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325 ROYAL PALMS DR ACC22-0002 revision 1-24-22 Revision Request/Correction to Comments **ALL INFORMATION �s '`� HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED. i 800 Seminole Rd, Atlantic Beach, FL 32233 R(. 10 `i''`' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ZZ -000z Revision to Issued Permit OR ❑ Corrections to Comments Date: l 17 ( (z/ Project Address: 32-5 u (31 -Ct- Contractor/Contact Name: V 'l IJ(A. `,'-L ``pp�ccS� 11 t� —t Q i -i cif),(y Contact Phone:�`C,ZS��'L� Email: ��Z w v Description of Proposed Revision/Corrections: C � vC S — O� ' w 12r ( 2 l I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wi roposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • Wi proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value:$ ) (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 MAP SHOWING BOUNDARY SURVEY OF LOT 11 BLOCK 14 ACCORDING TO THE PLAT OF ROYAL ''`ASS UNIT TWO A AS RECORDED IN PLAT BOOK 31 . PAGE(S) 1 ,1 A.1 8,1C AND 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. CERTIFIED TO: CYNThIA GILBERT, GIBRAT.TAR TITLE SERVICES, AND OLD REPUBLIC NATIONAL TITLE. INSURANCE COMPANY. xG i I ; LOT 12 LOT '3 j i- BLOCK 14 I BLOCK 14 r. ' 1/2- S 85'57'27" 1 109.16' (R) 1 t S 65-4D76`F {0936" (U) 1/2- i.3'� i" Q 4 \ �• 0.4' il ,n� Y a1• t} a O �10" E�SE31ENT 0.1.W-4.,..?: 0 t• Y lc-1---r_ Y Y Y = *-. ° 4� t.4t� DRAINAGE UTBITtES—� 1.1.8• 0.2"`t V '" 11 O \ • r LOT 10 0 ', ^' CONC: BLOCK 14 m m t-,'..‘ yi G Q 05 ' 4B. I 133 O 7A f. am � O a ai � - 4.; a 751:411 a ' w&OCRa RALE aak • /ALUARAUL 9LVG . �1o rella RESIDENCE r. ' - 'c I CGrvC' No 325 J C • OR/If ,WALK (VI Ud CO VD �o• A/t �. ; p LAS cave • ` ,r ,e 2".t �� O :: ''.1 Nnk i 52)'\. - , ' •t C4k3 !c . � D _"'` GUTTER • LOT 11 N 4. , C BLOCK 14 I WALK 0.3' L _ _ _ N 85'97'27" A 90.00' (R) VECUNA ROAD CROSS REFERENCE Jos NO 33262 (60" R/W) FLOM DM -MAC�@ 1D A DLIV We R7i MFf1IML OIA ROW RAM /R.0 YCIC'X(Y111�Y'+ArAt Cf MAMMA*WINCE ADAREAS ORE IA AMU& COMM WWI AOAK WIND A Ma wee man an 01H OAJiFMRE MAI LEIS AWN t DAME RIE: Ale PALM 1HOR'1M IIr Men moo lA WAWAOUNCERAM IX V E Y p4.S t. BEARNCS ARE BASED OM T r7pQIIS ]L r,a LC 2.STRJCTURE NO.......M._SO* MERE& UES %Mw ROOD ?Of Y At c' BEST OET11-1/A.R6I ED EROii Fmoo YAPS PAPEL NO_ `DATED 041»11980 A SSOCIATED SURVEYORS INC. 3 THIS IS A SURFACE SURVEY ONLY THE EX D T 0f UN3FRL4KAD FDOTl wCS. LAND & ENGINEERING SURVEYS PIPES AND U1U11Es, T ANY, NOT D(1t D. :•� ; �;:: 4.JURISDICTIONAL AND EN�'1RONUE ITALL`� S£NSITIA AREAS •f ANY, `IO' r :,/,�. ,v/ 3846 BI ANO$G BOt1LEVARD I OCATED BY THS •••,:;-::•:./--.:% JACKSONVILLE, CLORIOA 3221 D S-THIS SUR' Y BASED CN LFCAL OESCRIP TIONS FUTINIS++ED. THF Pt.&:IC r/� '+ 904-771-6468 RECORDS *OM NOT SEARCHED BY 1145 SURVEYOR FOR EASEW NTS, TITLE. I p t R'1TFTCATE OF AUTHORIZATION NO. LB 0005488 T1 COULD BE OTHER RATTERS s RRECOfaI7 ETEAKINGS CR C �1 'S''C V i E TOP LINE ENGINEERING, LLC ►C STRUCTURAL ENGINEERS January 25, 2021 Mr.Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Coastal Potable Buildings Plan# Gable Roof Urban-20 Dear Mr. Campbell, Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 7th Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61G20-3.006 (FAC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact me. Thank you.iillia ectfully, �'G' 4 // . .m E. Neary, It Business Partner Top Line Engineering, LLC BILL.TLE@vahoo.com ""Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the title block of the plans. 