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472 E SAILFISH DR ACC24-0001 REVISION 3-22-24 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT ACC24-01 ■ Revision to Issued Permit OR Corrections to Comments Date: 03/13/2024 Project Address: 472 SAILFISH DR E Contractor/Contact Name: CHARLES STINSON Contact Phone: 314 412 8961 Email: CSTINSON472@GMAIL.COM Description of Proposed Revision/Corrections: The change is to update the Front Elevation of the shed to add(2)windows as shown on sheet 2 of the drawings. FL Product Approval#14088.1. Charles Stinson affirm the revision/correction to comments is inclusive of the proposed changes. (Printed name) • Will proposed revision/corrections add additional square footage to original submittal? 01 No L_1 Yes (additional s.f. to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? —*Yes (additional increase in building vaju : $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ._ Approved Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 „, , ( ) NAIL FIN INSTALLATION T\ I I T '� I 1 1 �- �_ 11/2'MIN.EMBEDMENT MIN.DISTANCE 2X WOOD FRAME /�� p —IIIIILLIIIIVH?' FOR EDGE 3/4” -(IAL TION MIN.DISTANCE 2X WOOD FINi''' FOR EDGE:3/a• FRAME AI_ 1/4'MAX 0 I ►- H—. ' SHIM SPACE i`'P FRAME SECTION(TYP) !Io i/4"MAX VERTICAL SECTIONSHLM SPACE uo1E:rrl.e.....n... tiva w• 22.0mm 11/2"MIN.5.0 mm t r 5.0mm EMBEDMENT IIIIi r[j116111 1111 '1,.., GLASS BITE ' j 1 ► •., ,,' 111911".... DOW 995 GLAZING DETAIL JAMB SECTION(TYP) et, HORIZONTAL SECTION ►lL� ' ( NOTE:Caulk bows"n Nailing Flange d Wood Op q. I 7-1 SHIM ` SFfIM SPACE �, II= ' ISTANCE FORDGE:3/4. PREMIUM ATL VINYL FIXED WINDOW N FOR EDGE:3/4• 1 1 1 I p 'L�p� 2X WOOD FRAME Max Frame 1 DP RATINGS IMPACT WINDOW NgmH(52.125'NAL) I —, 1 I/2'MIN.EMBEDMENT 52 1/8 x 75 +/-55 NO TYPICAL ELEVATION WITH FASTENER SPAaNG Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 1/2"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM El 300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5 mm annealed glass/13 mm airspace/5 mm annealed glass. project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 001111i0/1/4 6. An impact protective system is required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the �\ g $ Nps // building code. window to achieve the rated design pressure upto the size limitations � s F i�� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does 'r' �'• �'PRO)ECi ENGINEER: DATE: Wy not address he sealing consideration that may arise in different wall i. 7 778 10/15/2013 � 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions = * ', * _DRAWN BY: SCALE: J1EL.I1? V!,FIST Klamath Falls,OR.97601 packaged with the window or go to r b •" —D.Vezo NTS Phone: (541)882-3451 www.jeld-wen.com/resources/installation. 75'. E OF i OIEC:(ED BY: TrnE° O . '��� J. Kantola DISCLAIMER: % #'. 0_ ,o -.‘+\`•• APPROVED BY: PNail rF n(um Atlantic Installation (52n125"yl I xe75") This drawing and its contents are confidential and are not to be / ei PATV5T4T6b reproduced or copied in whole or in part or used or disclosed to others r.*... •WW1" r . UQ9 except as authorized by JELD-WEN Inc. 398 East. .••r *� ••St11te 3313 IDENTIFIER No. PANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET Duda Beach. 04 Nt'TL210 3911 1 FBC 00 1OFa MIN.DISTANCE 1 THROUGH FRAME '4.3750 wa.TRW° I } cfrigERs FOR EDGE:3/4"© INSTALLATION new�l 1 1 1 0*AtilIII ��~ 1f/2"MIN.EMBEDMENT 1 1/2"MIN. �� 1153'O.C. . -,.. TIM EMBEDMENT FRMS 0 �-� 1/4"MAX 1 1/4"MAX r — SHIM SPACE19 I 414.1H:SPACE 44 ~ � FRAME SECTION(TYP) .., VERTICAL SECTION 22.0 mm I 11 5.0 mm } ri 5.0mm MIN.DISTANCE '+ 1Ell 1.. FOR EDGE:3/4"AIIIIMMIIIIIIIIIIMIIIII 1GLA5S&rrE l_L m .4 III '� DOW 995 JAMB SECTION (TYP) 0 Li ' GLAZING DETAIL HORIZONTAL SECTION •���- 1 v4'MAX I 1 7-� SHIM SPACE � ��it�a 7 T T T �' 11/2 MIN. PREMIUM ATL VINYL FIXED WINDOW //��" „ EMBEDMENT Max Frame DP RATING IMPACT wolDOW mom 151.125_"" ' I 52 1/8 x 75 +/-55 NO i I MIN.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE 3/4' , Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5 mm annealed glass/13 mm airspace/5 mm annealed glass. project of installation. 4. Use structural or composite shims where required. 