFORM , 36" X 36'X 1/4" ALUM. AC PLATFORM 14" FILET WELD 5/8" D. WEDGE ALL EDGES ANCHOR AT 6" O.C: PLATFORM TO FOOTING SEE TYPICAL WALL SECTION "A" 3/8' CONT. BEAD OF CAULK (BACK BEDDING) BEHIND BUCKA TO PREVENT LIQUID PASSAGE SET FLANGE IN CONT. BED OF CAULK ACROSS ENTIRE FACE OF BUCK \ PERIMETER CAULK ATTACH P.T. BUCKS W/.099 X 1-1/2" NAILS AT 17 O.C. /4" MAX SHIM P.T. IX WOOD BUCK TO XTEND BEYOND INTERIOR FACE OF WINDOW OR S.G.D. /T DRYWALL TTACH AS PER MANJF. \PRODUCT APPROVALS TYP. ALUM.WINDOW OR S.G.D. JAMB 3/8" CONT. BEAD OF CAULK (BACK BEDDING) BEHIND SHIM TO PREVENT LIQUID PASSAGE 1/4' (MAX) SHIM SET FLANGE IN CONT, BED OF CAULK ACROSS` ENTIRE FACE OF SHIM PERIMETER CAULK - TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL NOTE, GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION SILL CORROSIVE RESISTANT "TAPCON' CASCAS- CONC. SCREWS INSTALLED AS SPECIFIED IN WINDOW MANLF. PRODUCT APPROVAL NC. SILL CONC.BLK.EXT. WALL W/1#5 VERT AS IN FLOOR PLAN TYPICAL PRECAST CONC. SILL DETAIL NOTE- GUMIABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION .Affi-d -mom , a.& 4 � laoA�am � a m amm+n � gym., . ,l t 4 a aka ki . Aw mall am�� ra Aw CO0" 4' m!l/x 744. 5'1 Fla�tny �/wll v Amd ioiA��w.���'-� � t/w .dG� all �iwl. 14ffi- .d commoelom.-re&&lamt �laaA/mjw n4.a 4 cnetalG.d at a& o� A. hu."''S' 4,aaGa„d: /. &&r4om mLndo and doom o/w.ntmym. g&j.,my. at evlam[un .4.4. amd do.m a/wmLnym &Aa evlaa,d to Aw mffhu 4 Aw .miam o all A4 " am to Aw awtam-mmJa" la"47 1- � dnaLnaya. S &dde , at eaiamlam aNa,dear amd doom o/wrimyo a4alL ,me1a/:lad va. a.(amT.v, .4k ama am -moms, a� Aw lullerolmy. " odw crowd mwA,od: /.1 94. /imentnatlen mamuf�acbu 'm wr4&m. #66A"'t? lneimuclioao. 1. P 94 #mA" �'s a od " Nalaliatlom u a}rvac/io u. 1.3 $a aeeamdame. aK& 9i"IAA" /00, 9.A(.AIA4..(L9 200, om /. // $m aawmdamrs. a�1Ai. tA.. �laaAlmy. .,w.Aiod °� a mayfe7.mad `114r9'a' i11Oi"°°to'�• 2. .At Aw kd.ma *&t o f em edw m a&ww , r"awAc4; aFl/ Jma rna, om aiacao a+a%/d, u,iAi.'urofaotiauyw om, GoAA,. vRGa aundgm a4«eo eojurayd. 9. Undam amd at Aw " aF ma&o "y" wood om m4" aa/,Imys amd ai//n.. " /l. 'Bemtl uaoualy, aG. . aA! /w•ejac lacy. aimed &4 .. TYPICAL XTE NOR 5. 1(�A. .,a%,w. �.'m'A. d.o:(m "" 461. a#..k to a a,all WALL METAL ANCHOR FLANGE EXTERIOR (4) BY AC MANUFACTURER WALL WITH ANCHOR BOLTS BY AC. MANUF. TO PLATFORM FIN.FL. � A.F.E. NAVD88 ALUMINUM AC MOUNTING PLATFORM AT FINISHED FLOOR ELEVATION CONDENSER UNIT ALUMINUM PLATFORM 5/8" D. WEDGE/ ANCHOR AT 6" O.C. PLATFORM TO FOOTING COMPRESSOR ATTACHMENT DETAIL N.T.S. ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST R1CHARD SULLIVAN REVISION DATED PERMIT TYPES S.F.R. PERMIT NUMBER OWNERS NAMES 4/6/2015 DES I G DESIGN PROFESSIONAL NAME A/E JOHN H. CRESWELL, PE JOB SITE LOCATION- LOT 327 HOLIDAY OUT PRESSURES RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT. PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY NOA NUMBER EXPIRATION DATE ODUCT P12ESSU12 S WINDOWS -SINGLE HUNG SERIES SH-7700 LAWSON IMPACT GLASS MIAMI-DADE 12-0127.16 12/27/2016 +/- 80 ALUMINUM TUBE MIAMI-DADE 12-0127.07 �� // MULL BARS LAWSON 05/30/2017 U `� LAW ON IMPACT GLASS SLIDING GLASS DOOR SERIES SN-9200 S MIAMI-DADE 12-1204.12 12/20/2018 +76.7 PSF/-95 PSF EXIT DOOR, SOLID CORE EXTERIOR HINGED DOOR THERMA-TRU FLORIDA BUILDING CODE FL 5891.1 NA +/-67.0 FLORIDA BUILDING CODE ll r 2 ROOFING MATERIAL 5V-CRIMP J.M. METALS FL 12966.E NA IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE EVALUATION AS PEOUIRED BY THE FLORIDA BUILDING CODE. JOHN H, CRESWELL, PE PEV 40940, COA** 27002 ARCHITECT/ENGINEB2S'S SIGNATURE FL. CEPT./REG. NUMBER GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL 3. AUE9NRRf7ErilDINENISOINS,OCffJ9EBBPMA4WIBGSSrFKEPE EDENCE SPECIFICATIONS, ETC. OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTU12AL NOTES: 3.DHSS(3ITR=W A{L d R�AVffh4AW,CMRNIWM COMPRESSIVE 2. SOIL BEARING CAPACITYt 2500 PSF STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, FOOTINGS, 3" BEAMS; I-I/2" SUSPENDED SLABS, 1' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR GOOD l3EDR EQUAL 4' O.C. EDGES AND 6" O.C. IN FIELD 11. ROOF SHEATHING TO BE NAILED WITH IOD GALV. 12PRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2" DIAMETER T EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY 14.CORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF OIL E ILL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR LL - NA 19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING 20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITIJTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRI13UTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT ELSEWHERE IF APPLICABLE.. OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION. EMBED a5 DOWEL 7" NTO FOOTING W/ HILTI HY-200 EPDXY OR EQUAL V SEE TYPICAL WALL SECTION FOR FOOTIN I DETAILS MISSED DOWEL DETAIL'' (9) IOD X 1-1/2" STRAP TO TRUSS SIMPSON NITS 16 ATTACHED TO BLOCK W/(3)- 3/16' X 1-3/4' TAPCONS TYPICAL CONC.BLK EXTERIOR WALL MISSING TRUSS STRAP DETAIL ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, FL. 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL "-:APPLIC,TlOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL A[)DITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER CC)MPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FU12THB2 ASSISTANCE PLEASE CONTACT THE BUILDING" INSPECTION OFFICE AT (772)462-2172 STREET ADDRESS l.w.?" c�)7 �i�3..i`'-, •.' � .Ii PERMIT NUMBER OCCUPANCY TYPE SFR CONSTRUCTION TYPE CBS CERTIFICATION STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS U= (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN IS, ENCLOSED YES PARTIALLY ENCLOSED _ OPEN BUILDING 3 MEAN ROOF HEIGHTS LESS THAN 25' ROOF PITCHY 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18 4. WIDTH OF END ZONES < 4.5' WIND SPEEDS 170 (3 SEC. GUSTS) ' 5. BUILDING CLASSIFICATION TABLE I -I. ASCE 7 II FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION D ADJUSTMENT FACTOR FOR EXPOSURE E I -EIGHTS 1.61 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE I -41.9 2 -59.1 3 93.5 PSF 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS FLOOR 40 PSF ROOF/DEAD 55 PSF ROOF/LIVE 55 PSF II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES-2L-N�IF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YE$ X NQ (IF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ(IF NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURES 2500 PRESUMPTIVE, __25_QQ_BY TEST N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND CORRECT, TO THE SST OF MY KNOWLEDGE AND BELIEF. DESIGN FIRM SLCCDV FORMtt 020-00 REVISED 5/18/09 (CL) DATE E3UiryD'hh DIVISION Ci V� x fF. �dj F vRP 043 �:, {{ f�EVfEI°dED Y DATE ---y� PlAN��Q ,PCr,4iT" riJ�),8r Kt r !' t"N JDE OR NO R,.sCr ilz^; IV��.L RS' M.aDE SEE ALL PAGES FOR STRUCTURAL._ DETAILS SEAL COUNTY 17- 4 Uj cco o 'Lu cy LL LU Df I o` o` W,� v D` �pQcOpj Z N Q N Z 0, o Q O J <L m > J � � � W lci 0) � vJ r (V W O a_0 ui � r WQ�Q �z�ty t0 Wm�U Z (n ~ O Z CT Q 117 � ## U (� I m W U z W I__IL o z Q O a n v/ � Z � W O O W Q � O U Z Cn Q CC)00a�D0 OZr Z -ZW j�OQJ 1-zQQO LO (V W CI ♦- SHEET 1 7 ALUMINUM AC MOUNTING PLATFORM AT FINISHED FLOOR ELEVATION CONDENSER UNIT ALUMINUM PLATFORM 5/8" D. WEDGE/ ANCHOR AT 6" O.C. PLATFORM TO FOOTING COMPRESSOR ATTACHMENT DETAIL N.T.S. ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST R1CHARD SULLIVAN REVISION DATED PERMIT TYPES S.F.R. PERMIT NUMBER OWNERS NAMES 4/6/2015 DES I G DESIGN PROFESSIONAL NAME A/E JOHN H. CRESWELL, PE JOB SITE LOCATION- LOT 327 HOLIDAY OUT PRESSURES RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT. PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY NOA NUMBER EXPIRATION DATE ODUCT P12ESSU12 S WINDOWS -SINGLE HUNG SERIES SH-7700 LAWSON IMPACT GLASS MIAMI-DADE 12-0127.16 12/27/2016 +/- 80 ALUMINUM TUBE MIAMI-DADE 12-0127.07 �� // MULL BARS LAWSON 05/30/2017 U `� LAW ON IMPACT GLASS SLIDING GLASS DOOR SERIES SN-9200 S MIAMI-DADE 12-1204.12 12/20/2018 +76.7 PSF/-95 PSF EXIT DOOR, SOLID CORE EXTERIOR HINGED DOOR THERMA-TRU FLORIDA BUILDING CODE FL 5891.1 NA +/-67.0 FLORIDA BUILDING CODE ll r 2 ROOFING MATERIAL 5V-CRIMP J.M. METALS FL 12966.E NA IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE EVALUATION AS PEOUIRED BY THE FLORIDA BUILDING CODE. JOHN H, CRESWELL, PE PEV 40940, COA** 27002 ARCHITECT/ENGINEB2S'S SIGNATURE FL. CEPT./REG. NUMBER GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL 3. AUE9NRRf7ErilDINENISOINS,OCffJ9EBBPMA4WIBGSSrFKEPE EDENCE SPECIFICATIONS, ETC. OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTU12AL NOTES: 3.DHSS(3ITR=W A{L d R�AVffh4AW,CMRNIWM COMPRESSIVE 2. SOIL BEARING CAPACITYt 2500 PSF STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, FOOTINGS, 3" BEAMS; I-I/2" SUSPENDED SLABS, 1' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR GOOD l3EDR EQUAL 4' O.C. EDGES AND 6" O.C. IN FIELD 11. ROOF SHEATHING TO BE NAILED WITH IOD GALV. 12PRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2" DIAMETER T EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY 14.CORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF OIL E ILL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR LL - NA 19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING 20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITIJTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRI13UTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT ELSEWHERE IF APPLICABLE.. OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION. EMBED a5 DOWEL 7" NTO FOOTING W/ HILTI HY-200 EPDXY OR EQUAL V SEE TYPICAL WALL SECTION FOR FOOTIN I DETAILS MISSED DOWEL DETAIL'' (9) IOD X 1-1/2" STRAP TO TRUSS SIMPSON NITS 16 ATTACHED TO BLOCK W/(3)- 3/16' X 1-3/4' TAPCONS TYPICAL CONC.BLK EXTERIOR WALL MISSING TRUSS STRAP DETAIL ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, FL. 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL "-:APPLIC,TlOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL A[)DITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER CC)MPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FU12THB2 ASSISTANCE PLEASE CONTACT THE BUILDING" INSPECTION OFFICE AT (772)462-2172 STREET ADDRESS l.w.?" c�)7 �i�3..i`'-, •.' � .Ii PERMIT NUMBER OCCUPANCY TYPE SFR CONSTRUCTION TYPE CBS CERTIFICATION STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS U= (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN IS, ENCLOSED YES PARTIALLY ENCLOSED _ OPEN BUILDING 3 MEAN ROOF HEIGHTS LESS THAN 25' ROOF PITCHY 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18 4. WIDTH OF END ZONES < 4.5' WIND SPEEDS 170 (3 SEC. GUSTS) ' 5. BUILDING CLASSIFICATION TABLE I -I. ASCE 7 II FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION D ADJUSTMENT FACTOR FOR EXPOSURE E I -EIGHTS 1.61 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE I -41.9 2 -59.1 3 93.5 PSF 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS FLOOR 40 PSF ROOF/DEAD 55 PSF ROOF/LIVE 55 PSF II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES-2L-N�IF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YE$ X NQ (IF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ(IF NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURES 2500 PRESUMPTIVE, __25_QQ_BY TEST N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND CORRECT, TO THE SST OF MY KNOWLEDGE AND BELIEF. DESIGN FIRM SLCCDV FORMtt 020-00 REVISED 5/18/09 (CL) DATE E3UiryD'hh DIVISION Ci V� x fF. �dj F vRP 043 �:, {{ f�EVfEI°dED Y DATE ---y� PlAN��Q ,PCr,4iT" riJ�),8r Kt r !' t"N JDE OR NO R,.sCr ilz^; IV��.L RS' M.aDE SEE ALL PAGES FOR STRUCTURAL._ DETAILS SEAL COUNTY 17- 4 Uj cco o 'Lu cy LL LU Df I o` o` W,� v D` �pQcOpj Z N Q N Z 0, o Q O J <L m > J � � � W lci 0) � vJ r (V W O a_0 ui � r WQ�Q �z�ty t0 Wm�U Z (n ~ O Z CT Q 117 � ## U (� I m W U z W I__IL o z Q O a n v/ � Z � W O O W Q � O U Z Cn Q CC)00a�D0 OZr Z -ZW j�OQJ 1-zQQO LO (V W CI ♦- SHEET 1 7 GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL 3. AUE9NRRf7ErilDINENISOINS,OCffJ9EBBPMA4WIBGSSrFKEPE EDENCE SPECIFICATIONS, ETC. OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTU12AL NOTES: 3.DHSS(3ITR=W A{L d R�AVffh4AW,CMRNIWM COMPRESSIVE 2. SOIL BEARING CAPACITYt 2500 PSF STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, FOOTINGS, 3" BEAMS; I-I/2" SUSPENDED SLABS, 1' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR GOOD l3EDR EQUAL 4' O.C. EDGES AND 6" O.C. IN FIELD 11. ROOF SHEATHING TO BE NAILED WITH IOD GALV. 12PRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2" DIAMETER T EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY 14.CORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF OIL E ILL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR LL - NA 19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING 20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITIJTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRI13UTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT ELSEWHERE IF APPLICABLE.. OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION. EMBED a5 DOWEL 7" NTO FOOTING W/ HILTI HY-200 EPDXY OR EQUAL V SEE TYPICAL WALL SECTION FOR FOOTIN I DETAILS MISSED DOWEL DETAIL'' (9) IOD X 1-1/2" STRAP TO TRUSS SIMPSON NITS 16 ATTACHED TO BLOCK W/(3)- 3/16' X 1-3/4' TAPCONS TYPICAL CONC.BLK EXTERIOR WALL MISSING TRUSS STRAP DETAIL ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, FL. 