10649 Oakview Pointe Terrace•Gotha • Florida 34734•Phone 407-421-4037• Projects.TLE@yahoo.com FL Certificate of Authorization 31785 CODE INFORMATION $ BUILDING CODE 2020 FBC, 7TH EDITION ELECTRICAL CODE 2017 NEC (NFPA 70) 8 BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED ■s MANUFACTURER COASTAL PORTABLE BUILDINGS, INC. 'jr AGENCY TOP LINE ENGINEERING LLCt AGENCY PLAN NUMBER GABLE-ROOF URBAN 2021 itl ,p, l'er'llh CONSTRUCTION TYPE V-B FIRE PROTECTION 0 FIRE SUPPRESSION SYSTEM NO '-- OCCUPANCY UTILITY COASTAL PORTABLE BUILDINGS `�"e• ° NUMBER O BER OF OCCUPANTS 0 ALLOWABLE # OF STORIES 1 tl 11 f° II i•Ya W WIND VELOCITY 170 ULTIMATE MPH EXPOSURE B a Jr}al}a FIRE RATING OF EXTERIOR WALLS 0 HOUR FLOOR IES LOAD 125 PSF GABLE TYPE ROOF FLOOR DEAD LOAD 10 PSF ROOF LIVE LOAD 20 PSF V ROOF DEAD LOAD 10 PSF C 'R" RATING OF FLOOR, WALL, AND ROOF N/A STRIICTURI NOTES MODULES PER BUILDING ONE QFNFRAI' W .1.! SQUARE FOOTAGE 480 SO. FT. MAX. I. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL APPROVED FOR HURRICANE PROTECTION SERVICE NO JURISDICTION a 181 2. THIS BUILDING/5 EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. RRa APPROVED FOR HURRICANE PUBLIC SHELTER NO 3 REFER TO nE-DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE a HVHZ APPROVED NO 4. ALL STUDS.RAFTERS, TRUSSES ETC.ARE 2 X 4/2 SPRUCE-PINE FIR OR SPE (U 119 1 S. STRUCTURES OVER 400 SO.FT WILL HAVE AN 80'MINIMUM DOOR g 000 GENERAL NOTES: 5. GUTTERS TO BE INSTALLED ON-SITE BY OTHERS THRU LOCAL CODES. Q Oil 7 ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE b h1 1. Foundation plans are not part of this plan set and ore governed by local jurisdiction. 8. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION.SHEDS THAT HAVE FLOOR AREA OF III 2. Buildings ore approved for residential lawn storage only. 720 SOLARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WIND-BORN N 9 J. This building is exempt from the FECC per sections R101.4.2.4, R402.1. DEBRIS IMPACT STANDARD of THE FBC. L6. 4, Refer to tie down details for proper installation requirements to meet code. 5. All lumber for conlruction will be #2 SYP except os noted. 12222: 477 6. Gutters shot be site installed per the local authority having jurisdiction Dnd permitting requirements. A.FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER' co 7. All windows and doors to meet minimum specifications per the approved plans and the Floriida Building I.2X RAFTERS/BEAMS/JOISTS./2 SPF OR AS DETERMINED BY THE ENGINEER. Code. 2 I-JOIST AND ENGINEERED BEAMS PROVIDED BY MANUFACTURER J.PLATES,/2 SPF Q 8. In accordance with FBC 1609.1.2, "Storage sheds that ore not designed for human habitation that have a 4.STUDS./2 SPF TYPICAL UNLESS OTHERWISE NOTED floor area of 720 square feet or less ore not required required to comply with the mandatory windborne 5 WOOD MOISTURE LESS THAN 19X B.ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED debris impact standard of this code". C. WHERE NOT OTHERWISE NOTED ALL NAILING OR SCREWING SHALL BE AS 9. In accordance With FBC 1010.1.1, exception (10.) Buildings that are 400 sq.