011111/01/z 1(1 11/01 5. Installation methods can be interchanged within the same opening. \\\ ES Fry /,// 6. An impact protective system is required where wind borne debris protection is mandated by local o __- 0 /r building code. This schedule addresses only the fasteners required to anchor the � ��--10 E. -,RF i� �`•.. .Q i 7. Maximum sizes are buck sizes and do not include fin or flange. window to achieve the rated design pressure up to the size limitations -. • O noted. It is not intended as a guide to the installation process and does 1• , 7. % i PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall = •* : * ! 10/15/2013 JELD11TEN conditions. For the complete installation procedure,see the instructions = -y; — DRAWN BY: scALE: Klamath Falls,OR.97601 packaged with the window or go to % 73 S E OF D.Vezo NTS Phone: (541)882 3x51 www.jeld-wen.com/resources/installation. i O • k/ CHECKED BY: TITLE: �'. 4t . J. Kantola DISCLAIMER: -,i F 4 tDP ,,.:� APPROVED EY: Premium Atlantic Vinyl Fixed This drawing and its contents are confidential and are not to be /� '7'+tIALIa PART P o ECT o: Through Frame Installation (52.125"x 75") :: , 1., reproduced or copied in whole or in part or used or disclosed to others ,, •[ k�778 D 4�0 except as authorized by JELD-WEN Inc. 398 East Dnafn Beech m.ti.. Suite 338 IDENTIFIER No. Dania Beech FL 83004 NCTL210-3911-1-FBC PLANT NAME AND LOCATION: 1 CAD DWG.No.: REV: OO SHEET 2 of 4 'wax o.. } ( FROM DISTANCE MASONRY INSTALLATION FRAME I COMERS FOB EDGE:2 v2' ��� —1—/r/THRU E. Mn50NRY ---_.- ------ pd BLOCK • --:I/4•MIN, I E 'd 0 EMBEDMENT tom"0.C" _ 11/4•MIN. FMK-wax TRW EMBEDMENT 1/4"MAX .4 •" V vA Mnx • SHIM SACE I' S:tuA SP ALT MIN.DISTANCE v _ i FOR EDGE:2 v2" ' • FRAME SECTION(TMP) a —(. VERTICAL SECTION 4=11"1611 - 22,0 mm�� a.' ll, 5.0 mm rI 5.0 mm . / 1�GLASS BITE MASONRYAIMIIIIIIIIM 13.0!mm BLOCK 0 �_�� 1 DOW 995 I JAMB SECTION(TMP) I`' HORIZONTAL SECTION GLAZING DETAIL s r-L J 'l 0 7= JI 1R MAX SHIM SPACE ��a. I _/ T T T T z . _E BEDM PREMIUM ATL VINYL FIXED WINDOW Q I 4S:1 -- MnSOMY Max Frame IDP RATINGI IMPACT I ,„"D°"",an,(32.1 'MAX.) BLOCK 52 1/8 x 75 +/-55NO TYPICAL ELEVATION WITHST FAENER SPACING FOR EcceST2' Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida of 1 1/4"into concrete or masonry at each location with a 2 1/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5 mm annealed glass/13 mm airspace/5 mm annealed glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local This schedule addresses onlythe fasteners \\\ (l l i/// building code. required anchor the �\\\ c //// 7. Maximum sizes are buck sizes and do not include fin or window to achieve the rated design pressure up to the size limitations �5 rGr _ .4 flange. noted. It is not intended as a guide to the installation process and does \��l�,Q` ,,\G FF . 40,ice PRC1ECr ENGINEER I DATE: not address he sealing consideration that may arise in different wall 10/15/2013 JELD1VEN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions = 377$ * DRAwN ar: swE: Klamath Falls,OR.97601 packaged with the window or go to = * , D. Vezo NTS Phone: (541)882-3451 ' "- twwwjeld-wen.com/resourceslnstallation. -p , ' 3"�olaS °TE OF .� • APPROVED BY: Premium Atlantic Vinyl Fixed DISCLAIMER: . • This drawing and its contents are confidential and are not to be �i/ ®�ORt �\ PnRr o Ecr D Masonry Installation (52.125"x 75") reproduced or copied in whole or in part or used or disclosed to others r-Ne �� D 4�0 except as authorized by JELD-WEN Inc, 388 338 IDENTIFIER No, PLANT NAME AND LOCATION: CAD DWG.No.: REV: SNEET D.I•IL '-' (rt NCTL210-3911-1-F �� 3 of 4 14.375.0.C. ALS"_ AM.embedment STEEL INSTALLATION ME I I ROM of three threads FRAPart frame T— / Mehl DISTANCE 1 1 1 1 FOR EDGE:3/a• i © ie 90 mi" MIN.DISTANCE �� FOR EDGE:3/4" 1 es-o.C. 3 •YES 1/4"MAX 7.......... .. .1._ �� SHIM SPACE va MAX Min,embedment ._'ar�� �� SHIM sPA� of three threads 0 FRAME SECTION(TYP) past frameii _ VERTICAL SECTION 22.0 mm i • 5.0 mm I I 5.0 mm C. w 1 18 gauge min Steel Stud E % 1•. et,---,-.„.,,mm., ...... ir t• 11111111.71=1 D0W 995 ~ plit GLAZING DETAIL ��__� JAMB SECTION (TYP) O `rise- A :/4"MAX HORIZONTAL SECTION _--■-� SHIM SPACE �� if- 1min©9e J-•7 _-- t T T T ,� Stet/Stud PREMIUM ATL VINYL FIXED WINDOW Z 3/eamem Max Frame I DP RATING IMPACT at three tnreod WINDOW VIM(52125. � I Mfrtem threads 52 1/8 x 75 1 +/-55 i NO TYPICAL ELEVATION WITH FASTENER SPACING °°"'°^` I— Installation Notes: General Notes: 1. Seal flan a/frame to substrate. 