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL "-:APPLIC,TlOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL A[)DITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER CC)MPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FU12THB2 ASSISTANCE PLEASE CONTACT THE BUILDING" INSPECTION OFFICE AT (772)462-2172 STREET ADDRESS l.w.?" c�)7 �i�3..i`'-, •.' � .Ii PERMIT NUMBER OCCUPANCY TYPE SFR CONSTRUCTION TYPE CBS CERTIFICATION STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS U= (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN IS, ENCLOSED YES PARTIALLY ENCLOSED _ OPEN BUILDING 3 MEAN ROOF HEIGHTS LESS THAN 25' ROOF PITCHY 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18 4. WIDTH OF END ZONES < 4.5' WIND SPEEDS 170 (3 SEC. GUSTS) ' 5. BUILDING CLASSIFICATION TABLE I -I. ASCE 7 II FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION D ADJUSTMENT FACTOR FOR EXPOSURE E I -EIGHTS 1.61 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE I -41.9 2 -59.1 3 93.5 PSF 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS FLOOR 40 PSF ROOF/DEAD 55 PSF ROOF/LIVE 55 PSF II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES-2L-N�IF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YE$ X NQ (IF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ(IF NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURES 2500 PRESUMPTIVE, __25_QQ_BY TEST N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND CORRECT, TO THE SST OF MY KNOWLEDGE AND BELIEF. DESIGN FIRM SLCCDV FORMtt 020-00 REVISED 5/18/09 (CL) DATE E3UiryD'hh DIVISION Ci V� x fF. �dj F vRP 043 �:, {{ f�EVfEI°dED Y DATE ---y� PlAN��Q ,PCr,4iT" riJ�),8r Kt r !' t"N JDE OR NO R,.sCr ilz^; IV��.L RS' M.aDE SEE ALL PAGES FOR STRUCTURAL._ DETAILS SEAL COUNTY 17- 4 Uj cco o 'Lu cy LL LU Df I o` o` W,� v D` �pQcOpj Z N Q N Z 0, o Q O J <L m > J � � � W lci 0) � vJ r (V W O a_0 ui � r WQ�Q �z�ty t0 Wm�U Z (n ~ O Z CT Q 117 � ## U (� I m W U z W I__IL o z Q O a n v/ � Z � W O O W Q � O U Z Cn Q CC)00a�D0 OZr Z -ZW j�OQJ 1-zQQO LO (V W CI ♦- SHEET 1 7 CERTIFICATION STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS U= (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN IS, ENCLOSED YES PARTIALLY ENCLOSED _ OPEN BUILDING 3 MEAN ROOF HEIGHTS LESS THAN 25' ROOF PITCHY 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18 4. WIDTH OF END ZONES < 4.5' WIND SPEEDS 170 (3 SEC. GUSTS) ' 5. BUILDING CLASSIFICATION TABLE I -I. ASCE 7 II FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION D ADJUSTMENT FACTOR FOR EXPOSURE E I -EIGHTS 1.61 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE I -41.9 2 -59.1 3 93.5 PSF 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS FLOOR 40 PSF ROOF/DEAD 55 PSF ROOF/LIVE 55 PSF II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES-2L-N�IF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YE$ X NQ (IF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ(IF NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURES 2500 PRESUMPTIVE, __25_QQ_BY TEST N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND CORRECT, TO THE SST OF MY KNOWLEDGE AND BELIEF. DESIGN FIRM SLCCDV FORMtt 020-00 REVISED 5/18/09 (CL) DATE E3UiryD'hh DIVISION Ci V� x fF. �dj F vRP 043 �:, {{ f�EVfEI°dED Y DATE ---y� PlAN��Q ,PCr,4iT" riJ�),8r Kt r !' t"N JDE OR NO R,.sCr ilz^; IV��.L RS' M.aDE SEE ALL PAGES FOR STRUCTURAL._ DETAILS SEAL COUNTY 17- 4 Uj cco o 'Lu cy LL LU Df I o` o` W,� v D` �pQcOpj Z N Q N Z 0, o Q O J <L m > J � � � W lci 0) � vJ r (V W O a_0 ui � r WQ�Q �z�ty t0 Wm�U Z (n ~ O Z CT Q 117 � ## U (� I m W U z W I__IL o z Q O a n v/ � Z � W O O W Q � O U Z Cn Q CC)00a�D0 OZr Z -ZW j�OQJ 1-zQQO LO (V W CI ♦- SHEET 1 7 FLORIDA DESIGN CRITERIA V(ULT) 170 MPH (3 SEC. GUSTS) V(ASD) 132 MPH (3 SEC. GUSTS) EXPOSURE D IMPORTANCE FACTOR I CATEGORY II INTERNAL PRESSURE COEFFICIENT +/- O.I8 ROOF ZONE UP LIFT PRESSURES: ZONE 1 -41.9 PSF ZONE 2 -59.1 ZONE 3 -93.5 FOR ROOF PITCHS 2/12 THRU 6/12 COMPONENTS E CLADDING PRESSURES -EXPOSURE "D" INTERIOR ZONE END ZONE TAG POS.PRESSURE NEG.PRESSURE TAG POS.PRESSURE NEG.PRESSURE SQ.FT. 50.4 -54.6 09 50.4 -67.5 10 48.2 -52.5 G 48.2 -63.0 20 45.1 -49.4 45.1 -56.8 50 42.9 -47.2 I 42.9 -52.5 100 37.6 -41.7 37.6 -41.7 500 EXPOSURE "D" MULTIPLIER MEAN ROOF HEIGHT FACTOR LESS THAN 25' 1.61 �—-------------- i� --------------- RIGHT L1J Am LEFT ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE. AND ELSEWHERE IF APPLICABLE. ::>Nrn I- `� v I— co 0 Q{� �mr Z c tL m 0z N rn � z <1 Q 1 j m u- Q OM m > W J z J w I r cv O uj d O W J><j �aq0 Wmcq0 UVL-.1 zcWn~O �" zL<tt \O' a N — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --------------------------------------- -- -------- --- - U ® co ------------------------------------- ---- - - - - - - ----------Lo - ------------------------------------- ® © ❑ i� l� ® W ---------------------------+----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y' - - - - - - - - - - - -I- - - ------------------------------i---------- -------------------------- — — — —— ----.— REVISION DATED 3/4J2015 FLOOD ELEVATIONS --iN PROPOSED DWELLING MINIMUM FINISH FLOOR ELEVATION 8.0 NA.V.D. 1988 —I----- - — —-------- GRACc — — — FINISHED FLOOR- --------------- -- 01=I:Ilill � NMI MEL-RY CONSTRUCTION INC. ALL DRAWINGi AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. FRONT AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF. WITHOUT CONSENT, BECOMES INDEBTED TO ME--QY CONSTRUCTION, INC. FOR FULL COMMISION. I•W Il z ~ w 0 O o Q U) J cy Q W r Z N m z4zw J J O Q J Q SL) N m 3 2 SEE ALL PAGES FOR STRUCTURAL DETAILS r SIMPSON'MST30 BOTH 4'X4' P.T. WOOD SIDES, ATOT COLUMN SUPPORTS AS PER MA( LJF FLOOR JOIST, SEE ALSO FOUNDATION PLAN FG03 2-PLY N FLOOR JOIST TO WOOD COLUMN 7 24"X24"XI2" THK. CONC. FOOTING PAD WA2) tt5'S EA. WAY TYPICAL STEMWALL 24"X24"XI2" T CONC. FOO' WAD tt5'S E/ Eb GRADE 2-tt5'S CONT -o CONC. FOOTING W/(2)u5'S CONT. L6J GARAGE CONCRETE FOOTING r 10 I \ I N ~ PLUMBING \ WALL I C S G O ,. 