-ft. or less and that ore INDICATED IN THE CURRENT FLORIDA BUILDING CODE.ASCE-7.ALL SHEATHING MUST BE NAILED intended for use in conjunction with one-and two-familyresidences ore not to the door height OR SCREWEDONN ANDTOBE SHALL NOT BEIUSED IN PLACE OF NAILING. / subjectg D. METAL CONNECTORS ADHESIVES PROVIDED BY BSED PCONNECTORS V and width requirements of this code. Structures 400 sq-ft or more shall have an 50"minimum door. W/EOUIVALENT OR HIGHER ALLOWABLE LOADS MAY BE USED IN LIEU OF SPECIFIED 10. In accordance with Florida Statute 553.80 (1)0. lOWn storage buildings and storage sheds bearing the EXTERIORCOMPONENTS.WALLSLSALL AS PER SHEATHED MRS RECOMMENDATIONS.EXTRIO LP .Z., (� 9 9 9 9 E ALL NTS, INTO BE THEA ANU WITHER RECO EXTERIOR S. SMART SIDE insignia of approveol of the department ore not subject to 553.842 (Forido Product approvals) but shall STRUCTURAL SIDING.FASTEN WITH MIN.ed RING NAILS 03-4'O.C.ALONG PANEL INSET meet the design wind load requirements of 2020 FBC 7th edition. EDGES.THEN e"O.0 ON THE LAP JOINT EXTERIOR EDGES AS PER MANUFACTURERS C6 11. Flat metal straps con be bent around structural members of wall studs, trusses, chords, etc., to help INSTRUCTIONS.C 8-8"O.C. (MASINTERISE SPACING FOR ALL ALLEXTBEER SHEAR WALL SIDING. V, P F ENGINEERED COMPONENTS(TRUSSES,I-JOIST,S AN SHALL INSTALLED AND q¢ secure these members, provided that the added bend does not interfere with any of the existing FASTENED PER MANUFACTURERS SPECIFICATIONS AND DIRECTIONS. N 6 breaks/bends in the strop. W l 12. As per FBC section 1626.1 exception (f): storage sheds that are not designed for human habitation and IF, Waytora He cn that have a floor area of less than 720 square feet or less are required to comply with the mandotory _ � y a G5 °F wind-borne debris impact standards of this code. 16 p0 rid 13. Components/cladding are in compliance with the 2020 FBC 7th Edition. D m 14, Sheds located in flood hazard areas must comply with the local flood zone regulations. 15. If o wall is framed for future HVAC units that shall be appproved by the AHJ and shall comply with local jr0rlando O 000 requirements for permitting. O.16. Windows and doors installed bythe customer that shall be approved by the AHJ and shall comply with local requirements for permitting. Ta a oLa17. HVHZ components for sheds require that installation per manufacturer's instructions. Clearwalero oCodasearch I NOT APPROVED FOR HVHZ SI Petersburg F' dpCod. , "u.eOAO<amm - -J UOccupancy: A wx OSCLP.ney awl• U A,oa oiuee.nau, J • - 3)PNUARr 2021 Wind Loads: ASCE 7- 16 st Pal Neuss mnaw.L Rlak Category&Importance Faeton: • each sot w,w<�n.- Ultimate Wind Speed 170 mph FoIccT . , :( t MAR CMpay l respell,:eat N9,.ea.t.,,i O.,0P,e,e .W n.,«010 NM Nominal Wind Speed 131.7 mphWind act a•• 1.W 12..0.60 NOTE 08155 Will Sn teanma wind pw..WM Risk Category I AS SHOWN drew Wax• 0.NO Exposure Category • B Exposure8 ft 'Tt,{mSN,CEi1rteiaaLLc pw.k.R.ACE Wm.actor• 1.00 Enclosure Clasad. Enclosed Building Endorsed Bulltllnq , ® William E.Peary,III ow 00 Internal pressure +/-0.18 -------' SMP.Sl,SMI 79,ICC 5185045 7yp.OtCOnatruelbn: IASCLoad M 10649NaviewPointe Terrace r5A.R.ACE Directionality 1ty(Kd) 0.85 ASCE? C0WOlnl �' FIn RWae. Kh crs • 0.701 Kh sea 2 0,875 Gotha,TI m.34114 Ary, Ree• 0.0E TLE / FbM• 0.0 hr ay. g� acts Ev: s1t V`•w.c w 1 or L Building Geometry: Tjpadrod G.M. Gable �� Nahnn;i ark f_ • CAO Pa LOCATION: tmMMea RI 6.00/12 22.8 deg VI I ewaae WWW 10.05 •••Please note:Any questions regarding local permBting should be directed to the Manufacturer. ^ -,^ rt w., �`aplBIL lad Ler wean • uo E O RISK CATEGORY[ •u.,a p"0"o Maui Rootlet Ire . 16os The Manufacturer's contact information can be found in the title block of the plans. 