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325 ROYAL PALM DR ACC22-0002 SHED Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION �' / 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 3 J� ,;ic; c`I PCIS Of-- 3� Permit Number: n- co_ zz Legal Description 31-2 2-7-2S -�-`t t. ''t-C 'A (- ?i4Lt71 �S U1r aft A RE#13�1C I 1-713.1i 0000 Valuation of Work(Replacement Cost)$ C)C ) C.2 Heated/Cooled SF Non-Heated/Cooled • Class of Work: iNew 1.iAddition ❑Alteration ❑Repair ❑Move TDemo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): _Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed proiect?[Pies(must submit separate Tree Removal Permit) .:No Describe in detail the type of work to be performed: O x /( Shy Florida Product Approval# for multiple products use product approval form Property Owner Information �j Name S -C1'-k-1 WQz-Z Address �iC( 8 rTy� 0c Ne. - City -Tc* kacnv lav -c State }- Zip 3.D-)SZ? Phone 9 it 11 a N Cr.sL�C1 E-Mail ��c c++ � i": c_�}crJti L..(h. Owner or Agent(If 4ent,Power of Attorney or Agency Letter Required) Contractor Inform tion Name of Com any Ct 130 r //lUC Qualifying Agent _ eA rs al / Address CJE� IVO cn3 � � City �jber State Zip Office Phone J� .t Job Site tact er �� State Certification/Registration# ����$ E-Mail ". .1"4.11•Q- (,) t Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt- Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP : * . IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE e • AN d RNEY :EFORE RECO ING YOUR NOTICE OF COMMENCEMENT. / i4.00," (Signature of Owner or •_1a■S� r 1 (Signature of Contractor) Signed and sworn to(or a -.)before •-- this l(. day of Signed and sworn to(or affi -d) fore me this day of , ? 72Z,b .A c .e /(� _< e_ACr . cLb ckACie,�-� (R' atur-�,j► t��� gat )4. [ J Personally Known OR [ Personally Known OR [ J Produced Identification 7 l [ J Produced identification Type of identification: V Type of Identification: TONI GINDLESPERGER a TONI GINDLESPERGER ' x.� *? MY COMMISSION ,. ;; MY COMMISSION#GG 353178 a EXPIRES:October 6,2023 • �Y EXPIRES October 6,2023 'rFor 2° flpnde l Thru NotaryPublic Underwriters F x Berded Thru Notary Public Underwriters MAP SHOWING BOUNDARY SURVEY OF LOT �j1 1 BLOCK 14 ACCORDING TO THE PLAT OF nOYAL AL PALMS UNi1ir TWO A AS RECORDED IN PLAT BOOK 31 . PAGE(S) 1.1 A,18,1 C AND 1D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: CYNTHIA GILBERT. GIBRALTAR TITLE SERVICES, AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. O CV It 1 B DOCK 12tLOT 13 1 I BLOCK 14 ��- , s' 85 S7'2r" BE 10916' (R 5 854976- E t0936' Al) T/?