9 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing use#10 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5 mm annealed glass/13 mm airspace/5 mm annealed glass. project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impactprotective system is required where wind borne debrisprotection is mandated bylocal \�\\11111J//��� P Y q This schedule addresses only the fasteners required to anchor the \�\' g .S building Maximumcode.sizes are buck sizes and do not include fin or flange. window to achieve the rated design pressure up to the size limitations `. �t� -Ns F,Q i� noted. It is not intended as a guide to the installation process and does •:. "c7- i O �13. PROJECT ENGINEER DATE: not address he sealing consideration that may arise in different wall e 377. r 10/15/2013 JEJ1siTE.Is13737 Lakeport Bivd conditions. For the complete installation procedure,see the instructions = * * DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to — • * = D. Vezo NTS Phone: (541)882-3451 www.jeld-wen.corn/resources/installation. 6, Q'=CHECKED BY: TITLE: . IQ J. Kantola APPROVED BY: Premium Atlantic Vinyl Fixed DISCLAIMER: '-''W,� g J,.?��� Steel Installation (52.125"x 75") This drawing and its contents are confidential and are not to be v'E PAaT P D Ecr a reproduced or copied in whole or in part or used or disclosed to others "�" C D6��4�b except as authorized by JELD-WEN Inc. 998 East '••- ,. to 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET D°�° =� ssdos NCTL210 3911 1 PBC 00 a OF 4 WIND PRESSURES ON WALLS¢ROOFS 3 EFFECTIVE AREA OF ROOF ZONES EXTERIOR WALLS GENERAL STRUCTURAL NOTE$ "11.QQ2 OPENINGROOF ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 6 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO SAWN LUMBER SHALL BE SOUTHERN PINE E2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC ZONE COMMENCING WORK.CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING NATIONAL DESIGN SPECIFICATION.ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED 0 TO 10 18.8 -47.2 18.9 -62.3 16.9 -81.8 26.6 -27.7 26.6 -34.2 CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK, GEORGIA PACIFIC(OR EQUIV.)AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED 10.1 TO 20 1$.4 -40.8 18.4 -63.8 16.4 -70.1 24.4 -28,8 24.4 -31.9 DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS OTHERWISE ON PLANS.CONTACT ENGINEER OF RECORD IF HEADER/BEAMS 812E IS NOT SPECIFIED. PLANS ANO NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.ELSEWHERE EXCEPT AS OTHERWISE INDICATED.ADAPT 20.1 TO 50 13.4 -31.8 13.4 •42.8 13.4 •64.8 22.8 •26,1 22.8 -28.8 REQUIREMENTS OF DETAILS,SECTIONS, FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USA(OR APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. 50.1 TO 100 11.9 -26.2 11.9 -34.0 11.9 -42.8 21.7 -23.9 21.7 -26.6 DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER.ALL CONNECTORS AVAILABLE DATE OBTAINABLE,BUT ARE NOT GUARANTEED.BEFORE PROCEEDING WITH ANY WORK SHALL BE GALVANIZED.UNLESS SHOWN OTHERWISE,INSTALL MAXIMUM SIZE AND NUMBER OF 1. WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS.IF THE STRUCTURE IS OUTSIDE DEPENDENT ON THE DATA INVOLVED,THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL FASTENERS SHOWN IN LATEST SIMPSON CATALOG THESE PARAMETER PLEASE CONTACT THE ENGINEER. DIMENSIONS.GRADES.LINES.LEVELS,OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID 2. THE EFFECTIVE AREA IS EQUAL TO THE LENGTH•WIDTH OF THE PROPOSED OPENING OR SPAN.THE WIDTH SHALL BE PERMITTED TO BE NOT CONSTRUCTION ERRORS.IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA,AT RESULTANT EXTRA THE DRAWINGS.MINIMUM NAILING REQ.NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE LESS THAN 1 OF THE SPAN LENGTH,THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER THAN THE TRIBUTARY AREA B/T COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS,SHALL BE FBC.INSTALL 100 NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS.BOLTS AND LAG FASTENERS. ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.1.ALL BOLTS AND LAG SCREWS SHALL BE 3, ALL WIND PRESSURE VALUES IN POUNDS PER SQ.FT(PSF)B ARE CONSIDERED NOMINAL VALUES(ASD). INSTALLED WITH STANDARD CUT WASHERS. 