1NSI'/ S - 1 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20•••NOT HVHZ APPROVED •e•0.1.rDOES ANO rY D.C.NATIONAL 40 TR./1 METAL ROOFING 018R AI ALM SPLICE OR MAL 13 LA FELT UNOERLAVMENT OVER PLATES AT EACH TRUSS& 6•DAMSON SOWC /IB•050$1EA06NG OVER CEILING JOIST SPLICE-80N SIDES •EACH TRUSS ]vA/a SPE BARN LOT-I'A'Sr5 244/2 TRUSS FRAMING 024"O.C. USING A PRESS NCE 171•D.C.-SEE BOXED NOTE W/MATCHING CEILING JOISTS IN FRIEZE DBL.1511,/ soma PLA ES . SIDING l•OR i'STRUCTURALFLOOR TOO PANELS f'/' 1I4 L 1 LI aI PERPENDICULAR M FLOOR JOISTS- BLOCK 11111111 _I ,III` ATT.'CODS-N.&12'NTI L ALTERNATIVE TRUSS FASTEN (1)SIMPSON NISI I I/LP SMART SIDE STRUCTURAL SIDING n FrroM 7,,1%;°,::.:57.""Z Ov ars. rD 4'of mu Jasr4= x1.. 1° NAIL e•D.c.w JOWTS STAGGERED B•_e• a] i 4 W AND 17•D.C.wrERNu i i • i1�:i1'le I►MI 2 x e P.T.RW JOIST Li I. ALL IN SPF WALL S1DOS III, mom C 01B•OC.-DBL•1 CORNERS AND AT LP SPLICES E. ', :- --- SEE ALTERNATIVE TRUSS FASTEN W 6 F. ]X e v.7..nSDIR JDISTS4 Sao SOLE PLATES .______IIIIP L,L jii Ai 16.O.C. ,1 ,1 TAPER SKIDS BOTH ENDS y FRONT ELEVATION 0 SIDE WALL ELEVATION Q)F ! SCALE:3/1•`1'-0• SCALE:3/1' 1'-0• Qg 2a6 nR 1"NOTCHED RML DOORIWINDOW SCHEDULE(ANY WALL) Illi 'IDISr-(YP _[ •JOIST-ETP •i7 1.6 OR MIL w---A N d� 7.6 SKIDS UI�F AT EACH RAIL NAIL&LAG SIZE TYPE STYLE SOURCE 6L I A FLIT COMMA.246 AS SHOWN I OR i•raG C g Rrnr(e B"D 4•LAG IDE LAG 4..B• SKID TO FLOOR JOIST DETAIL 2' - 3' DOOR DOUBLE BARN STYLE COASTAL PORTABLEIsZ scRrws OH I B DING NAILS LAG•EAcw RNL 4' DOOR SINGLE BARN STYLE COASTAL PORTABLE SCALE:1-1/2•-1'-0• N !T 3' DOOR PRE-HUNG JELDWEN FL14569.4-R11/STEVE'S & 7 mar 6' DOOR PRE-HUNG FRENCH STYLE SONS FL17901-R3 Q 6' - 10' DOOR ROLL-UP JANUS INTERNATIONAL GROUP PI 4.6 OR DEL 246 FL21450-R5/R6 SKID RAILS 24"x36" DR WINDOW SINGLE PANE JELDWEN 0 FRONT/BACK STIFFENER BOARD 36"s36" WINDOW DOUBLE PANE FL14569.4-R11/APPLE V1 scALE:1••1'-6' 10"x23", 29", 36", TRANSOM 72" WINDOW SINGLE PANE FASTENERS FL21990 Z SKID LAYOUT AND FLOOR FRAMING SCHEDULE SKID LAYOUT AND FLOOR FRAMING SCHEDULE 9 i 126 PSF LIVE+10 DEAD LOAD(2 SKIDS) 125 PSF LIVE+10 DEAD LOAD(4 SKIDS) i WIDTH JOIST SIZE & SPACING A B WIDTH JOIST SIZE & SPACING A B l S'-0' 2 X 6 ® 16" O.C. MAX. 18" 60" 12'-0' 2 X 6 0 16" O.C. MAX. 33" 60" Z..i I 10'-0" 2 X 6 0 16" O.C. MAX. 30" BD" 14'-O" 2 X 6 0 16" O.C. MAX. 45" 60" 8.4 de 5 A 16'-0" 2 X 6 0 16" O.C. MAX. 57" 60" r a0 Wi r• silk um�I��I�I�imI��I�mil 0.A f l A F IE -- - 1101111111;11A �' .16 MINI� SEE SCHEDULE FOR JOIST SIZES � SEF SCHEDULE FOR JOIST SIZESMITE B IITDSI 11, 3 JANUARY 2021 • WIDTH yty mEE [ rNt SFE ODOR SCHEDULE "TLC AS SHOWN _-_ __ 'Tr'''MA�iiLiiu�uC aLLc aAR�R.ACE %Wham E.Neary.III 01ae DD A A SMP-51,SMI-79,ICC 5185040 ' IOG90akMaw Pante terrace ---, R.ACE V Gotha,FbrlUa 34734 LE I ) ) :: I e'ID 24'LONG T-4" _I...sit..ti—!II =NE iiiiiiiiiiii I ) ,'agYWNa 4. Y T'BFI'L I �_�_* rI-1. 1 6• "'°' G6 IRF=ATM ` jI 17'TO 40'LONG y R y111.2e.� ‘41,401,- .Y. F WW4 BeAl FLOOR RAN VIEW FLOOR JOIST AND SKID LAYOUT FLOOR JOIST AND SKID LAYOUT ! SCALE.3/1"-1'-0" SCALE:3/A"-1'-0• SCALE:1/2•A t'-0• $F71 6 S - 2 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20 W"NOT HVHZ APPROVED FASTENER SCHEDULE(r) (FBC TABLE 2304.10.1) 1.JOIST TO SILL OR GIRDER UNCOMMON(21?.0.1371 TOENAIL 33 14 GAGE STAPLES 2.BWD(IA TO JOIST 2410 COMMON(21?.0.1311 TOENAIL EACH ENA 2340277 NAILS 2314 GAGE STAPLES 11.46 SlBFLOOR CR LESS TO EACH JOIST 2410 COMMON 01?xcum FAOE NAL 4.WRIER THAN 1'.8.SLIWFLOOR TOEMJI JOIST 3A2 COMMON(21?40.1317 FACE IML 6.7 SUNLOOR TO JOIST OR GIRDER 2-102 COSMOS(3.6'a 0.167) BUND AND FACE NAL 6.SOLE PLATE TO JOIST OR BLOCKING led COIMOIl(3S 40.167) SOLE PLATE TO JOIST AT BLOCKING AT BILKED 3'40.131 NAILS AT CO.C. TYPICAL FACE NAIL WALL PANED. 