24X24XI2" THICK i CONC. FOOTING PAD I UNDER 4X4 FL. JST SUPPORT COLUMN \ C / 4"X4' P.T. WOOD COLUMN SLPPORTS I " FLOOR JOIST, SEE ALSOI y I FOUNDATION PLAN -4 LIVING I r I L_ I D 24X24XI2" THICK I I CONC. FOOTING PAD UNDER 4X4 FL. JST I SUPPORT COLUMN I ',' I 4"X4' P.T. WOOD COLUMN SUPPORTS FLOOR JOIST, SEE ALSO I I H N FOUNDATION PLAN Iin----------------� I I IX XJ �r------------- r II ID I I I I I L— I L __. LANDING L 24' X 24' X 16" THICK. CRETE FOOTING PAD W/(2) u5'S EACH WAY PAVERS r----UE — I I I Ca I I GARAGE I I I I I I I�� � \ PAVERS ( I I A I L— — — — — — — — — — J PAVERS PAVERS ., I AI r I L-zt FOUNDATION PLAN 1/4" = 1'-0" CONCRETE NOTES 4"CONC.SLAB W/6"X6"-ttIO/ttIO WWM OVER 6 MIL. VISQUEEN OR EQUAL OVER CLEAN COMPACTED NON ORGANIC FILL TO 95% DENSITY SOIL BELOW SLAB TO BE TERMITE TREATED PRIOR TO SLAB POUR 250OPSI MIN CONC W/VAPOR BARRIER ALL FOOTING DESIGN BASED ON 2500(ASSUIVED) PSF SOIL BEARING CAPACITY, CONTRACTOR" TO VERIFY. PROVIDE MIN. 3/4" RECESS AND/OR SILL FOR ALL DOORS TO EXTERIOR.(INCL. GA12AGE) 24" X 24" X 16' THICK. CONCRETE FOOTING PAD W/(2) u5'S EACH WAY STEMWALL AT GARAGE "SIMPSON" MST30 ON BOTH OUTSIDE CORNERS OF WOOD POST, NAILS ATTACHMENTS AS PER MANU. "SIMPSON' AB44 W/5/8' ANCHOR BOLT W/ 6' MIN. EMBED, NAIL AS PER. MANUFACTURER FL.JST. SEE FL. JST. PLAN FG03 2-PLY FLOOR JOIST BY FG05 2-PLY I 4X4 P.T. WOOD POST 4'CONC. SLAB T 24"X24"XIZ FOOTING THK. V ONCFOOTING PAD W/(2) =5'S EA. WAY FLOOR JOIST SUPPORT AT STAIR WELL � II BALCONY II � II 2ND FLOOR PLAN 1/4" = 1'-0" CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH LAPPED SIDING WHERE SHOWN IN ELEVATIONS IN LINTEL SCHEDULE HIGH -STRENGTH PRECAST AND PRESTRESSED LINTELS MANUFACTURED BY CAST-CRETE SAFE APPLIED SAFE APPLIED Lil GRAVITY GRAVITY UPLIFT UPLIFT BEAM LENGTH TYPE LOAD LOAD LOAD LOAD COMPOSITE LI 2'-10" PRECAST 6113 < 800 4460 < 400 8FI6-IB/IT L2 4'-0" PRECAST 6113 < 800 3079 < 400 8FI6-IB/IT L3 5'-4' PRECAST 5365 < 800 2290 < 400 8FI6-IB/IT L4 7-6" PRECAST 2661 < 800 1634 < 400 8FI6-I9/IT L5 10'-6" PRECAST 1533 < 800 914 < 400 8FI6-IB/IT I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER 4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED. LENGTH - OPEN SPAN PLUS 8 INCHES CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH LAPPED SIDING WHERE SHOWN IN ELEVATIONS NOTE ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN COrISTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. MUST BE FLOOD AND THE SAME OR ANY PART TI-EREOF MAY NOT BE DUPLICATED, DISCLOSED, DF-STRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND OF MEL-12Y CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION. ELSEWHERE IF APPLICABLE.. Q p m > co J I Ln W Cf) 00 I N r 0 d 0 LL.1 (V r �z�t0 Wm�U UVL't z(Wnfy0 1: Lf) O V4 I— LLI iV rV U O co et O v� O v2 m U z LH Q DI J L Z_ ~ Lu 0 U W Q 0 p (n u W Z N CD 10 co coO Go r Q zzzW > JOQ_j �QUUQ �Nm((9� ►a 0 () U) Q a U) 0 LL Lu w SEE ALL PAGES FOR STRUCTURAL DETAILS LOAD CALCULATIONS RESIDENTIAL 200 AMP ELECT. PANEL 240- IC 3W CIRC. DESCRIPTION VOLT SIZE WATT SIZE 1,2 AC/AH 240 60 12,000 6 3,4 ANKLESS/ ON DEMAND 240 30 17000 10 5,6 OVEN/RANGE 240 50 12,000 6 7,8 DRYER 240 30 1,000 10 9 LIVING RM. 120 15 1,500 14 10 MASTER BEDRM. 120 15 1,000 14 II BEDRM.2 120 15 1,000 14 12 DINING RM. 120 20 1,000 12 13 LAUNDRY/WASHER 120 20 1,000 12 14 KITCHEN 120 20 2,000 GFI 15 BATHROOMS 120 20 1,000 GFI 16 SPARE 120 20 1,000 12 FIRST 10,000 - 10,000 51,500 WATTS REMAIN. 41,500 AT 40%-16,600 TOTAL 26,600 AMPS - 26,600 / 240 - 110.8 AMPS ELECTRICAL NOTES: *200 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *FIELD VERIFY RECEPTACLE LOCATIONS *GARBAGE DISPOSAL *ALL BRANCH CIRCUITS THAT SUPPLY 125V. SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN "ARC -FAULT CIRCUIT INTERRUPTER(S)". *RECESSED LIGHTING FIXTURES MUST COMPLY WITH: FLORIDA ENERGY CODE 606.I.ABC. 1.2.4. PRODUCT APPROVAL (TOTALLY ENCLOSED) 215.9 GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL. FEEDERS SUPPLYING 15- AND 20-AMPE2E RECEPTACLE BRANCH CIRCUITS SHALL BE PERMITTED TO BE PROTECTED BY A GROUND -FAULT CIRCUIT INTERRUPTER IN LIEU OF THE PROVISIONS FOR SUCH INTERRUPTERS AS SPECIFIED IN 210.8 AND 590.6(A). TYPICAL ELECTRIC RISER 200 NOT TO SCALE 200 AMP I AMP 1m 3tm4_] (30 CIRCJ 30AMP . (3) =2/0 TH-RNCU IN 2' CONDUIT 3n2/OU. IN 7 DIA. COND.- a4 SOLID OR STRANDED CU. GROLNDED TO (2)a5 REINFORCING BARS AT FOUNDATION BASE 9 `P 2 GRNDRODS e 6 APART a2/O LIFER GROUND REQUIRED ELECTRICAL LEGEND 1/2 ON SWITCH 110 V. RECEPTACLE p� P 110 V. RECEPTACLE GE 22o v. SPECIAL PURPOSE ouTLET B FLOOR OUTLET 4 PENDANT LIGHT AD CHANDELIER 0 PIN LIGHT WALL MOUNT LIGHT FIXTURE yo PENDANT LIGHT IIOV FOR FIXTURE OWNER CHOICE RECESSED LIGHT EXHAUST FANILITE COMBINATION ® EXHAUST FAN CEILING FAN (� y�5( CEILING FAN W/ LIGHT $ SINGLE POLE SWITCH $3 DOUBLE POLE SWITCH Em 220 V. DISCONNECT ® SMOKE DETECTOR 10 YR. BATTERY INTERCONNECTED ® CARBON MONOXIDE ALARM FLOOD LIGHT DOOR OPENER ® FLUORESCENT LIGHT ® FLUORESCENT LIGHT Eli;-.j ELECTRICAL PANEL 13 ELECTRICAL METER FEY TELEVISION JACK (CABLE) A PHONE JACK G DOORBE_L/GARAGE DOOR BUTTON r� CHIMES ® SPEAKERS GFI GROUND FAULT INTE 2LIPT VP WATERPROOF 2ND FLOOR ELECTRICAL PLAN 1/4" = 1'-0- PER 2008 N.E.C. NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATI.)N MUST BE FLOOD RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GAQA­ vE, AND ELSEWHERE IF APPLICABLE.. � II II IST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" PER 2008 N.E,C. MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN t;ONSTITUTE THORIGINAL AND WORK OF MEL RY CONSTRUCTION, INC. AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSE_ DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-12Y CONSTRUCTION, INC., THE USER THEREOF. WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FLLL COMMISION. 