- 1,Y I LT 0.4• 0.2' O.a' Y'n!alt• Y S Y Q--Y. -- x i 10' E¢SESIENTIOR 0.1'X0.7' i In Y R —T— u e t>= �— — ._._'t 1.4-� ORA�tiAcf k utttiT�Es t 1' Y� •' 0.7 1.1. in Is' 4 '� .- a LOT 10 • 1 CONC. . BLOCK 14 b • ' sl o r ® G�O✓O .,� teb V co� ,o j 1314 t; A a CXJfi6 r ' L • d r 4lY a cdir `. I • •• • A w/I�cVH� SUNG , 1- t -ti • •LYavG 4 • RESIDENCE' 'tr.• 1 1411E 1�CC1'VG NO .i?S -`� U ` AII�itLX COYl7 A/C Ql q '� CONC. �' Cr •P �0 b' 3 k �,Ibb mast ,�.. ti yY in N L 25' B.R.E. 1.�/ • o451 7.iZti NUp& . LOT 11 N, et Ca 4. CONE BLOCK 14 • "1 WALK 0 3 N 85'47'37- W 90.40' 0.0 1i �� N 85'37'27'' A 90,00' (R) (DEEP) VECUNA ROAD CROSS REFERENCE JOB NO 33262 (60 R/w) 11000 277.E'Y'- AREAS DUMMIED TO BE MIME THE 0.2;ANNUAL MANCE FLOOD PLAIN /FLOW PONE-x(SHADED)"- AREAS OF U. ANNUM.CHANCE RDOQ, AREAS CC 1:ANNUAL WANOE UN AVERAGE DEPTHS OF LESS 11W4 1 FOOT CO .ITN ORNNAOC IAEA&LESS THAN I SQUARE MAE, MCA AS PROTECTED BY LEVEES FROM 1%AMAIN. MAW FL+000. J a 1. UEARINCS AAE EMIT ON_ L+ 3t- PAGE IC c, 2.STRUCTURE No. ' s OwN HEREON LIES WHIN ROOD, IOE x AS A SSOCIATED SURVEYORS INC. 3 BEST °CEUY" Y°° PANEL F'tSAS � TETi FOOTINGS. 'i/ LAND A ENGINEERING SURVEYS PIPES ANO ufunES, If ANY, NOT OETERMINED. .0% 4 JURISOICTIONAL AND/ORENVIRONMENTALLY SENSITIVE ARE AS E ANY, NOT r 3846 BLANDiNG BOULEVARD IOCATED BY THIS SURNEY 4, i AO JACKSONVILLE, FLORIDA 32210 9THIS SURVEY BASE10 Oki LEGAL OESCRlPOONS FURNISMEL. TME PUBLIC 904-771-6468RfCOROS MERE NOT $EAR(?IEO 8Y THIS SURVEYOR fpt EASEMENTS TITtI, IJO CERTIFICATE OF AUTHORIZATION N0. LB 0005488 COVENANTS' 8 R.L.'S RESTRICTIONS, CLOSURES, TAKWCS (R ORfl1NANCFS, ETC. __ S c K THERE COULD BE OTHER MATTERS OF RECORD THAT *MCT THIS PARCEL TSE TOP LINE ENGINEERING, LLC 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. Respectfully, illiam E. Neary, Il Business Partner Top Line Engineering, LLC BILL.TLE@yahoo.com ***Please note: Any questions regarding local permitting should be directed to the Maid #acturer. 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) „ ,. BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED MANUFACTURER COASTAL PORTABLE BUILDINGS, INC. Y AGENCY TOP LINE ENGINEERING LLC !I AGENCYNSPLAN NUMBER GABLE-ROOF URBAN 2021 �t�� CONSTRUCTION TYPE V-B FIRE PROTECTION 0 FIRE SUPPRESSION SYSTEM NO OCCUPANCY UTILITY NUMBER OF OCCUPANTS 0 COASTAL PORTABLE BUILDINGS ALLOWABLE # OF STORIES 1 if J,1tt 1. WIND VELOCITY 170 ULTIMATE MPH EXPOSURE B . 