7 14 GAGE STAPLES AT 17 O.C. 3.160 COMMON(3 1?x 0.1351AT IF O.C. 43'4 04131 BRACE WALL PNB NARIS AT 16 PIO 4314 GAGE STAPLES AT 1r O.C. 7.TOP PLATE TO STUD 2-16d COWAN(16.40.1621 37 40.131•NAILS 3-714 GAGE STPLES _ 8.S UO TO SOLE PLATE 4-ad COMAN(21?4 0.13,) TOENAIL 4340.13,NAILS 3314 GAGE STAPLES 2-16d COMMON(3.7 4 0.167) EFA NAIL 3740.131•NAILS 3314 GAGE STILES 0.DOUBLE STOOS 160 COMMON(3.6 x 0.162)AT 24.O.C. FACE NAIL 7 a 0.131'NAILS 7 14 GAGE STALES to.DOABLE TOP PLATES led COMMON(18 a 0.1621 AT IB O.C. TYPICAL FACE NAIL 740.,31'NAILS AT 7 O.C. 7 14 GAGE SIRES AT C O.G. DOUBLE TOP PLATES 8-102 COMMON(31/7 4 0.167) LAP SPLICE 12.7•0.13V NAILS 12-7 14 GAGE STAPLES LJ 11.BLOCKING BETWEEN JOIST OR RFF 1ERS TO TOP PLATE 3-13dCOM.ION(21?40.131) IpJ 37 4 0.131.NAILS 3314 GAGE STAPLES 12 RM JOIST TO TOP PLATE 80(2 1?a 0.1311 AT C O.C. V 740.131 NAILS AT C O.C. TOENAIL 714 GAGE STAPLES AT 7 O.C. 11 TLP RATES.LAPS AND INTERSECTIONS 2-102 COMMON(36 4 0.1021 AT IC O.C. -1 37x 0.131'NALS AT 8O.C. TOENAIL 37 14 GAGE STELES ATC O.C. 1314.CONTBAJO1/5 HEADER,TWO PIECES IN COMMON(3.6 x 0.167)AT X O.C. 18 O.C.ALONG EDGE-__- /- 16.CEILING JOISTS TO PLATE 3ddCOMAON(21?x 0.1317 Z 57 x0.13,NAILS m 3714 GAGE STAPLES TR 16.CONT14O IR 4 HEADER TO STUD (21?4 0.1311 TOENAIL Z 17.CEILING JOISTS,LAPS OVER PARTITIONS 4-841COMAON(21?x 0.131 (SEE TABLE 21118.10.4.1) 4-7 14 113 V NAILS STAPLES FACENAL Z I6.CEILING JOIST TO PARALLEL RAFTERS 3-16d COM O N(31?4 0.167)~AUK TAKE 2306.10.4.1 m (SEE TABLE 23116.10.4.1) 4340.131.NAILS FACENAIL FR 43 14 GAGE STAPLES A11 RAFTER TO PLATE 3N COMMION(21?4 0.1311 --- Z 33 x 0.131•NAILS TOENAIL O 3314 GAGE STAPLES > 20.1.DIAGONAL BRACE TO EACH SRA AND PLATE 2dd COMMON(21?40.1311 23 40131•NAILS FACE NAIL 314 GAGE STAPLES A 321.,47 SHEATHING TO EACH BEMNG 380 COMMON(21?.0.1311 FACE NAIL O 22.WRIER THAN I.68SHEAIHIA-TO EACHEARNG 38d CCMMON(21?40.131) FACE NAIL 23.111116UP CORNER STIRS lid COMMON(31/7 x 0.167) 24.O.C. D7x0.136 NAILS 18 OG. I- 714 R GAGE STAPLES 1803:. ____ M.BULT4P GELDER AND BEAMS 20d COSMIDS(4 40.1021 AT 17 D.C. -0 7 x 0.136 NAILS AT 24.0.C. FACE L AT TOP AND BOTTOLA 714 GAGE STAPLES AT 27 O.C. STAGGERED 061 OPPOSITE SIDES Z 2-20d COIMION(r x 0.1621 AT 37 O.C. 33 40.136 NAILS AT 24.O.C. FACE NAILAT BAS Ni)AT EACH SPLICE Yb 3314 GAGE STAPLES AT 24'O.C. O 25.7 PLANKS led COSNON(31?40.167) AT EACH BEARING O 26.COLLAR TE TO WAFTER 3.102 COMMON(7 40.147)) Q 4-7 40.131•NAILS FACE NAL cT 4-714 GAGE STAPLES P.JAa RAFTER TO IIP 3-102 COMMON(7 4 0.1461 .Z7 4-740.136 NAILS o 4-714 GAGE STAPLES O 2-16d WINOS(31?.0.1621 C 3-7 40.131'NAILS C33 14 GAGE STAPLES 26.ROOF RAFTER TO 2-BY RIDGE BEAM 2-102 COMMON(3 1?a 0.167) 37 x 0.131•NAILS TOENAIL 7 3314 GAGE STAPLES 8 2-160 COMMON(31?a 0.107) vv 33 a 0.13,NAILS FACE NAIL 3314 GAGE STAPLES A 21 JOIST TO BAND JOIST ale COMMION(31?40.187) Z 4-74 0.131'NAILS FACE NAIL 414 GAGE STAPLES O S 30.LEDGER STRIP 3-led COSMOS(31?4 0.1621 = 43 40136 NAILS FAKE NAIL AT EACH JOINT 4314 GAGE STAPLES S 31.WOOD STRUCTURAL PANELS AND PARTBffi1M0 .) 