1Y 12 r rn rn W4 C Zuu�� Q 7 C < O D W v z o" Q O u m > co J O` j L0 u Lu Q) � I r DC � N 0 W Ld d r > r N 3:z0 Wm(0U UYLL.1 =(WnUO zoNQ�t zLn:Du 0'uj 1V co ti U CC � W I O W W z Lu Q W Lu C z F Q r O IL C / C c z j 2 W O U c W Q y o C co J O[ o i r z R C CC) Lo 00�Qco j 0 ZZZUU > > 0 Q J J Q Q DNmC9F- SHEET 4 7 SE`.E ALL PAGES FOR STRUCTURAL DETAILS 2" VTR JIL 2" VTR I JIL I SINK SHOWER -JI F 1 F I TCAENETTq - 3" 3% BATks*l / LAV F J I 3„/ I / / I / -� 3" TO FL•2 3„ I / / 4" 4/ 4" C/O / �O APPROVED SEPTIC SYSTEM IST EL=2 PLUMBING R I SEQ N.T.S. JIL VTR / PWDP. 2" LAVS / L rL__// / WC 2" VTR JIL 3„ WC / MASTER 1 / BATH J / 2„ _LAVSF 2" VTR i JL 2/ 3 / 2" LAUNDRY / \" TO FL.2 / 2" VTR I D \ 2" SHOWER JIL I I \2, KITCHEN �— 2" SINK J 2ND FLOOR (HVAC PLAN 1/4" = 1'-0" PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOMS TO AHU UPSTAIRS 2ND F} LOOR PLUMBING R I SE12 N.T.S. NOTE ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUS r MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITU'E THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. BE FLOOD AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBjJTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND' OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION. ELSEWHERE IF APPLICABLE.. IST FLOOR HVAC PLAN 1/4" = 1'-0" PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOMS L w W>0) 40 o Q J 0)j- Z a ul) �UJ<� z QCC) Q W �� w U) Q0 3 ILL m >coS ��a (JLoW W Go � N 0) 0 co I (� C� 0 N m U z C) W z Q O D LL cn z ~ v O o Q U J cy 0 W Z m ZZzl11 J�0 LoNmo 5 7 SEE ALI- PAGES FOR STRUCTURAL DETAILS u 0 BEADING HEADED SCHEDULE SIZE SPECIES NAILING OPENING JACK`S FULL STUD (2)2X6 SPF STAGGERED UP TO 3'-II (U (1) 12'OC 16D (2)2X8 HEMP FIR STAGGERED 4' TO 6' (1) (1) 12"OC 16D (2)2XIO HEMP FIR STAGGERED 6-1 TO 8'-6 (2) (D 12"OC 16D (2)2XI2 HEMP FIR STAGGERED 8'-7 TO 16' (2) (2) 8"OC 16D NON -BEADING HEADED SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X4 SPF STAGGERED UP TO 3'-II (D (1) 12"OC 16D (2)2X6 SPF STAGGERED 4' TO 9'-8 (D (D 12"OC 16D L-12' ]'MIN FROM EDGE HEADEKn 2" 1 MAX STUCCO OVER PAPER BACKED WIRE LATH - OVER OVER 1/27 CDX PLY 'SIMPSON' -TA20 AT EA. FL. JOIST TO- CONC BEAM CONC. "U' BLOCK WADu5 CONT_ LINTEL AT OPENINGS_ tt5 VERT AT 6' O.C. FILL CELL SOLID W/3000 PSI CONIC. 7/8" P.C. STUCCO TYPICAL EXTERIOR STAIRWELL OPEN ABOVE tt5 X 10' HOOK LAP BARS 48- BAR DIA. MIN FILLED CELL W A/Ittg v5 2"X8' P.T. DOOR BUCK TUCCO ATTACHED W/1/4' X 4' STUCC TAPCONSu6' EA.END. @18" O.C(SNGL.LEAF) E ol7 O.C. (DBLLEAF) BRICK MOULDING HINGED SWING I/2/ I'X2' P.T DRYWALL FIR STRIF DOORJAMB ATTACHED \WWnIO X 3' WOOD SCREWS 0 6 EA.END E 18' O.C.(SNGL.LEAF) E IT O.C.(DBL.LEAF) ATTACHMENT DETAIL �78' INDOW UNIT ADD (D tt5 OVER 4' LNG. FORMED E POURED - CONIC. SILL .. CONC.BLK.EXT. ALL W/Itt5 VERT - - AS IN FLOOR PLAN CONC. WINDOW SILL DETAIL I'X2' P.T. I'XT P.T. 1'X2' P.T. I'X2' P.T. FURRING FURRING FURRING 1/2" DRYWALL I'X6' P.T. WINDOW BUCKI'X6" P.T. DOOR BUCK TTACHED W/1-1/2' 'TT'TACHED W/1-1/2' 'T' NAILS o 18'O.C. VERTNAILS • 18'O.C. VE12T ftCONCRETE WINDOW FRAMED JAMB ATTACH ATTACHED TO CONC,ttl0 X 3-1/2'TAPCONS BLOCK TH12U WOODRU DOOR BUCK AND INTO TYPICAL WINDOW BUCK W/1/4' X 2-1/4STUCCO BLOCK, FILL TAPCONS, FILL ALL HOLES STUCCO ALL HOLES MIN. EMBED 1-1/4' S.G.D SILL DETAIL, N.T.S. MTS20 AT TYPICAL -30 INSUATION EA.STUD T FL.JST FL.JST DBL. 2' X 6' SP6 AT EA. ENG. FL. JSTS. TOP PLATE STUD TO TOP PLATE AT 16' O.C. 2" X 6' WOOD FRAME WALL R-19 INSUL. STAIRWELL CEMETIOUS CEILING OPEN ABOVE 'DENS GLAS' OR EQUAL 1/2' DIA. WEDGE SP6 AT EA. N ALL CARPORT OR ANCHORS AT 32" TUD TO STUCCO ON HI -RIBBED O.C. E 6" EA.END BOTTOM PLATE METAL LATH 2' X 6' P.T. BOTTOM PLATE FLOOR JOISTS ATOP CONIC. BLK. WALL tt5 VERT AT 6' O.C. FILL CELL SOLID W/300 PSI CONC. 7/8' P.C. STUCCO CONC, tt 5 X 10' HOOK CLEAN, COMPACTED TYPICAL EXTERIOR STAIRS LAP BARS 4 TREATED FILL SEE OTHER BAR DIA. MIN CARPORT EE WALL SECTION 'B' BEARING WALL AT STAIRWELL 12" MAX PLYWOOD -CRIMP METAL OF PANEL CRIMP METAL DF PANEL FELT ar EE WALL SECTION"B" FRAME WALL ATTACHMENT AT ENTRY 19/32" CDX./ PLYWOOD I. AT THE SAVE, RAKE,AND RIDGE, FASTENERS SHALL BE LOCATED NOT MORE THAN 3" AWAY FROM THE PANEL END. 2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE. 3. tt9-15 X I-I/2' SELF DRILLING CORROSIAN RESISTANT FASTENERS W/ SELF SEALING WASHERS AT 12" O.C. AND AT 12' O.C. IN THE CENTER OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON THE HIGH POINTS OF THE PANEL RIBS.4. THE PANEL'S WIDTH FASTENERS SHALL BE SPACED AT 12' O.C. TO THE CENTER RIB, THEN 12' TO THE NEXT, PERPENDICULAR TO THE SLOPE, THROUGH THE OVERLAPPING PANEL. THE FLAT AREA OF THE PANEL AS SHOWN IN THE DETAILS HEREIN. 5. THE PANELS FASTENING PATTERN AT TI-E INTERIOR OF THE PANEL, SHALL BE IN ROWS SPACED IT O.C, RUNNING PARALLEL TO THE SLOPE OF THE ROOF. FL tt6931-12I SEE ALL PAGES FOR STRUCTURAL DETAILS CONIC. V WAI)#5 CONC. LI WAI)n5 C 1/2-34 POURED CONIC.— I SILL CONCRETE BLOCK EXT. WALLS WM) tt5 VERT. AT 4' O.C. E EA. SIDE OF EA. OPENING IN BLOCK WALL-~ E ALL CORNERS AND CONT. FROM FOOTING TO BEAM FILL CELL SOLID W/CONC. AT WEDGE ANCHORS CONC. 9J' BLOCK WAI)#5 CONT. CONIC. LINTEL WAI 7/8" P.0 TYPICAL LoIco N HMENT DETAIL S.G.D. ATTACHMENT DETAIL SCREWS SUPPLIED SY TYPICAL SIDING. SEE S.G.D. MANE" INSTALL OTI-152 DETAILS AS PER MAN.F. INSTRUCTIONS VAPOR &4RR1 1AX 1/7COX PLY NAIL AS S.G. NAIL PATTERN 2X6 FRAME WALL 19 INSUL TYPICAL LEAD6R_/ 7 SEE 50LFn11 = 2X6 LIM R 2X6 LEADER JACK SEE SCLESEE LME FOR DETAILS S.G.D. JAMB ATTACHMENT DETAIL RAILING FORCE PER CODE = 200= TOTAL OR 50 PLF 50 PLF = 4.17 /LI. ASSUME 4" TRIBUTARY AREA => TOTAL LOAD = 4.17#/IN. X 4" = 16.7# MOMENT AT BASE = 16.7# X 42" = 701# IN. SECTION MODULUS FOR WOOD = 1/6 BH2 (RECTANGLE) OR 1/6 B3 (SQUARE) = 1/6 (23/16)3 = 0.5 IN .3 BENDING STRESS = M/S = 701/0.5 = 1,402 PSI < 1750 PSI (FIBER STRESS FOR SYP.) 701 IN** = I" FA + 3" FB B �N 701 IN#/ 4" = 175 # �- ® A: PULL OUT FORCE = 175" 701 IN# ® B: PULL OUT FORCE = 525# MAX #12 WOOD SCREWS W/I-1/8" EMBEDIMENT HAVE WITHDRAWAL RESISTANCE OF 705# > 525# HANDRAIL LOAD CALCULATIONS �5I VERT TO T.O.B. —" UP I I � 14 FL. JOISTS 1 ANT)INlr- 13 I �I7_I III AT _, ATTACH FL. JOISTS 4Iw TX 12" STRINGERS ATTACH TO SIDE WALLS VWA4) 16D EA. STUD E (3) 1/4' X 3' TAPCONS AT 16" O.C. TO CONC. LANDING ATTACHMENT DETAIL AND LANDING WINDOW LOCATION 2ND FL. FL. JOISTS 1 2" X IT STRINGERS ATTACH TO SIDE WALLS WA4) 16D EA. STUD (3) 1/4" X 3' TAPCONS AT 16" O.C. TO CONC. PNEUMATIC FASTNER SCHEDULE I.) PNEUMATIC FASTNERS SHALL BE "HILTI' COIL NAILS, TYPE CRF 1120. 