29)wC tNARTE STRUCTURAL DRAWINGS SMALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND • _ I•-3.0 1 ARCHITECTURAL.MECHANICAL.ELECTRICAL.PLUMBING,AND SITE DRAWINGS.CONSULT THESE ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307,GRADE r• A f___..-•• y--, A DRAWINGS FOR SLEEVES,DEPRESSIONS,AND OTHER DETAILS NOT SHOWN ON STRUCTURAL A.OR ASTM F1554.GRADE 38.ANCHOR ADHESIVES SHALL BE EITHER SET(EPDXY-TIE)OR AT - 0 -- ® L ® 1 DRAWINGS. (ARCYLIC-IE)BY SIMPSON STRONG•TIE AND INSTALLED ACCORDING TO THE MANUFACTURES - T INSTRUCTIONS.ALL DRILLED ANCHOR HOLES SHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUT Q) 7-' O CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING PRIOR TO INSTALLATION OF ANCHOR ADHESIVE. r,"\___• __./".A FOUNDATIONS.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN J FOUNDATIONS AND BURIED UTILITIES. ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE,MASONRY.WEATHER,OR EARTH SHALL BE fi CD), r 0 NJ• 0 I O Pro O "Ill.w PRESSURE TREATED LUMBER.ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. 77 CODE REQUIREMENTS' FASTENER REQUIREMENTS IN PRESSURE TREATED LUMBER AREAS FOLLOWS: .. -\N 4:STANDARD CARBON STEEL 0) • I 6 THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2023 PL0 IDA 4Ull.piNG Cop!BTR ' •L•171,2:1i-1-'ATIV HOT DIPPED GALVANIZED. -- •, f"- `.� AEDS 11.OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE.ASCET-'17,ACI 315/31030,FIDS 2022.APA. ••••;•-f •• '5 STEEL CONNECTORS S FASTENERS(NOT REO.FOR 0 IS15 y 18.L..ANSI.FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE AND OTHER SI L P' •E'CONCR.&VAPOR BARRIER NOT DIRECTLY EXPOSED TO EARTH OR WEATHER) A Ir RELATED CODES FOR ALL PHASES OF CONSTRUCTION. KIP ROOFS • I-t•.F Np10ELDPe ROGF� A MILLI REINFORCING STEEL'. TEMPORARY CONDITIONS' REINFORCING STEEL SHALL CONFORM TO ASTM A815 GRADE 60,FOR DEFORMED BAR AND ASTM A185 ABSREWA1196E THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS FOR SMOOTH WELDED WIRE FABRIC(WWF),UNLESS OTHERWISE NOTED.REINFORCING STEEL TO BE •HEST INOEx CONNECTED COMPONENTS.PROVIDE ADEQUATE BRACING,SHORING,AND OTHER TEMPORARY WELDED SHALL CONFORM TO ASTM A708.REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE B SAAB SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK.THE STRUCTURE SHOWN ON THE WITH 016 ANNEALED IRON WIRE. •.,, GENERAL NOIRE M SPECIFICAnoN• Dart. CRrFr•NO•i DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP 66.PROVIDE n. ELENATTON••LOOR PUNA RADE RUNS G CENTER Ili FOUNDATIONS: CHAIRS,SPACERS.BOLSTERS.AND ITEMS IN CONTACT WITH FORMS WITH HOT DIP-GALVANIZED LEGS OR PLASTIC LEGS.ACCURATELY POSITION,SUPPORT,AND SECURE REINFORCEMENT AGAINST A.2 FLA•CIND DETAILS CLE CEMAIO FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 PSF ON DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. s• FOurvoAnorv,r PAMNo PLANE•EXHALE GNU CONCRETE MUMMY UNIT COMPACTED FILL.NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE "WET-STICKING"OF REINFORCING IS PROHIBITED. STRUCTURAL ENGINEER PRIOR TO DESIGN.THE BEARING CAPACITY USED FOR DESIGN IS BASED ON E.1 FRAM DETNLE CL DEAR LOAD ALLOWABLE LOADS FROM THE 2023 FLORIDA BUILDING CODE FOR SANDY SOILS WITH NO CLAY. REQUIRED CONCRETE COVER FOR REINFORCING STEEL(UNLESS NOTED OTHERWISE)'. ORGANIC MATERIAL,OR OTHER DELETERIOUS MATERIALS THAT WOULD AFFECT DESIGN BEARING FOOTINGS V BOTTOM AND SIDES.2'TOP EON ENOKEROP RECORD PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS. SLABS 3/4• jYNBOI LEGEND [JIT. ExTENON COLUMNS 1-1/2•TO IES.2•TOP BEFORE CONSTRUCTION COMMENCES,SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE BEAMS 1-1,2•TO STIRRUPS m PTC ROMA MALMO DOLE Roar/1E00 , INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING WALLS 1-112- AR/C DIRECTOR LABORATORY,WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITEDerNLIetTKN NUMEER Fre MM.FLOOR ELEVATKN PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS.ABOVE REPORT SHALL BE SUBMITTED TO LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE PTE 500TN0 THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS. WITH ACI 318,LATEST EDITION,FOR CLASS•B•TENSION LAP SPLICES.DO NOT SPLICE CONTINUOUS TOP WALL SECTION AIL BARS IN BEAMS AT ENDS OF CLEAR SPANS.DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS INtiEt JOU,. PTA !LORE.NIODUCT ARMOR. CONCRETE CLEAR SPANS BETWEEN SUPPORTS.SHOW ALL SPLICES ON SHOP DRAWINGS.SPLICE LOCATIONS AND IVER ON CUT METHODS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. INTERIOR REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318-BUILDING CODE •11551•a ARM LE LENGTH REQUIREMENTS FOR REINFORCED CONCRETE'.CONCRETE STRENGTHS SHALL BE VERIFIED BY AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF(7)E5 BARS ALL FOUR SIDES AND DIAGONALLY SECTION E LOOLTED. STANDARD 28-DAY CYLINDER TESTS PER ASTM C39.AND SHALL BE AS FOLLOWS: EXTEND THESE BARS A LAP DISTANCE ORA MINIMUM OF 24'PAST THE OPENING OR HOOK BARB IF LL LAZE LOAD DISCONTINUOUS. 