1?Ni)LESS M(6J4) N SUBFLOOR.ROOF AND WALL SHEATHING(TO FRMIIG) 2 37 x 0.117 NNW) D1 3N'16 GAGE(o) 'O SINGLE FLOOR ICOM ENATION SLBROON-UNIEN.AYMEAIT 1037 TO Nr AIS OR Ewe) C O.C.EDGES Aro N7EIM®111TE r OA:. A TOFRAYNG) 23/640.117 NATIO&I AT COMPONENT AND CLADDING EDGE 0r 16 GAGEZONE (REFER SERA FEMME 30.51 NC TO 1• Bwc) OF ASCE-7) m11/7TO1lir 102(d)OR8d(d) CIT W AID LESS Odc) 71Cro6 1 twrro1 MAI• 110d(d)OR INN) 32 PNB MING(TO FRANIIG)p) 1¢AND LESS 60) 5/7 INTO 31 FBEiOAIA SHEATHING 6146 WNW LESS NO.11 GAGE ROOF7M91646f10 8d COMMON NAIL(2'4 01131 MD.16 GAGE STAPLES) 25/.17 NO.11 GAGE ROOFING MAIN 6d COMMON NAIL(21?a 6.1317 NO.16 GAGE STAPLES) 34.INTERIOR PANELING --- lN• 4d5( vfew. 3/7 8016 __._.. .. 4-Conbi 2- mliN YAw e DeNd 11•091111111.............- • 6n ILlNwama eelre0sl7 ceMS AJI fpee,12 YldettkiL rleOl,tenWo.b emyL6Yva,M9PVN4AMw Nn ase 48:d�esuEve.Po.^iF9a wood struck./pa1e1 and Parbdebtd chit, and shear walls.refer M �Sw2305.IMM NA AN NA&are mantled to be 020202.box 01 - eCommon or deformed s/aic(6d-7.0.117.6621?40.131•.16.740.1401. d Common(62-7:0.113-.1067 4 0.1484 i N 2-0 Deformed shank(66740.117.5021? 63' 40.136,1040.148). n - L Cmaem-r 0sdig(64-17740.107.66217 x 0.128)4 casing 166740.08764-21?40.117)145/. S g- aspaced A Fame1s aced 3 inches a a ewes, exterkr edges and 8 inches em cerebral dMWAMa dam41 Ede nrs .Own Aced sb0ai sheathmd Spa9 41 be 6 inches on camp Ades an 11e ges a d w SF 12 Mae an m*atinlam 4 supports far ncelecblre4 slaelhng. g n Coral-reswY,d rooting refs wi17/16 in demote,lead and 1 1/7 ndr Sangho 12-1/2 Mr 11nrAYp wall 3R-logs b 25/32 in.9iaammg. L CaaooNasiffi I TAP wit Mahal 7/16 ash ov09 0r 1 inch own reM 1 1H•WO,b 1/2 Yds i0680 M 1 1/2 i.,terpin(a 26732 Shin steam.,pard x147016 N 16 inches(20 Mss it Mala.as 11110 in9 direction 01 the peel ado ollenase.p1000). 4 Cain.(1 1fr 40.6(r)or SAM(1 I?sx 0677)rel spaced at6 o Ja6BA p..80 rip.12 imam aIr....a.supports. L Pas moel N 24 i law.NMI ar Mesh rrts saa000 416 aches o1 pm..Wow.12 Ind..N i6saalMs savor. L FI awl Owing applrr0Ar,011a10.(21?.01'7)are Memaremaeied brad BEAMS pa.. rt 1n a.p.wMw6 dCAN�r N 7/16. .'vS•,7 n.For•••\1161YI9Q 11.1...I�aMwwpa/17110.43nes on mnLr1edges 8ndnesa.dvmneaA 11018901ts. a h k4. 0.FrWa.HpaN6 N4 MAN at MY/sledges 6 odes at neem edule supoens b slbear and wa19Ne0bn5 and 3 Ades an centers/edges.6 5005 at t. iNIMdb..bk.f>Rirc. 8 1 IFaslrNa*Na6N4ilip OR Misr N edges.cinches at intennedae supports -.-... - 4 BNINNrr......AWw. ' y(,.: .F.1011.1.11•1101.2.1.1.1.1 ugh wen Nov 9 beseen Gem moss i.drg member. Ln X-f S h. £ I>E k COASTAL PORTABLE BLDGS.. INC. s a l e e, pp n6155ET5 8004 Austin R. Ace, P.E., Inc. s • R; m n (2 f n 51510..RORER 32091 -- N I o GENERAL°MEOWS 8+�.we� .....,.ne, 7 Ot EASTERNERS k t/G PACE 1 .4.c....r.� ,,r....4. RA...OPSOI17a -I Amp Der g 3 1 1 RE Ii'YEi STRAP & FASTENER SCHEDULE (a) A rrl U; RAFTER STRAP & SIMPSON STRONG-DRIVE SD SCREW SCHEDULE PART/DESC. UPLIFT WALL FASTENER FASTENER PLATE FASTNER PART/DESC. UPLIFT WALL FASTENER RAFTER PLATE FASTNER H1 435 - 6-SD9x1.5" 4-SD9x1.5" FASTENER UC H1 435 - 6-SD9x1.5" 4-S09x1.5" HiiZ 750 - 6-SD9x1.5" 6-SD10xl.5" H11Z 750 - 6-SD9x1.5" 6-SD10x1.5" H2A 495 5-SD9x1.5" 5-SD9x1.5" 2-SD9x1.5" H2A 495 5-SD9xl.5" 5-SD9x1.5" 2-SD9xt.5" " H2.5A 540 - 5 SD9x1.5" 5-SD9x1.5" H2.5A 540 - 5-SD9x1.5" 5-SD9x1.5" W e ` H2.5 410 5-SD9x1.5" 5-SD9x1.5" - H2.5 410 5-SD9x1.5" 5-SD9x1.5" - CI: 111 H2.5T 545 5-SD9x1.5" 5-SD9x1.5" - H2.5T 545 5-SD9x1.5" 5-SD9x1.5" - F1 H2A 495 7-SD9x1.5" 5-SD9x1.5" - H2A 495 7-SD9x1.5" 5-SD9x1.5" Egg H3 320 4-SD9x1.5" 4-SD9x1.5" - H3 320 4-SD9x1.5" 4-SD9x1.5" - Q i H4 280 4-SD9x1.5" 4-SD9x1.5" j[ RAFTER H4 280 4-SD9x1.5" 4-SD9x1.5" - ¢9 