1-1/2" LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED. 2.) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED. MANLIF. MODEL tt SPACING/ LOCATION NAIL SIZE REMARKS PLYWOOD WALL 2-3/8' X .113 (34 DEG.) PRUDENTIAL SHEATHING BUILDING MAT. SpgRMS SEE DIAPHRAM SCHEDULE PLYWOOD FLOOR 2-3/8' X .113 (34 DEG.) PRUDENTIAL SHEATHING BUILDING MAT. SPERMS SEE DIAPHRAM SCHEDULE PLYWOOD ROOF 8D COMMON COATED PRUDENTIAL SHEATHING BUILDING MAT. SEE DIAPHRAM SCHEDULE I" X 2" FURRING .099 X I-I/2' SM INTERNATIONAL 422428 16' O.C. STRIPS STAPLE WINDOW BUCKS .120 X 1-1/2' HILTI 12" O.C. GARAGE DOOR 1/2" X 5-1/2" RAMSET/REDHEAD 24' O.C. VERTICALLY BUCKS DOOR BUCKS 1/4" X 2-1/2" INTERNATIONAL 8" O.C. TAPCONS STAPLE SLIDING GLASS .120 X 1-1/2' HILTI 12" O.C. DOOR BUCKS ROOF BASE SHEET 120 X 1' CENCO HJI5ATA 12" O.C. AT HEAD LAPS AND EVE EDGES GALVANIZED 24' O.C. AT EDGE OF VALLEY SHEETS DIAPHRAM SCHEDULE PANEL FRAMING DIAPHRAM ZONE I ZONE 2 ZONE 3 EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDERIES REMARKS ROOF APA RATED SHEATHING 19/32" 24' O.C. MAX. IOD, IOD, IOD, IOD, IOD, IOD, IOD, BLOCKING EXPOSURE I, OR EQUAL 6' O.C. 6" O.C. 6" O.C. 6' O.C. 6' O.C. 4' O.C. 4' O.C. AS SHOWN SPAN RATING 40/20 NOTE- ALL ROOFING NAILS TO BE RING SHANK NOTE TO GENERAL CONTRACTOR: ALL CONNECTIONS IN CONTACT WITH ACQ MATERIAL SHALL BE HOT DIPPED GALVANIZED MINIMUM. NOTE TO BUILDER; BUILDER SHALL COORDINATE AND REVIEW ALL FINAL Al2CI41TECTU12AL DRAWINGS WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED. UP 3/4' PL FL. JOISTS NEE IS IN A NEGLIGIBLE WEATHER AREA 2. HOUSE IS IN A VERY HEAVY TERMITE AREA 3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200 4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25 5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING FINISH AND INSULATION 6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS 7. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL PRE -EN AS PER F.B.C.2514.3.5 METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LONG HAVING A HEAD NOT LESS THAN 3/8 INCH (9.5 MM�N DIAMETER. SOFFIT VENTS TO BE 6'X24" AT 8' O.C. MAX. EXTERIOR CEILING/SOFFIT DETAIL N.T.S. ZX1, ATTACH TO W/(4) 161 (3) 1/4" X AT16"0 THICKEN CONC. UNDER BASE OF STAIRS WAI) tt5 CONT. (15) RISERS AT 7.5" 13 TREADS AT 10' I LANDING INTERIOR STAIR DETAIL MEL-12Y CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATEIRIALS HEREIN CONSTITUTE TH0121GINAL AND WORK OF MEL-RY CONSTRUCTION, INC. AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISIOP urn W H m Q Df J (h } 1 N (L 5L D O Q co o Q - � N W � Q O m > do J IJ0 W D o co I N I__IL (V 0 LLI d N W WQ�Q 3:z-40 Lu) Fn UVLL� =LLJ ON (n0 Z LC) D \O,tl-Wa iV N U Q) co Lo 0 C�j m UA U z Iu _Q C0 L^u / LI Q O LL co Z ~ W 0 U o Q � J u W Z cf) ODN00000 Fo � r 0 ZZZLOU 5; 0 �z<<0 �(4m0H SHEET 6 7 SILICONE/POLYURETHANE STRAPS INSTALLED 2 ON TOP TWO ON BOTTOM L_ VENT FRAME FIGURE 2 Side View STRAP DETAIL. TEETH MUST CLICK IN TIGHT TO INSURE SECURE INSTALLATION. BEND PAST 907 FO SPRING BACK 5V-CRIMP METAL ROOF OVER 30a FELT OVER 12 19/32' CDX PLYWOO PITCH SEE ROOF NAILING ZONE 3 ENGINEERED ROOF AND ATTACHMENT DETAIL TRUSS AT 24' O.C. I 'SIMPSON" ETA20 AT EACH TRUSS 30 INSULATION TO BEAM WAID I'X4' AT BOTTOM IOD X 1-1/2 CHORD AT 8' O.C. SEE SOFFIT E AND CONTINUOUS FASCIA DETAIL AILED WAS) AD COMMON EA.TRUSS I/2' DRYWALL CEILING CONCRETE 'U' BLOCK II' WAD M5 CONTINUOUS USE CONCRETE LINTEL ABOVE ALL WINDOWS AND DOORS THRU BLOCK WALL ;h 1/7 DRYWALL OVER -4.5 FOIL OVER I'X2' P.T. FURRING CONCRETE BLOCK EXT. WALLS WkD 5 VERT TO T.O.B. tt5 VERT. AT 4' O.C. DBL. 2' X 8' RIM JOIST E EA. SIDE OF EA. WA2) 5/8' DIA. WEDGE OPENING IN BLOCK WALL ANCHORS AT 32' O.0 E ALL CORNERS 'I W/6' MIN. EMBEDIMENIT AND CONT. FROM FOOTING TO BEAM ':II.. 3/4' PLYWOOD DECKING FGLUEDO.C. ATEED ASCRE�NDAIN FIELD N � Q-30 INSUATION FILL CELL SOLID W/CONCIr — AT WEDGE ANCHORCONIC. U' BLOCKENG. WAI*5 CONTAT FL JSTS. 24'O.C. CONC.LINTELWADa5 CONT/8'TYPE7C CEILING R EQUAL AS PER 3026 IN ALL CARPORT 7/8' P.C. STUCCONGTYPICAL EXTERIORISTS CONCRETE BLOCK EXT. WALLS W/4) a5 VERT. AT 4' O.C. E EA. SIDE OF EA, OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM OVERLAP ALL 12EBAR ENDS 48 BAR DIA. (MIN.). PROVIDE CONTINOUS LOAD PATH FROM FOOTING TO TOP OF BEAM FINISHED FLOOR A.F.P. (D u5 CONT— 'a m (n c� N GARAGE FLOOR _Ee _ GRADE _- JCRETE BLOCK STEMWALL )n 5 VERT, AT 4' O.C. Q W W U) 24)02 CONIC. W/(D ,!55 CONT. TYPICAL WALL SECTION N.T.S. DETAIL DIAGRAM MODEL 1540-520 FLOOD VENT INSULATED -- 16 1/4" R/0 FLOAT SLOTS\\��\\\\\ FIGURE 1 Front View ° a a a ° ° FIGURE 3 12-FINAL GRADEM as Side View ° SMART VENT FOUNDATION ROOD VENTS 4W AMSRO DR. SUITE 29 ae PITMAN N) 08071 877-441-8368 WWKSMARrA NT.DOM " ne NVTWTIQl Wrv."Ni,NIIN pG"W.p 91iE pXC XO. �y e,K eaie wparcO'sWmwNr Nc " 1540-520 an �Xooucnw m,mo-n.e NTONTKN NIIVM TG NNf1C1 X®., Q a."xr part XC Xf MTE "-2a-oe sruT , aF z 5V-CRIMP METAL ROOF OVER 30a FELT OVER 19/32' CDX PLYWOOD SEE ROOF NAILING ZONE AND ATTACHMENT DETAIL 'SIMPSON'-ETA20 AT EACH TRUSS TO BEAM WAID--� IOD X 1-1/2 SEE SOFFIT E FASCIA DETAIL—y CONCRETE BLOCK EXT. WALLS W/<D tt5 VERT. AT 4' O.C. E EA. SIDE OF EA. OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM FILL CELL SOLID V AT WEDGE Al' CONC. U' WADu5 CONC. WANDD5 INSTALLATION INSTRUCTIONS Smart VENT & DETAILS 877- 441- 8368 MODEL 1540-520 www.smartvent.com FLOODVENT INSULATED INSTALLATION INSTRUCTIONS REV. 4-30-08 1. Remove vent door from vent frame. (Turn upside down, rotate bottom of door outward and slide out) 2. Prepare a CLEAN 16.25" wide by 8.25" high rough opening (approx. 1 block wide X 1 block high) for each vent. Ensure the bottom of the rough opening is no more than 12" above the finished grade. 3. Apply a bead of silicone or polyurethane caulk around the back of the flange on the vent frame. (FIG. 2) 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth see STRAP DETAIL 5. Insert the top straps into the top two strap slots about two clicks. 6. Insert the vent frame in the cut opening. The bent strap ends go in then up behind the inside of the wall. Push the frame tight against the face of the wall. Ensure the frame is flush and square in the opening. (FIG. 3) 7. Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face. The sharp point of the straps should not extend past the front of the vent face. Install the two remaining bottom straps and click into place. 8. Re -check that frame is square and slots are clear of debris, and caulk. 9. Install the door into frame by grasping the bottom of door (with float pins down) and front (weld marks back). Slide door into frame and rotate until it is latched. 10. To open the door insert two credit cards into the float slots as shown in the diagram. This will unlatch the door for removal and cleaning. 12 PITCH 3 ENGINEERED ROOF TRUSS AT 24' O.C. 30 INSULATION PX4' AT BOTTOM CHORD AT 8' O.C. AND CONTNNUOUE; AILED W/(3) COMMON EA, 1/2' DRYWALL CEILING CONCRETE 'U BLOCK WAD e5 CONTINUOUS _USE CONCRETE LINTEL ABOVE ALL WINDOWS AND DOORS THRU BLOCK WALL 1/2' DRYWALL OVER —Q-4.5 FOIL OVER I'X2' P.T. FURRING �5 VERT TO T.O.B. DEL. 2" X 8' RIM JOIST W/(2) 5/8' DIA. WEDGE ANCHORS AT 32' O.0 W/6' MIN. EMBEDIMENT 3/4' PLYWOOD DECKING COLC �DESCREWED AT6'. AT EDGES AND IN FIELD ,—R-30 INSUATION ENG. FL. JSTS. AT 24' O.C. _5/8' TYPE X` CEILING OR EQUAL AS PER R3026 IN ALL CARPORT 7/8' P.C. STUCCO LG P CHORD BEARING TYPICAL EXTERIOR INEERED FL. JOISTS AT 24 O.C. CONCRETE BLOCK EXT. WALLS W/9) #5 VERT. AT 4' O.C. E EA. SIDE OF EA, OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM OVERLAP ALL REBAR ENDS 48 BAR DIA. (MIN), PROVIDE CONTINOUS LOAD PATH FROM FOOTING TO TOP OF BEAM ' ? 16)(18 CONC. FING, w/ v #55 CONT. WALL SECTION AT GARAGE N.T•S• DETAIL SPECIFICATIONS: MATERIAL: STAINLESS STEEL OPERATION: AUTOMATIC NON —POWERED ACTIVATION AND OPERATION INSTALLATION: SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED HYDROSTATIC RELIEF: 200 Sq. Ft per Vent REQUIREMENTS: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) SHM 2 OF 2 EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE) RE i Q W W M Z 0 H > W W W LANDING W m tt5 EA. BULLNO i6"_ X 18' CONC .. _FOOTING VV A2) n5CONT. _ a CONCRETE FOOTING • • W(4)#5 S CONT. (2) AT TOP AND DE T BOTTOM ON GR ... ... ... ... ._ D _6• tt5 ALIGNECLEAN, TREATED (1) EA. SIDE OF STAIR COMPACTED FILL AND (1) AT MIDPOINT CONCRETE (2) RISERS AT 7.5" REAR STAIRS (1) TREADS AT 10" USE 3000 PSI I" BULLNOSE CONCRETE tt5 BAR AT 16" O.C. LANDING TO HOUSE SLAB 3' INTO EACH CONCRETE OVERPOUR BLOCK STEMWALL AT PORCH TYPICAL BLO( STEMWALL AT POP( 16 W. X 17 THK. CONC. FOOTING WAD #5'S CONT. HIGH HIGH IDRAIL 5 RISERS AT 7" 5V-CRIMP METAL ROOF OVER 30a FELT OVER 19/32' CDX PLYWOOD SEE ROOF NAILING ZONE AND ATTACHMENT DETAIL 'SIMPSON'-ETA20 AT EACH TRUSS TO BEAM WAID--� IOD X 1-1/2 SEE SOFFIT E FASCIA DETAIL—y CONCRETE BLOCK EXT. WALLS W/<D tt5 VERT. AT 4' O.C. E EA. SIDE OF EA. OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM FILL CELL SOLID V AT WEDGE Al' CONC. U' WADu5 CONC. WANDD5 INSTALLATION INSTRUCTIONS Smart VENT & DETAILS 877- 441- 8368 MODEL 1540-520 www.smartvent.com FLOODVENT INSULATED INSTALLATION INSTRUCTIONS REV. 4-30-08 1. Remove vent door from vent frame. (Turn upside down, rotate bottom of door outward and slide out) 2. Prepare a CLEAN 16.25" wide by 8.25" high rough opening (approx. 1 block wide X 1 block high) for each vent. Ensure the bottom of the rough opening is no more than 12" above the finished grade. 3. Apply a bead of silicone or polyurethane caulk around the back of the flange on the vent frame. (FIG. 2) 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth see STRAP DETAIL 5. Insert the top straps into the top two strap slots about two clicks. 6. Insert the vent frame in the cut opening. The bent strap ends go in then up behind the inside of the wall. Push the frame tight against the face of the wall. Ensure the frame is flush and square in the opening. (FIG. 3) 7. Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face. The sharp point of the straps should not extend past the front of the vent face. Install the two remaining bottom straps and click into place. 8. Re -check that frame is square and slots are clear of debris, and caulk. 9. Install the door into frame by grasping the bottom of door (with float pins down) and front (weld marks back). Slide door into frame and rotate until it is latched. 10. To open the door insert two credit cards into the float slots as shown in the diagram. This will unlatch the door for removal and cleaning. 12 PITCH 3 ENGINEERED ROOF TRUSS AT 24' O.C. 30 INSULATION PX4' AT BOTTOM CHORD AT 8' O.C. AND CONTNNUOUE; AILED W/(3) COMMON EA, 1/2' DRYWALL CEILING CONCRETE 'U BLOCK WAD e5 CONTINUOUS _USE CONCRETE LINTEL ABOVE ALL WINDOWS AND DOORS THRU BLOCK WALL 1/2' DRYWALL OVER —Q-4.5 FOIL OVER I'X2' P.T. FURRING �5 VERT TO T.O.B. DEL. 2" X 8' RIM JOIST W/(2) 5/8' DIA. WEDGE ANCHORS AT 32' O.0 W/6' MIN. EMBEDIMENT 3/4' PLYWOOD DECKING COLC �DESCREWED AT6'. AT EDGES AND IN FIELD ,—R-30 INSUATION ENG. FL. JSTS. AT 24' O.C. _5/8' TYPE X` CEILING OR EQUAL AS PER R3026 IN ALL CARPORT 7/8' P.C. STUCCO LG P CHORD BEARING TYPICAL EXTERIOR INEERED FL. JOISTS AT 24 O.C. CONCRETE BLOCK EXT. WALLS W/9) #5 VERT. AT 4' O.C. E EA. SIDE OF EA, OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM OVERLAP ALL REBAR ENDS 48 BAR DIA. (MIN), PROVIDE CONTINOUS LOAD PATH FROM FOOTING TO TOP OF BEAM ' ? 16)(18 CONC. FING, w/ v #55 CONT. WALL SECTION AT GARAGE N.T•S• DETAIL SPECIFICATIONS: MATERIAL: STAINLESS STEEL OPERATION: AUTOMATIC NON —POWERED ACTIVATION AND OPERATION INSTALLATION: SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED HYDROSTATIC RELIEF: 200 Sq. Ft per Vent REQUIREMENTS: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) SHM 2 OF 2 EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE) RE i Q W W M Z 0 H > W W W LANDING W m tt5 EA. BULLNO i6"_ X 18' CONC .. _FOOTING VV A2) n5CONT. _ a CONCRETE FOOTING • • W(4)#5 S CONT. (2) AT TOP AND DE T BOTTOM ON GR ... ... ... ... ._ D _6• tt5 ALIGNECLEAN, TREATED (1) EA. SIDE OF STAIR COMPACTED FILL AND (1) AT MIDPOINT CONCRETE (2) RISERS AT 7.5" REAR STAIRS (1) TREADS AT 10" USE 3000 PSI I" BULLNOSE CONCRETE tt5 BAR AT 16" O.C. LANDING TO HOUSE SLAB 3' INTO EACH CONCRETE OVERPOUR BLOCK STEMWALL AT PORCH TYPICAL BLO( STEMWALL AT POP( 16 W. X 17 THK. CONC. FOOTING WAD #5'S CONT. HIGH HIGH IDRAIL 5 RISERS AT 7" CONCRETE 4 TREADS AT 10" STAIRS I LANDING USE 3000 PSI I" BULLNOSE CONCRETE EXTERIOR STAIR RISER CONCRETE BLOCK