14:11161.: FIRE RATING OF EXTERIOR WALLS 0 HOUR FLOOR VA LOAD 125 PSF GABLE TYPE ROOF FLOOR DEAD LOAD 10 PSF ROOF LIVE LOAD 20 PSF 0 ROOF DEAD LOAD 10 PSF - _-- -""-"- — 'R" RATING OF FLOOR, WALL, AND ROOF N/A 5TRNITARAL NOTES MODULES PER BUILDING ONE YFNFRAA• W e SOUARE FOOTAGE 480 SO. FT. MAX. I. FOUNDATION PUNS ARE NOT PART Or THIS PLAN SET AND ARE GOVERNED BY LOCAL APPROVED FOR HURRICANE PROTECTION SERVICE NO JURISDICTION. a. Sgt 1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.12. 5A E APPROVED FOR HURRICANE PUBLIC SHELTER NO J. REFER TO TIE-DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. HVHZ APPROVED NO 4. ALL STUDS,RAFTERS. TRUSSES.ETC.ARE 1 x 4/2 SPRUCE-PINE FIR OR SPF ai/11i 5. STRUCTURES OVER 400 5o FT WILL w1VE AN B0'MINIMUM DOOR. Illi g GENERAL NOTES: 6. GUTTERS TO BE INSTALLED ON-SITE BY OTHERS THRD LOCAL CODES. dll 1. Foundation Ions are not Ort of this /On set and oregoverned bylocal jurisdiction. 7 ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. PPPB. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION. SHEDS THAT HAVE FLOOR AREA OF gry 2. Buildings are approved for residential lawn storage only. 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WIND-BORN Yta 6 rA/ J. This building is exempt from the FECC per sections RIOI.4.2.4, R402.1. DEBRIS IMPACT STANDARD OF THE FBC. Li- f 4. Refer to tie down details for proper installation requirements to meet code. C 5. All lumber for contruction will be/2 SYP except as noted. : 6. Cutters shal be site Installed per the local authority having jurisdiction and permitting requirements. A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER: A... 7. All windows and doors to meet minimum specifications per the approved plans and the Floriido Building L 1x RAFTERS/BEAMS/JOISTS,/2 SPF OR AS DETERMINED BY THE ENGINEER. CO Code. 1.I-JOIST AND ENGINEERED BEAMS PROVIDED BY MANUFACTURER = 8. In accordance with FBC 1609.1.2, "Storage sheds that ore not designed for human habitation that hove a .Pu TES./a SPF Q g g PLODS,/2 SPF TYPICAL UNLESS OTHERWISE NOTED floor area of 720 square feet or less ore not required required to comply with the mandatory windbome 5. WOOD MOISTURE LESS THAN Ise NANOTED debris impact standard of this code". C WHEREL NOT OTHERWISESHALL BE- ONOTED ALLMONFSS NAILIIGFRWISE 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 are INDICATED IN THE CURRENT FLORIDA BUILDING CODE.ASCE-7 ALL SHEATHING MUST BE NAILED intended for use in conjunction with one-and two-family residences ore not subject to the door heightME SCREWED AND ADHESIVES SHALL NOT SI USED ALTERNATE PLACE OF CONNECTORSNAILING / Y l 9 0 OR CONNECTORS TO E PROVIDEDSHALBY BMPSON.INLACEIING and width requirements of this code. Structures 400 sq-ft or more shall hove an 80•minimum door. W/EQUIVALENT OR HIGHER ALLOWABLE LOADS AMY BE USED IN LIEU OF SPECIFIED C.J Z 10. In