0 DETANMCTKN NLOMER I.M. 5000/4150 VMYNIUMERQEL t{Ng1YN YlL0.1 f S N CEMENT S`L�M1P 2 M d70®3 3'.-T SLABS,MONOLITHIC FOOTINGS,SPREAD FOOTINGS DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR 912E AND SPACING TO MATCH VERTICAL ELELCYON 1 OSCE DIRECTION MNL MAXIMUM 3.000 PSI 0.58 470 LBS 5'F/-1 TIEBEAMS,COLUMNS,WALLS,ELEVATED SLABS REINFORCING UNLESS OTHERWISE SHOWN. aHOT NE U000T MM MAIM CEMENT SHALL CONFORM TO ASTM 0150,TYPE 1.FLY ASH CONFORMING TO ASTM C8.8,TYPE F OR DESIGN CRITERIA: •EDTKNx LOCATE, TYPE C.MAY BE USED TO REPLACE UP TO 20%OF THE CEMENT CONTENT,PROVIDED THAT THE MIX OR VIP MEMO MAT EIMER OPTION PIgSmi SUMO RCM TM GIMPU0EBOM STRENGTH IS SUBSTANTIATED BY TEST DATA COARSE AGGREGATE SHALL CONFORM TO ASTM C33 DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2023 FLORIDA BUILDING CODE 0.5. CN C•NTM•PACND WITH A MAXIMUM SIZE OF 3'4•.FINE AGGREGATE SHALL BE CLEAN,DURABLE.NATURAL SAND 811 EDITION.IN ADDITION TO THE DEAD LOADS.THE FOLLOWING LOADS AND ALLOWABLES WERE USED CONFORMING TO ASTM C33. FOR DESIGN,WITH LIVE LOADS REDUCED(IF APP.)PER THE 2023 FBC. D•TAS/NCTEN NURSES OPT OPTION. A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM CAS/,USED IN STRICT ACCORDANCE WITH THE LIVE OAD p`q 7�Q[J ilk O•• ORIENTED STAW/ECARD ORA IATA MINI N MIXES.A HIGH-RANGE WATER-REDUCING ADMIXTUREONFORM COMANUFACTURER'S RECOMMENDATIONS,SHALL BE NFORMING ASTM C494.TYPE F OR ORATED IN CONCRETE a MAY BE USED IN ROOF. [Y r'Jr D 0 P$F 2 /2 0ECLJ4 OETNI Q. .osrwure0 PC5 ROUNDS PER wwaE FUT CONCRETE MIXES.PROVIDING THAT THE SLUMP DOES NOT EXCEED B•. FLOORS: 40 PSF OS PSF L/360•L/240 SECRON le Now. ECTI000IUA NOISE MN.) DECKS: 60 PSF 1 O PSF L/360-L/240 SLEEVES.OPENINGS.CONDUIT.AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL WALLS: PER CBC PER ASCE7-22 0210-BRITTLE PPT •0UNOE PER MIME RET DRAWINGS SMALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING.NO SLEEVE, BELOW TBLE.C3-I U180-FLEXIBLE GALL 0, Q PSI POUNDS PER ROANE PCN OPENING.OR INSERT MAY BE PLACED IN BEAMS,JOISTS,OR COLUMNS UNLESS APPROVED BY THE ENGINEER.CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE ULTIMATE WIND SPEED 130 MPH PER ASCE 7-22 •E STMMELME ETEEL THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS NOMINAL WIND SPEED: 101 MPH PER FBC R301.2.1.3 - 4 SM •PRUCEIMEAIR ON CENTER. EXPOSURE C PER ASCE 7-22 CUT/MATCH LINE PROVIDE 3/4•CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE.WHERE RISK CATEGORY TABLE 1.61 ASCE 7-22 _ 515 SOUTHERN veuow NNE(NP.2 LEN) INDICATED OR REQUIRED,SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR INTERNAL PRESSURE COEFF Al-0.18 ENCLOSED(PROTECTED OPENINGS) evJ &MAR WALL ARCHITECTURAL DRAWINGS.ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING TYPE OF CONSTRUCTION SB OPERATIONS. OCCUPANCY U ELEVATKNDATUM 4TIT TYPICAL COMPONENTS B CLADDING PRESSURES PER TABLE 6 CHARTS ON THIS PAGE, DNS. UNLESS OTNENWME NOTED WIND-BORNE DEBRIS REGION NO X 0 WONSLAB STEP WI ONCHES) %�� A Mn WI11101IT w.WM• WELDED WASE MOEN OR FARM \3A114,4C.,1/44 6,.., REVISIONS PROJECT* 23-1029 THIS ITEMHAS�E •I�ESI �sAB..� MARTIN ENGINEERING,LLC." DATE DESCRIPTION APPROVED NOTES DATE 2z4 ELECTRONICALLY EALED BYKEVNYNED G S TN,0E- !0359 N'I*17ET ■■ FL80369 ON 1 G A S /' - ■■ 450 STATE ROAD 13 N.,*106-387 DIGITAL SIGNA7U RINTEO ■■■ JACKSONVILLE,FL 32259 DRAWN: KCM COPIES OF THIS I11ENT4 TATE OF q,� ■■ 904.472-1459 • NEW DETACHED SHED ARE NOT CONSIDEIRI *NEO �t(/{�y _= 472 SAILFISH DRIVE DESIGNED: KCM SIGNATUREMLED UST BE� A`L O i�OP .. R CA.•32D27 ATLANTIC BEACH, FL 32233 ON ANY ELECTRONIC C09 7oiv a�E`'.3AO /SCALE: AS SHOWN KEVIN C.MARTIN.P EA 803f•4NI®I11`313 1023 MARTIN ENGINEERING LLC DRAWINGS,WRITTEN MATERIAL,ANO DESIGN CONCEPTS B.G.NOT BE USED OR REPRODUCED INWHOLE OR PART N ANT CORM OR FORMAT WITHIX:T PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERNG.LLC.DO NOT SCALE 4/PAWNOR USE GIVEN DIMENSIONS ONLY.IF MOT SHOWN.VERIFY CORRECT DIMENSIONS WITH TIE ENGINEER.CONTRACTOR SHALL CHECK AND VERIFY ALL O•IENSION5 AND CONDITIONS AT JOB SITE SHINGLE ROOF(MATCH EXIST. $ HIGH LDGE, DBL. UNDERLAYMENT REQ.)