H5 415 4-SD9x1.5" 4-SD9x1.5" - RAFTER H5 415 4-509x1.5" 4-SD9x1.5" - 9 LTS-12 895 6-SD9x1.5" 6 SD9xl.5" LTS-12 895 6-SD9x1.5" 6-SD9x1.5" - C LTS 16 1075 6-SD9x1.5" 6-SD9x1.5" LTS-16 1075 6-SD9x1.5" 6-SD9x1,5" - '++ LTS-18 1235 6-509x1.5" 6-SD9x1.5" - LTS-18 1235 6-SD9x1.5" 6-SD9x1.5" N LTS-20 1215 6-SD9x1.5" 6-SD9x1.5" - - 7 LTS-20 1215 6-SD9x1.5" 6-SD9x1.5" MTS-12 895 7-SD9x1.5" 7-SD9x1.5" - Q MTS-12 895 7-SD9x1.5" 7-SD9x1.5" - MTS16 1075 7-SD9x1.5" 7-SD9x1.5" MTS-16 1075 7-SD9x1.5" 7-SD9x1.5" - MTS-18 1255 7-SD9x1.5" 7-SD9x1.5" - MTS-18 1255 7-SD9x1.5" 7-SD9x1.5" - MTS-20 1255 7-SD9x1.5" 7-509x1.5" - MTS-20 1255 7-SD9x1.5" 7-SD9x1.5" U PART/DESC. UPLIFT COL. FASTENER RAFTER - y FASTENER A21 245 2-10dx1.5" 2-10dx1.5" PORCH A23 585 4-10dx1.5" 4-10dx1.5" Ui A33 750 4-10d 4-10d PART/DESC. UPLIFT COL. FASTENER RAFTER OZ O gFASTENER 3$ ;g WALL (`)FLOOR LSTA -18 1110 7-10d 7-10d „8 r PART/DESC. UPLIFT STUD FASTENER HEADER F o FASTENER a o 5 TP-35 1 1 10 5-3"x0.131" 5-3"x0.131" HEADER (d) HP40,811, 80, 4725 5-3"x0.131" 5-3'x0.131" tii d a.All straps can be substituted with an equvalent brand meeting same C U strengths. b.Rafter ties to stud wall to be at every connection for 24"o.c.&can be oan every other for 16"o.c.,but is required on corners and studs adacent to a CGTWCR mm corners. Aorto.w Oen. c.Only need on aluminum&vinyl sheathing walls. """` sAe d.Headers over 6'span. f E ( 1A A.,a AS SHOWN { L ti 4Mik16ke P1NW APA William E.Neary.10 SMP-51,SMI 79,ICC 5185040 CWS' DD --106490aknew Nolte Te,,ate Gotha,Florida 34/34A R.ACE __...._ _-_---- a1N TLE �n� 0.0 RLE=WON • iMO AO 1 S - 4 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20 www NOT HVHZ APPROVED OPr/OMt 2-2.6 PORCH BEAM 5 ` ` , MnON.1L 3-2.4 PLUS NA PORCH BEAM 4.6 `2.1 STUD LEDGER • 4.6 Sr/I COLUMNS SYPCCAL 2.4 RAIL el T.1 RSUPPORTSECURE BOTTOM WITH COLUMN BASE USOLGL/I/ATNDU T'SAG m m m.n r+ " TO TOP PLATES , V2SO POSTS I/lAlliP e 4'0.0 A' SEE SECTIO/DETAIL MIN. h4 RAI,.T cT TN U A C \ `I.e P.r PDacH noDR 0 SECTION DETAIL-POST&RAIL W SCALE.1 t'-O' LL SIDE WALL ELEVATION WITH PORCH R SCALE 3/C- 1'-0' E TA'MAX. 4/ 8 T I^— r;--{ STUD < & A SPACING & 91 N H H N H M M N N NF` X N g LL 9 ■ ■ 2 N Q YAWS e TD r3" 6. z_ s X vi e,® H N H N H H H H H N �- R �. El J-i6•TS N SPLICE PRESSED m 1 ° ON BOTH SIDES OPTIONAL - us PORCH WIDTH ��\ W 1 n S'i' STUD WALL PLAN VIEW SECTION WITH PORCH r:--`Irl ..7 r bC4Y suLE J/A'- 1'-D' 1/ T-T.e HEADER W/SLN m SCDIBO TOM CG NAILED MAXIMUM AROUND PORCH 10 BOTTOM CHORDS Of OUTSCOE PERIMETER Q F G '.a. 3,-0•WINDOW a SABLE TRlsses a. 51 I I T.4 STUD LEDGER a At I I SIDING AND STiq WALL ae POSTS WCM eJ/e' F ----- ANDFt AI TOP Q POST AHD AWIL-SEE Q SECTION I () II J'-0"WINDOW J'-(1•WINDOW Mi[ ill J L.,NNUUh 2021 c��r I UP TO LIMP- ,..c,„,a,as.D- �� �� I �{C.t:'o':4:i d""„�"M"dC;,.�,� "�s SHOWN 3'-O'WINDOW 3'-O'DOOR 3'-O"WINDOW ; ARA 111,11111111 1■ ■..11_17,1 William E N66rR,m SMP-51,SMI 79,ICC SIBSO41: DD is 10646 Gotha, DAST 3.1 r ,•--,,-✓!152 W HAIL POST b RA6.�, 1' GolNa.{IorIAa 3A/AA AN A R ACE „ I I�6 PT.PORCH FLOOIa TLE SIDE PORCH 11 *5S4W11 ,,,,i I 40° 3allt- CAD ELI LXRTCAF T uP ra ID'— SECTION DETAIL-SIDE PORCH OPTION A �C�yJ1-��,I SCALE 1'-D- INA 4 Y I,S. Gdf\caaL 5nE05 STUD WALL PLAN VIEW SECTION WITH SIDE PORCH ° SCA,, 1/2- D- S - 5 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20''W NOT HVHZ APPROVED g t G i I 1 Il IflIto II\ ti_ A11.111— - ci O SHED INSTALLED ON 5LA0 Q �pg rr"rte l 5/e'AO 06E1'ear& frIM� F d NUTS t OVERSIZE BASHERS 8 BmAPOINT Or JOIST ' 1'cR 4',tar. Q Pi d .I,lI' • ill CC i )X 8P RM JOIST ` AO"FARM ANCIKW y I ae 9..r.Hoa0.0. 