accordance with Florida Statute 553.80 (1)d. lawn storage buildin s and storage sheds bearingthe COMPONENTS.WALLSINLSALL AS PER MANUFACTURER'SITHIN. RECOMMENDATIONS.XTE/OCRLP RN () 9 9 E.ALL POTENTS. TO BE SHEATHED WITH ETN. EXTERIOR SMART SIDE insignia of approveal of the deportment are not subject to 553.842 (Forida Product approvals) but shall STRUCTURAL 510/NC FASTEN WITH MIN. 6d RING NAILS 0J-4.O.C.ALONG PANEL INSET meet the design wind load requirements of 2020 FBC 7th edition. EDGES, THEN 6'O.C. ON THE LAP JOINT EXTERIOR EDGES AS PER MANUFACTURERS V5 INSTRUCTIONS.6-B"O.C.INTERIOR SPACING FOR ALL EXTERIOR SHEAR WALL SIDING. 11. Flat metal strops con be bent around structural members of wall studs, trusses, chords, etc., to help F ENGINEERED COMPONENTS(TRUSSES,1,0IST,ETC)SHALL BE INSTALLED AND L. secure these members, provided that the added bend does not interfere with any of the existing FASTENED PER MANUFACTURERS SPECIFICATIONS AND DIRECTIONS. 9y RI breaks/bends in the strap. Ca 3 E 12. As per FBC section 1626.1 exception (f): storage sheds that ore not designed for human habitation and r 4 B cA that hove o floor area of less than 720 square feet or less ore required to comply with the mandatory _ crsa �II G wind-borne debris impact standards of this code. Cmp 13. Components/cladding ore in compliance with the 2020 FBC 7th Edition. and 14. Sheds located in flood hazard areas must comply with the local flood zone regulations. Orlando (�o1 g 15. If a wolf is framed for future HVAC units that shall be oppproved by the AHJ and shah comply with local o requirements for permitting. K slmmpe a. 16. Windows and doors installed by the customer that shall be approved by the AHJ and shall comply with local requirements for permitting. Ta a cLakeland 17. HVHZ components for sheds require that installation per manufacturer's instructions. Clearwater o F cn Cod.Sump -I NOT APPROVED FOR HVHZ st Petersburg • ©• O Cods: F..a•mea 0.00e.an Occupancy: aft Occupancy Group• U may e,w.exnew' ] ' 3 AKsOrn 2021 Wind Loads: ASCE7- 16 is1 Pal Risk Category a Importance Factors: Beach Ultimate Wind Speed` 170 mph Fort ars o w�,� RIM C5 „,DIN.goey'I p wa o„,/ealnm „x w bs .rid* re,Mat le Noma Nominal Wind Speed 1717 mph wu. u«a waw /m use 0 60 NOTE ONDuI wit I»normal A1N gessoes Risk Category AS SHOWN Snow boor• 080 Exposure Category ' B E.posur.e it 2/1r C [i,� •TeliT i)O,ETo. a'A W.ACE S.nm¢bcl«• Igo Enclosure classrt Enclosed BulldlnC Endured Beading wlluam E Near,III CW. DO Type o/Constructlon: Internal pressure 0i-0 18 5MP51.5AAI.79,ICC 5185040 [w Dlreetl0nallty (KO) 085 ASCE]Load CC/MINNM 10649 OaW'�ew Pante