(11 212 , T. 12 — (UPPER) 2 diPLT. HT. \ _ ____=11::=L - T(LOWER) lx CORNER —NNN. _ _ ll BOARDS v- LAP SIDING a, LAP SIDIN 4 FIN. FLR. 0.-0". _. \ 1 Y \ r 1 FRONT ELEVATION LEFT ELEVATION RIGHT ELEVATION SCALE'.1/4'•1'-0' ROOF PITCH PER ELEVATIONS $CALE:1/4-•1'-0- AND ROOF PLAN SCALE.1/4'=1'-0- CONVENTIONALLY FRAMED ROOF SYSTEM.SEE ROOF FRAMING PLAN ROOFING OVER 30M FELT OR APPROVED UNDERLAYMENT ON .PRAY FOAM INSULATION 5_0" RATED SHEATHING PER (OPTIONAL) r 1 T-0" STRUCTURAL PLANS. ` III -I ROOFING MATERIALS AS PER * i i)' \ \ ������� —1 ELEVATIONS 8 ROOF PLAN -I` 9'-4 112-PLT HT LOW = ====_ MTL. IAIB EDGE /I' 'I' FASCIA BOARD. ''I PLT.CLG.w/DT GYPSUM/WOOD _ ____ I TED CEILING MIN.FASTEN PER FBC PLY WD.SOFFIT TABLE R702.3.5(OPTIONAL) En 4 r.UTILITY/STORAGE 1'-0" DEL 244 TOP PLATE FASTEN PER __ FRAMING PLAN SHED ASPHALT SHINGLES HEADER PER FRAMING PLAN 4 6069 _-Y - _ 4 = w/DBL.LAYER OF WINDOW OR DOOR UNIT AS �' UNDERLAYMENT) PER ELEVATIONS AND FLOOR o o 0 / I N PLAN.INSTALL PER FL. WINDOW/DOOR FLASHINGS PRODUCT APPROVALS PER TYPICAL DETAILS 1'24 GYPSUMANOOD MB., 4 // 2/12 ' / APPROVED WEATHER '' FASTEN PER FEC ABLE I I P702.3.5(OPTIONAL) '44I SIA 'I' BARRIER OVER L__ SHEATHING 24 WALL FRAMING,SEE FING PLAN. EXTERIOR FINISH PER SLABRON GRADE OVER 8-MIL / �' ELEVATIONS. VAPOR BARRIER INSTALL PER FBC -i/ 15'-0" A- \ L _ J 24 P.T.BTM.PLATE FASTEN TO PANEL a TO SLAB STRUCTURAL PLANS S PER 0'-0'FIN.FLR.A MONOLITHIC C' f'� CLEAN COMPACTED FILL OR larALL ELECTRICAL WIRING TO BE IN UNVENTED ENCLOSED RAFTER FOUNDATION PER \ IN-PLACES SOILS. ACCORDANCE WITH 2023 FLORIDA STRUCTURAL SHEETS ��� ' TERMITE TREATED SOIL OR FLOOR PLAN SPACE(SPRAY FOAM)SHALL BE .�■ ALTERNATIVE METHODS PER SCALE •1.1 - BUILDING CODE,8TH EDITION, ROOF PLAN IN ACCORDANCE w/SECION O .� - ��/ B RESIDENTIAL AND THE NATIONAL SCALE.v4•=1'-0• R806.5 OF THE 2023 FBC,8TH ED, 1 TYPICAL WALL SEC ISN ELECTRIC CODE(NEC). Y`„`,111",,,/',, REVISIONS PROJECTS 23-1020 MIS ITEMH4SSEE1CA4GV �'E"B�kET •. MARTIN ENGINEERING,LLCPLANS & ELEVATIONS DATE ELECTRDNICA LVSI�GNN[�LA D'� No. DATE DESCRIPTION APPROVED SEALED BY KEVIN C TIN•E 1'3-24 FL80359 ON 1/3124 1�jO�A 00359 ••• •■ 450 STATE ROAD 13 N.,#106.387 DIGITAL SIGNATURES��FI'��0 •••■ JACKSONVILLE,FL 32259 DRAWN. KCM COPIES OF THIS DOW PJ3T" * /AZ •• 904-472-1459 - NEW DETACHED SHED ARE NOT CONSIDER% ED A, Z� 472 SAILFISH DRIVE DESIGNED: KCM AND SEALEDAND'j STATE OF ••�l ATLANTIC BEACH,FL 32233SONNANY ELECTRONIC C A�ATURE MUST BE c•`..,?R I,,•.,•0,:' FL CAP 32027 SCALE: AS SHOWN KEVIN C.MARTIN,P.EB 8O�AF'/ONAL. ?” 2023 MARTIN ENGINEERING.LLC.DRAWINGS,WRITTEN MATERIAL.AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRRTEN CONSENT FROM MARTIN ENGINEERRIG,LLC.DO NOT SCALE DRAWINGS.USE GIVEN DIMENSIONS ONLY Y NOT SHOWN,VERIFY CORRECT DIMENSION.WON THE ENGINEER.CONTRACTOR SHALL CHECK MID VENTS GUVNANSIONS AND CONDITIONS AT LOB SITE. ZIP SYSTEM OR EQUIV. 4 t4 iti•,,,, II`;1, 1. , • .� Wm. �\p mb itIi 1011.1.10 ta44 TIP 11.0,010 0/0 I I ' Mal .'..�.. w.R MOM 8 ` �'"`" 0 '' s .� ......rz......„4.. O • 0 ::il 11 .. �I iz.�,b._ s.s0 imm:m „,...... ZIP SYSTEM®SHEATHING AT TYPICAL 0 lite! 0" `�•• _ :SmITV CA,*81lP1.&139Ybaa:.. r1Mn'1••,moo...w`.ou,w FLANGE DOOR O'2. u.-,\M:ar.RN., ..A .TAF. O O O ., limo WI". ■..: e: Nu 11111111 m o( uaN: u.... \, FrN. C,7. aZIP SYSTEMS AT TYPICAL FLANGED IA/.1 2 ... .ere GA in jsgy n- WINDOW WITH FLASHING TAPE SILL PANS Y Y I "'". ...R.,...^M —.NFr,N„.A 11 FFF„F ,gym.. ...,.,........,......,,.....,,.........,. ..........r...«.....,...........,....,.....�.,� Mqq F.. REVISIONS PROJECTS. 23-1029 THIS ITEM HAS BE WI l s'• ELECTRONICALLY SIO DAMD a eo 3s®I- C-J N. DATE DESCRIPTION APPROVED DATE SEALED BY KEVIN C.M PE' .'♦. MARTIN ENGINEERING,LLC, FLASH I N G DETAILS ruz4 FLI30369ON 1nrz4U■•i i * /' ■■ 450 STATE ROAD 13 N.,/106-387 ■■■ JACKSONVILLE,FL 32259 DRAWN DIGITAL SIGNATURE.