78. r XS7 7 X— Ar BUILDING ANCHOR DATA yLyi MODEL NUMBER LENGTH BAR DIAMETER EVE DIAMETER HELIX DIAMETER UPLIFT CAPACITY f: " YODEL^E DWI S2 MOO ANGIOR •Mc. IN NORMAL SOIL w/rxnwsNwt ear-10011E AER MTE40B 3'-4' .625 INCH 1.5 INCHES 4 INCHES 4500 LBF. ULT. V] ANctaw mtraRE ® ❑ ii, € BUILDING ANCHOR SCHEDULE—ALL SHEDS N 1 �•1'CONCRFIE SUB-MIAYM08 2300 PSI NO ANCH. O A. TOTAL ANCH. f� i BUILDING SIZE 8-16' WIDE C M`. SIDE OF BLDG. PER BLDG. gyyyyg \..SHED sno RAA /_ 10-12' LONG 2 4 Q`G H — 16-20' LONG 2 4 24-28' LONG 3 6 Q 30-32' LONG 4 8 E' 40' LONG 5 10 C V Ewa »r.[3rWWWI 3.MNuury 10=1 14011.0...“W1.1315 tmRaaw] MOW 0cw R�PBtba ,: 1�11KMh... pIM111MuE` Wel.. ""' 'a' 3.3114 AII.WID CONCRETE ANCHOR DATA 1 1n 1 �o4 o.-i`r�.riu"' 1 AS SHOWN "'"'•Moil 31112x. TrX Marx ATI 11"10° MODEL NUMBER LENGTH BOLT DIAMETER UPLIFT CAPACITY 0'NARA 3112111.310 WRI NM N 2.5 KSI William I.Nea.y.m Awr•0w..ba Bu] Ar A-OYr Sort ARMALX4B00 MICS2 0'-3 1/2" .500 INCHES 2200 LBS. SMP-51. IR91 SM-51.SM-79,ICC 518S040 CN" DO 10649 Pointe © W6�10b0.: 8R-rNbl•rart AAwi<BGotha.7101.4a 34714 [x0A.8 ACE { w' LLE P r0Lwp(NM W.1 a z coo rot 100100 ! 4;70. cw itt MITwMI MI 411 S - 6 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20"""NOT HVHZ APPROVED 1 6 a 1 i ,��, 11 PANEL DESIGNATION MAIN SIEMAN's TYPE "EO" 10,000 A.I.C. (INTEGRATED) '•. �\ iIl�•l�Niay SURFACE MOUNTED 240V/120V MLO 125 VA i / ' \ • �I�a l�. illp, i \ CIRCUIT CIRCUIT CIRCUIT CIRCUIT \ CIT OESIONATKIN BREAKER VA VA BREAKER DESIGNATION CKT R // \ WIRE COND POLE TRP TMP POLE COND WIRE \ \ U 1 FUTURE B i 2 40 2200 2300 40 2 3 B FUTURE 2 / \ C 3 GFT OUTLETS 12 I 1 20 1200 200 15 1 I 14 LOOPS 4 / \ 8-11 RET NOE I \ W Q s SPARE SPARE e I Le— CL ill D e \ \ 1, y jg TLITAL LOAF 8,000 I \\ \ •'1 w Q E TOTAL AMPS 25 \ \\ '='''' � 666 !! N NPW 4 MN•P NOM. MY aR LL x $i�f•�ti�i�4�i�:�id. N �„,.__, 1' RF 12-10 T LMC --'1I Q O UNIT POWER PANS- Li ELECTRICAL SYMBOL Z I/4'PER F001 SLOPE LIGHT Y OPTIONAL NM PROW *RN PEEL t STICK O4EP FOP MOPE soED LOAF � Ose OP 100451 OUTLET 0 V1 1 - ' eA1Ar OPTION 5 OUTLET 220V / U B 1\ 04 OUTLET GFI tlM S '.YY S/A50490 G&L VENTS WP 0.. II= ���4 SWITCH SN I0.1 RI IOW IY t A ® r..4 FAGM �'f,l:=� SWITCH 3 WAY 4a 101063:aa: SWITCH DOUBLE x C M 0 3s1 72 WINDOWS WINDOWS .101 FLUORESCENT LIGHT 10 I l:4 El I 24 SPACING WORD I JUNCTION BOX Q O 4 ME 00[10 NEARER 2'.31.0R 31131'SINGLE PANE WIAOO4 OPENMC 0 e s VEIN OPTIONAL 141)1:31131'AND 38148.00106E PANE WINDOWS ELECTRICAL NOTES: U 1.MIME TO we now SCUD[ORBI wt.Woo.WBII 1107111[12)BY TBC 3011 OE I ®ITBk WBLBII11l TIPS AR. 070111 w11 4 &RAMCIII IID 11BlWTIE COWL T 3 JANUARY T020 4.1164 K OVUM.1lN MAC OWLET MI 4.1164 WC OVUM ,W1N4•nar I ALL RI�TAO41 W M Al 14.8'AR,IV BRN 14 INTIM 6ME RLTOBf1O10 AT 082•AR • 1.UMW=RUM MEWS PAY BI�I1TU RR ISO1m6 UB11110 RALE1TM1/BICBGL PON.,IpB41GN111030BR 10INC 10OIO01ML Il eIf1NGi11a: A$SHOWN ini w I.11 •• racameC18,OMR 0.10.177 874 MRS,PABRCe1,2C1 MOWN -���I ARA c>ELEVATION SECTION 0814.,STUMM rm MD RE=TO LOCAL ANBOYK William E.Neon/.IR mN yr ,r SM P.51,SMI 79,ICC 5185040 0 DO 10649 Oakrlew Pointe Terrace [RR GOt6a,Florida 34734 AI A R.ACE LE O DORMER OPTION WITH SIDE DOUBLE DOOR �WH•• NT1 g 51 I� /. .4741 \ R z P1 z &*p ple VI 0 FEE LOCATION I t"Io11 io Ka W �� E 1 0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20'w'NOT HVHZ APPROVED