terrxe A R.ACE } Tae Rang Kh case 1 ' 0 701 .o Na,Honda 14711 NY Floor• 00lm hr Kh case 2 0 575 TO Floor Oo Type of roof Gable Gable .494(14,, IINEV Building Geometry: ^.lllll'I.I :uk 1 Roof imp. ISI ' 500112 22.6 deg \\. CIO ht=ABM r. sure Or x Bokrq length ' 200n ^I" Lon,Hao1208 "'Please note:Any questions regarding local permitting should be directed to the Manufacturer. $a, ?MOW MY a Mew RoofM Ihl ' loot The Manufacturer's contact information con be found in the tithe block of the plans. El RISK CATEGORY I "+A• ••''6 p+e - J S - 1 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN 4I Gable Roof Urban-20 00"NOT HVHZ APPROVED a A S i i '-"NIIIIIIIEIIIIr.....IIIIINMr:111D11.11.IKNIIIIIIIK'''. `\ ., «-E PANEL DESIGNATION MAIN SIEMAN'S TYPE `EO" 10,000 A.I.C. (INTEGRATED) "'' !I1;V SURFACE MOUNTED 240V 120V MLO 125 VA .• / /'� \\ • all, CIRCUIT CIRCUIT'REM" IT BREAKER CIRCUIT CIRCUIT cpSmy // \\ CKT DESIGNATION VA VA DESIGNATION CKT b / \ WIRE CONS POLE TRIP TRIP POLE CORD WIRE // \ • 1 FUTURE 8 i 2 40 2200 2300 40 2 i 8 FUTURE 2 I / \ C 3 OFI OUTLETS 12 i 1 20 1200 200 15 1 J 14 LNHRS 4 \\ — FEET SgDE \ 11 @ 8 SPARE SPARE a \\ CL i 7 • e payAF 9 10 \ \\ 8d�f3 TG7AL LORA 6.000 I \ \ II; : IiE {TOTAL AMPS 25 \ \ I Q iii R 'MID S- aV.vWO LOM \\mor \\ RVNLaN al P —'1ANNI:1111111111•1111111111111111111M11111115•=1•112111111.11N... .4—, �J yRW sRAep 0 UNITu 12-40 FEET LPVG Q OWER PANEL U ELECTRICAL SYMBOLy AAN7 I/O'PER TOOT SLOPE LIGHT Y OPTIONAL THREE 0/0000 WaN PEEL t STICK OVER . r FOP MORE SHED LIGHT .4,WSEI OR RADIANT OUTLET S CA ORTON d W/LEIAL OR 0FUN40LES OUTLET 220V B STANDARD GABLE VENTS OUTLET GFI S. OUTLET WP wW gi ���♦ SWITCH S [[TT]�51 g 5 I—11 a FAN ���' SWITCH 3 WAY BB 0 ' I ® It i2 'IIF ,_� SWITCH DOUBLE B3 CO 3 MNOOWJ FLUORESCENT LIGHT I El I F p ' 1 I.BRACING 0EVOVO I JUNCTION BOX U 4 nG DOLE DOOR HEADER a Q H 24138'OR 3e1J4'SINGLE PANE WINDOW OPVVINC Q a WIM OPTA'AWL 71SJa;3M i3e'ANO Je ib'DOME PANE R2NDDws ELECTRICAL NOTES: U 1.ALL EDITION. 4 BE 11M50 504E TIPPER GRH GAGING.WIRING PROTECTED m NEC 2017 II .40112WOE 5TIO20 AN AMPERE RATING. OM 2.FIXTURE LOCATION AND TYPE MAYVPRY. 3 JANUARY 2020 4.PLASTIC OR METAL'NEW WOW OUTLET BOXES 4.0A GCI OUTLETS 5.NL RKEITAClE9 TO 8E AT 1.1.52'APF,MAXIMLW 11 CUTLETS NONA w iNCMTS. 