EXT. WALLS W/<D tt5 VERT. AT 4' O.C. E EA. SIDE OF EA. OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM 7/8' P.C. STUCCO TYPICAL EXTERIOR `II. 16' X 3' X 5-1/2' DEEP NOTCH IN CONIC. BLOCK — FOR 2-PLY GIRDER u5'S VERT. E CONT VERT TO T.O.B. 3/4' PLYWOOD DECKING GLUED E SCREWED AT 6' O.C. AT EDGES AND IN FIELD 6-1 INSUATION PLY GIRDER DNCRETE �5/8" TYPE'X" CEILING BEAM it - OR EQUAL AS PER R3026 IN ALL CARPORT <II' EMBED FL. JSTS. INTO CONIC. BEAM SEE EMBED LOCATIONS ON FLOOR JOIST PLAN EMBED FLOOR JOIST IN BEAM DETAIL --»5 EA. BULLNOSE s5 EA. ALIGNED ( EA. SIDE OF STAIRS AND (D AT MIDPOINT rn W o,Cr) 4o =NIJL-m uZi QO<aGo � I j�� w z Q r � � M — E z J Ln w o W I N 0 O LL.I N 1r z'1 �0 Wm�U U�u-q zU)ui EY0 ZOrN D (Lo 03 l� M M U z LU Z ul 0 U 53 Q n J Df O W Z N co SHEET 7 SEE ALL PAGES FOR STRUCTURAL DETAILS N.T.S. *WARNING* ALL BEARING POINTS MUST BE INSTALLED PRIOR TO INSTALLING ANY TRUSSES! FAILURE TO DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. E R" S `NEEIIEV S*�('B�UpI �L�D -THIS IS A PLACEMENT PLAN FOR ENGIING*-BRACING: COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS DIAPHRAMS HAVE NOT BEEN ANALYZED BY ON THE BCSI-B1 SUMMARY SHEETS EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE -FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. FOLLOW INSTRUCTIONS ON THE BCSI-Bl SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. SIGNATURE ACKNOWLEDGES: Having used the Truss Loads (Provided by the Truss Manufacturer) for Design of Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning, Detailing, Fabrication Nor Installation of This Truss System. APP;�IOVED BY: JONN k CQESWELL, PE TITLE: ENG I NEEQ OF QECOQD APPf:�OVAL DATE: MUM 3 7/8" -SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES IHEM IN ADVANCE TRUSS -ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS PLIES AND THE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS ACCORDING -OUR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE CATALOG ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. BEARING ELEVATIONS ZERO O.H. DETAIL TYPICAL END DETAIL TRUSS CONNECTOR SCHEDULE residence BRG P❑INT TRUSS I. TRUSS ,UPLIFT CONNECTOR MFG CONNECTOR QTY CONNECTOR TO USE CONNECTOR UPLIFT FASTENERS PER STRAP Truss to Concrete < 1725 S 1 HETA20 1805 10-10ol x 1-1/2 Truss to Wood < 625 U 1 RT7A 650 10-8ol x 1-1/2 Connector Mfg U=U`>P, S=Simpson TRUSS PLACI-MENT PLAN 1318's"M� ��—_ �01 �' E RI 06 FA MNMI � ii���LWL 1 1h %0 'M �Owl LL A01 A01 IRA LN N1 %11--, R I \8111,11 �� ' 1\ k, A'A"AdAI - ., if r, n• ram• ram• W a INGINEERE" I Russ sysTe.s E C EAST COAST TRUSS 5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 OFFICE:(772) 466-2480 FAX:(772)466-5336 CUSTOMER: Mel-Ry Construction JOB NAME:Sullivan Residence ADDRESS:327 Holiday Out CITY/CNTYJensen Beach/Martin JOB # 27347 JOB # MODEL Custom 2 Story/Roof - TIMBER PRODUc c� �7� •7 (LATEST=08/28/1 N ACCOf RDA CE WITH THE FLORIDA ADMINISTRATIVE CODE PATE1.J03 0) (c), EAST COAST TRUSS is the Truss Desi n Er(gineer" Trusses are designed in accordance with the Florida Building Code APPROVAL NOTE: By approving this placement plan(s) signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges J that this approval authorizes EAST Q COAST TRUSS to manufacture these Z trusses and deliver them to the LL project indicated on this drawing. The customer also acknowledges 0 that he/she accepts financial LU responsibility for any repair, engineering, and labor required due Q to errors other than those of EAST COAST TRUSS. U) Signed: Date: U) CODE =FBC 2010/TPI2007 ASCE DESIGNZ-11IJfERIA =MWFRS OCCUPANCY CATEGORY = II EXPOSURE = D MWF SPEED = 170 BUILDING TYPE = ENCLOSED MEAN HEIGHT = 15.00 GRAVITY LOADS FLOOR: DUR FACTOR= 1.0 PSF=TCLL - TCDL- BCLL-BCDL 40.01110.010.0f5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL - TCDL - BCLL - BCDL 20.017.010.0110.0 LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2X6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS 108-28-2014_New Plans Re -Draw SJ 2 — — 3 4 5 6 (11/16" if plot 18x24) .Designed I W V7 LU V) 0 w Z) 0 Z Fi r-I 4- 0 ri N 0) fu a 0 a� 111 U Z ��1 a W e _1 a m C O F7 A Q U 4. N d d 2 LA d W *BUILDER"S WARNING* MUST BE INSTALLED ANY TRUSSES! -THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR IY RESULT IN COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY ON THE SCSI-B1 SUMMARY SHEETS TRUSS -ALL HANGERS ARE SI MPSON STRONG -TIE UNLESS VD WILL VOID ALL BRACING R THE STRUCTURE IS HE HCONNECTION OTHERWISENG -FEAST OR ERECTION CTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OFOTHERS. -OUR DESIGNDEPARTM NTMUST APPROVE THE CURR CURRENT SIMPSON STRONG TIE CATALOG FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. ADVANCE. I M 1'-8 TRUSS PLACEMEN r PLAN BEARING ELEVATIONS 8'-0" A.F.F. POCKET IN BEAM @ 8'-0" A.F.F. POCKET IN BEAM @ 8'-0" A.F.F. 'OCKET IN BEAM a� 8'-0" A.F.F. r DEEP 4X2 BALCONY USSES @ 16" O.C. L3 = (2) 2X LEDGER BY BLDR. TOP @ 9'-1" A.F.F. EJ = (2) 2X LEDGER BY BLDR. TOP @ 8'-9" A.F.F. - ENGINEERED TIMBER IRUSE SYSTEMS PRQVU= 01 W 1 Q(� �°��mr ZZ`rSm°a EC7 %0 o a _F� EAST COAST TRUSS '-i lLl N 5285 ST, LUCIE BLVD. FT. PIERCE, FL 349646 a� Z OFFICE:(772) 466-2480 FAX:(772)466-5336 d CUSTOMER:Mel-Ry Construction r > co JOB NAME:Sullivan Residence Z J I ADDRESS:327 Holiday Out 0 _J Lo CITY/CNTY]ensen Beach/Martin o W C4 JOB # 27346 ' N JOB # � r DEL Custom 2 ry/Floors RAGE F�T- 3 (LATEST=08/28/14) -ORDA CE WIFH THE FLORIDA ADMINISTRATIVE CODE T4R.6D$ULZc1,J4S4 OAST TRUSS is the are designed in accordance with the Building Code APPROVAL NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Sinned: Date: ODE =FBC 2010/TPI2007 ASCE ESIGN )C41DfERIA =MWFRS CCUPANCY CATEGORY = II KPOSURE = D WF SPEED = 170 UILDING TYPE = ENCLOSED EAN HEIGHT =15.00 GRAVITY LOADS OR: DUR FACTOR= 1.0 =TCLL - TCDL- BCLL-BCDL 40.0110.010.015.0 ,OF: DUR FACTOR= 1.25 F=TCLL - TCDL - BCLL - BCDL 2 0.0, 7.0, 0.0,10.0 LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf 2X6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER 10 BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. REVISIONS 1 08-28-2014_New plans-Re-Draw_S] 2 3 4 5 6 (3/16" if blot 18x24) .Designed by:S] J Q z LL U) U) J W V7 D DC UJ F- U) 0 LU V) O a N O d O to 3: 0 UJ Q UVL� z (pLU 0 mftft;) rV U z LU 0 Z v O Lu Lu Q Ui J Lu 010 W r Z N SHEET