■uyTED ■■ 904412.1459 NEW DETACHED SHED K`M ARENOg 60N81DER IAlisav�1ATE OF �y� 0 472 SAILFISH DRIVE SIGN U EEMUST EDV �^.v�¢sW�'',°-R:a ` FL C.Ad 72027 ATLANTIC BEACH, FL 32233 SCALE: • AS SHOWN ON ANY ELECTRONIC COPIE9'.,SION,,,,,1 ” KEVIN C.MARTIN,PEA 80359 1•.11 M X 11 1021 MARTIN ENGINEERING.LLC.DRAWINGS,WRITTEN MATERIAL.AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR'PAT IN ANY FORM CR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERS..GJ LC.DO NOT SCALE DRAWINGS.USE GIVEN DIMENSIONS ONLY.IF NOT SHOWN,VERIFY CORRECT DIMENSIONS WITH THE ENGINEER.CONRUCTOT SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOS SITE ETING 2r 1s-0" ,r FRAMING LEGEND �/BO NAILS AT 6"0.C. 2x FASCIA a RAFTERS TO PLT.wl EDGES S FIELD wl(3)80 42,5A CLIPS OR OR ___ NAILS. I— —1 I I EXTERIOR STRUCTURAL WALLS 9DWC15600 TIP. s r 11==u—— 1's"OSB OR}'PLYW, II II SHEATHING w/ad 4"S.O.G.w/W.W.W.OR =_ II II II NAILS AT 8'0.C. I FIBERMESH REINF.OVER 6 1.-0" ® NEW HEADERS FOR OPENINGS 241 No.1/2 SPF/SYP II ALONG EDGES 812" / (2)244 ND.29VP TOP AT 16"0.C.w1(3)8d II II O.C.IN FIELD(WITH MIL VAPOR BARRIER OVER / II R ROOF RAFTERS PLT.FASTENED w12 TOE NAILS AT EACH II II APPROVED p COMPACTED SOIL ROWS OF.131x3' PLT.(BALLOON II II WEATHER BARRIER) Tlx — — — CEILING JOISTS NAILS AT 12'O.C. FRAME END WALLS) II II II 244 No.1/2 SPF/SYP \ II f AT 16'O.C.w/(3)Btl I STAGG.MINIMUM 48' II i-1'-0" °p I COLLAR TIES LAP WITH(24).131x3' Do FLATWISE—�(�— II _ TOE NAILS AT EACH NAILS IN LAP.,TYP. BLOCKING —�0—1C__) PLT.(TALL WALL AT FASTEN WALL FRAMING AT CORNERS STUDS TO TOP PLATE wl (WHERE REO.) II II II 12'C.C.) ^I AND AT EA.SIDE OF OPENINGS w/(1) (1)SDWC18800 AT 32" II p II 244 No.2SYPP.T. *— * SIMPSON DTT2Z HOEDOWN PER ac.SEE DETAILS ON S-2 11 II II BOTTOM PLT.TO SLAB DETAIL 1/S-24WI 3/8'STUBBIE FOUNDATION PLAN ® No.OF PLIES SIZE OF HEADER FOR INSTALL SPECS. FIBERMESH REIN DOVER II I II ANCHOR&WASHER AT scALE •e'< -0" STUDS TO BIN,PLT.wl(1) a8"O.C.(SEE 215-2) 6 MIL VAPOR BARRIER II II II SDWC15450 AT 32"Q.C. II II 2)'2x SEE DETAILS ON S-2 FOR OVER COMPACTED SOIL II INSTALSPECS. _ — — r—— 11_4I__IL .' f FTG.' o MIN.12' A __ EXIST OfleDFNP ... r 4.7 QUANTITY //fir BELOW GRADE, • c QUANTITY 12"WIDE TURN J �r_...�t IL—, ` . .1 t r'il� — -. I OF KING STUDS OF JACK STUDS DOWN FTG.(2,5001-0 PSI MIN)w/(2)No.40 li: ":71;;;47"1,117E771 p BARS CONTIN 1 TYPICAL FRAMING SECTION Q •/ m O © LL % (2)2x6 ROOF RAFTERS 8 ® Z / SEE TYPICAL O Cl5N DETAILS O / 2:1 Z OUTLOOKERS AT 24' SHEATHING PER FASTEN ROOF RAFTERS ON S-2 FOR SDWCt5800/15450 IF HEADER SPAN EXCEEDS / O p.p.TYP FRAMING PLANS S TO TOP PLATE w'(1) TRUSS/STUD SCREWS 48'INSTALL SDWC15800 A / 0 2x FASCIA LEGENDS,TIP. SDWC15800 TRUSS INSTALLATIONS 24"O.C.FROM TOP PLT.TO Q -/ TO O.L.wl SCREW OR HIDA HEADER. m m (3) t—- 1 CLIPS.TVP. pp A A 8d'a,TYP. IH�1M TOP PLT.TO STUDS HEADER BEAM PER FRAMING PLAN. w/SDWC15600 32" "�I FASTEN TOGETHER WI 2)ROWS OF FASTEN ROOF OUT OOKERS O_0..SEE DETAILS ON �,I,IF ������/'�� 10tl NAILS®8'O.C.SEE FRAMING N� RAFTERS TO TOP TO RAFTER S-2 FOR INSTALL %% 1 �// �I PLAN FOR SIZES. © PLATE RISS Nl(3)80 SPECS �/% -I�III FRAMING PLAN 4 SDWc15600TRUSs BALLOON NAILS'TYP' �r%, SCREW OR H2.SA FRAMED GABLE FASTEN EA.RING r// FASTEN KING STUD 5-j CLIPS TYP END WALL STUD TO TOP PLT.B F. TO HEADER BEAM w ® BOT.PLT.w1 �� (3(80 FACE NAILS OUTLOOKER FRAMING BOWc15eo0 AT EACH PER PLY i r I OSTUD. �% OPENING (3)Bd �� TOENAILS TOJACKS1r- 1te"OSB OR?PLYW. ��/ VARIES ROOF RAFTER SPAN TABLE SHEATHING W/B4 ���/ -- RAFTER MAxIMUM 1250::::aPAN 1P-.INI NAIL$AT6'O.C. �� I KING6JACKSTUDSPERALONGEDGES&12" 0,RNCHEEI 2F. 2,e 2,05 },I} r/ © a 4-5 .A4 235 24 O.C.IN FIELD .0%� _ _ _ _ _ _ Q p9. G 'S'S 2o-S S1'e STUDS TO SILL PLT.AT i (— FASTEN KING&JACK STUDS 5-j . �5y,LA `x �� Ind 'e° '0.° FWD.W/)l)SDWC15450 �I% TOGETHER wI(2)ROWS OP.131 _ 'C I/r4 3'NAILS AT B-STAGGERED. ,O 9P CEILING JOIST SPAN TABLEAT 32"O.C. SAME STUD '�� TYp6 � JOIST Mar/MUM JOIST SPAN/11.10/ WI SDWC1S800 ABV.$EE jar1�e' ,� I. � ' I I 6005/ 2.x 101 2,e 2,10DETAILSON S-2 FOR / 1 (1)2naSILLSTUDw/(3)80�� ,I�-RAFTER SPAN- 1 +} "`o IB-e 2..T nIA INSTALLSPECS. %!j/I� 4 11111111111111 , TOE NAILS TO JACKS IP le lo-E ,e-n 2'-T 20P 3/8"STUBBIE iIIl-- I ROOF/OEILIN9 FRAMING NOTED: }x o-a a-+1 na 24+. ANCHORS AT 48" TVP.WALL FRAMING PER 1/S-1. .CEILING JOISTS MUST BE AT SAME O.C.SPACING AS ROOF RAFTERS AND O.C.INSTALL PER FASTEN TO PLATES w/(2).131 x 3" FASTENED AT HEEL PER THE TVP.CONVENTIONAL ROOF FRAMING DETAIL DETAIL 2/S-2 END NAILS OR(3).131 4 3" 2.CEILING JOIST SPANS ARE FOR UNINHABITABLE ATTIC SPACE WITH NO TOENAILS,TYP. STORAGE. DTT2Z ON EACH SID ROOF FRAMING PLAN SHEATHING 2.ABOVE SPAN TABLES ARE BASED ON VALUES FOR SOUTHER YELLOW PINE TYP. HEADER DETAIL OF OPENING.INSTALL No.1 ONLY.CONTACT ENGINEER FOR ALLOWABLE SPANS WITH OTHER PER TVP.ANCHOR FTG.PER FNBF1I pp��ppN SCALE.306'=1'-0' PER 1/S-3 SPECIES AND GRADES. NOTE:DETAIL IS TYPICAL FOR 1FL111T�ir r DETAILS,TYP. 1+ r WINDOW AND DOOR OPENINGS 35 t C. At rrr REVISIONS PROJECT*. 231029 THIS ITEM HAS I)Rf�'\GEN F4?Cs= MARTIN ENGINEERING,LLC. STRUCTURAL PLANS/DETAILS ELECTRONICALLY'�{CNEDAN •• No. DATE DESCRIPTION APPROVED SEAL ES BY KEVIN C FL80359 ON 1/3/41 MARYW, GA 3S9 ..*: ■■ 450 STATE ROAD 13 N.,0106-387 _ DATE'. 1224 ■■■ JACKSONVILLE,FL 32259 DRAWN: — DIGITAL SIGNAT D0N,ENT /` ■■■ 9044721459 NEW DETACHED SHED KCM ARE NOT OFTHISSOl1MENT 472 SAILFISH DRIVE DESIGNED: NOT CONSIDE7{®SIGNEVAT OF AND SEALED A 6 EI �E KCM SIGNATURE MUSTS EqL 0 I O.vs,f\� A ATLANTIC BEACH, FL 32233 ON ANY ELECTRONIC +di•& ••' iA`;,x`x FL CA,32022 �SCALE: AS SHOWN ��tt.•,,/QN LEL�L KEVIN C.MARTIN,P.E*WUFr t ` 2025 MARTIN ENGINEERING ICC.DRAWINGS.WRITTEN MATERIAL.AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE DR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT IRON MARTIN ENGINEERING,LLC.DO NOT SCALE DRAWINGS.USE GIVEN DIMENSIONS ONLY.IF NOT SHOWN. RICY CORRECT DIMENSIONS WITH THE ENGINEER,CONTRACTOR SHALL CHECK AND VER1N LIIIMENSIONS AID CONDITIONS AT JOB SITE. SIMPSON SDWC15600&SDWC15450 SCREWS CODES:SDWC15600:FL 13975.2 DBL.TOP PLATE. I(. - 4\44‘, FASTEN T/G PER �lDETAILS,TYP. SILL PLATE _� %"E i �O CORNER 2x FRAMING I / IS (2)ROWS OF 10d NAILS AT 8"O.C.INTO TRIPLEMO SDWC15600 EJ► GROUP MMR f liiiiSDWC15600 1\ USE 10d NAILS AT MFAIM •'�'� 1 - Rafter to Top Plate shown ��/(/ 8"O.C.FOR STUD Note.Reference detail 2a for installation angle Nmt Truss to Top Plate similar CORNER T GROUP STUD SILL PLATE SIMPSON SPH4 STUD TIES MAY BFB GROUP PLAN LAP TOP&BTM.STUDS Optimal 2 ' USED IN LIEU OF SOWC15600/15450 ISTUDS TOGETHERN TOP PLATES AT ALL SCREWS FOR WALL STUDS TO TOP& NOTE:AROW OF NAILS to°0' BOTTOM PLATE CONNECTIONS ONLY. CORNERS FASTEN w/FASTEN INSTALL PERSIMPSONEACH STDU D(1)FACDDITONALE OIR 2X6&2X8 FRAMINGAT SPECIFICATIONS S (5)16d NAILS Optimal 227/' 3,1a ��• SDWC15600 " O CORNER FRAMING DETAIL 10°O' 1�`�/i Y2"5/e• M� 1 1 ��Jt Note. 1 Sloped-roof rafiersrnayba �, MIN.3"x3"X0,25"SQUARE illq sloped unto and including "! WASHER&NUT ., MIN.2-PLYSTUDGROUPOR SDWC15600 `4`l� a 12.12 pitch and must be i'! = SOLE 3"x3.5"MEMBER SIZE e:'1\ "bindsmouth"cut. 2.Reference detae 4 for V. 1141.1111)1118.- installation PLATE FILL ALL HOLES w/}"x 2.25" instructions. —_et:1r SIMSPON SDS SCREWS, " _,..-t— = � I .� MINIMUM 1/2"x7" THREADED ROD w/NUT Optimal 22° LD= c lk �I OR HD TITEN ANCHOR Optimal 22° 3'SLA• 41�- 10° 0° 0:0• e FASTEN ANCHOR TO FTG. 30° Saw 1,,,M SLIM= 11•1111111111 ROD:DRILL& c • _ _ PER TYP.ANCHOR Optimal EPDXY 3/8"THREADED ROD T DETAIL BELOW �,� � 22° w/MIN.7"EMBEDMENT INTO TYPICAL ANCHOR i FOUNDATION. STUBBLE i D• OR ( ;° _ 2x PT SOLE 3-514' ' 2-1/2•:v4• TITEN HD:3/8"TITEN HD • 30° 30° ° -�-°, P..O.,`.• PLATE,TYP ,o° _� ANCHOR 8"LG. '°. DTT2Z HOEDOWN 1111111110. _ 0 TYPICAL ANCHOR DETAILS Stud-to-Stop Plate Stud-to-Bottom Plata 20° Connection Connection Over Wood Ploor Stud-to-Bottom Plate Connection Over Concreate/Masonry Foundation ,,\`)p CI I MEI,FI I,}`,„N C M,9t REVISIONS PROJECTS 23-1028 THIS ITEM R EL'�� S.• ''' F..t✓- RE MARTIN ENGINEERING,LLC.N°. DATE DESCRIPTION APPROVED STRUCTURAL DETAILS OATS ELECTRONICALLNEOALPL 88358 /SI FEET ■\ 450 STATE ROAD 17 N.,M101S-SB7 1M2r34 J SEALED 59 KEVI TUA'F@ t ■■■ TATE ROAD FL,#106 DRAWN' F DIGITAL SON 1P,@ 15 A = DIGITAL fiIGNAT RRINIryETO •. 904-4721459 NEW DETACHED SHEDK°M ARE NOTCONSID ES OF THI blcNBdAT8 OP 8 SIGNATURE MUSTS I2,O R>.O'V��P 472 SAILFISH DRIVE DESIGNED KCM FL C.A«32D27 ATLANTIC BEACH,FL 32233 SCALE. AS SHOWN ON ANY ELECTRONIC t(�QNAl.Et4SAd KEVIN C.MARTIN,P.EN BC]991,,,,,1 2023 MARTIN ENGINEERING.LLC.DRAWINGS,WRITTEN MATERIAL.AND DESIGN CONCEPTS SHALL NOT OE USED OR REPRODUCED IN WHOLE OR PART N ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MATIN ENDINEERIMG.LLC.DO NOT SCALE DRAWINGS USE GIVEN DIMENSIONS ONLY IF NOT SHOWN.VERIFY CORRECT DIMENSIONS WITH THE ENGWEER.CONTRACTOR SMALL CHECK AND VERIFY ALL DNAENSKONS AND CONDITIONS AT JOB SDE