6.ALL SWITCHES TO BE ATM-52'AFF __ � 7.FLUORESCENT A LED LIGHTS MAY SU4STTUE FOR I /UP TO M LIGHTING M!W AS SHOWN O THE MMN ELECTRICAL PANEL,FEEDERS,POWER ROMP TO UNIT(INCLUDING ALL 11,�NIRwNLu „.. ELEVATION SECTION DISCONNECTS,OVER CURRENT DEVICES,PANE.,GROUNDING,ETC IS MICAS/EY William f.NedTV Ill L ARA OTHERS.,SIZE INSTALLED AND SUBJECT TO LOCAL APPROVAL RR:yr la SMP.51,SMI-79,ICC 5185040 DO 106490aWlew Pointe Terrace Gotha,Florida 34734 ME-A.R.ACE XDORMER OPTION WITH SIDE DOUBLE DOOR "v. TIE z w z 'E hml a. a C51, GD RLE LOCATE. W Ra .4:;.:;7:-\\4.. ores IA. E - 1 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20""w NOT HVHZ APPROVED K'OC(00(5 AND la"OC.INTERNAL 40 YR II METAL ROOFING OVER .2 MINA SPLICE OR EQUAL IS LB,FELT UNDERLATMEN7 OVER PLATES Ar EACH TRUSS& 6'SIMPSON 5080 7/16'058 SHEATHING OVER CEILING JOIST SPLICE-BOM SIDES O EACH TRUSS 2.4/2 SPE BARN LOFT Jd5r5 2,4/2 TRUSS rt&M1NG 024 0 USING A MESS LICE 024'DC.-SEE BOXED NOTE MATCHING CEIITC JOISTS r.4 FRIEZE \_...,,,...,, OBE.TOP I •� cLIEI A OCCS TRUSS FN :ixIiUS ! DC51AUCNG FOO.CELC1 x a P.r RM Jpsr il I_ SEE LLI a 6 P.1. 2 x FLOOR Jars s AT I6.0C. 41,__ 0 - ................ -w z.SOLE PurEs • w LI Ail TAPER SKIDS BOM ENDS S FRONT ELEVATION e SIDE WALL ELEVATION Cl) IJ 5,! STALE:3/A•-ELEVATION ddd.e 2.6 FLR 1"NOTCHED RAIL JD40 DOL DOORNVINDOW SCHEDULE(ANY WALL) Q $ 4.6 OR OBS a.last-IVP g 2.6 SKIDS r . 3;11 AT EACH HAIL WA s LACSIZE TYPE STYLE SOURCE LL A FLAT COWAN .6 AS SRO. OR i"TOG i M�a)),yx.•uc roE TAG 2' - 3' DOOR DOUBLE BARN STYLE COASTAL PORTABLE _ - SCREwS�DR 2t6 RING NLAG uc a ciia RNL SKID TO FLOOR JOIST DETAIL 4' DOOR SINGLE BARN STYLE COASTAL PORTABLE 4.A SCALE 1-I/2'. r-D" JELDWEN (n �wl� 3' DOOR PRE-HUNG FL14569.4-R11/STEVE'S & M+ 6' DOOR PRE-HUNG FRENCH STYLE SONS FL17901-R3 Q 4,6 OR OBl b6 6' - 10' DOOR ROLL-UP P LJANUS INTERNATIONAL GROUP RT. 24"x36" OR WINDOW SINGLE PANE e FRONT/BACK STIFFENER BOARD 36"s36" WINDOW DOUBLE PANE JELDWEN 1/10"x23", 29", 36", TRANSOM F FASTENERS FL21990E Z 72" WINDOW SINGLE PANE SKID LAYOUT AND FLOOR FRAMING SCHEDULE SKID LAYOUT AND FLOOR FRAMING SCHEDULE 9 3 125 PSF LIVE+10 DEAD LOAD(2 SKIDS) 125 PSF LIVE+10 DEAD LOAD(4 SKIDS) Z 'c WIDTH JOIST SIZE & SPACING A B WIDTH JOIST SIZE & SPACING A B k 2 X 6 ® 16" O.C. MAX. 18" 60" 12'-0' 2 X 6 16" O.C. MAX. 33" 60" GS s ® 10'-0" 2 X 6 ® 16" O.C. MAX. 30" 60" 14"-0" 2 X 6 ® 16" O.C. MAX. 45" 60" F N . z Z __\ 2 X 6 6 16" O.C. MAX. 57" 60" 6" LK o1Y !4 tra7 EIL17711j!MIIMME MEN.1MIM IN GL,:::G 11 ' _— __, C'"' cn O I --_ SEE SCHEDULE FOR 104SF SIZES MEL II. A I SEC SCHEDULE FOR,lo,sr SIZES B 6050 FIT[ JAHw°r 2o21 II WON sun,A,7Fis I! 5 SHOWN I IPSEE IX1pR SCHEDULE ___ __ 1.!1 crM.�;�'°erNSlylikl7Si RACE ww16rT I.NeerY.I° DDAASMV-51,SMI.79,ICC 5185040 i 11111111111111111111 106Anot,.esoPo V 34734nte islepA.P ACE ��lll11fiotHa,FiPri6a 3A]I •°VTLE6 B'10 N'LOAC mum um um um _____ ___— yViN'• :R!!T rt or c 12'TO.D'LONG °" a.Ing' ",+! CAD MI�Minn'in' FLOOR PLAN VIEW FLOOR JOIST AND SKID LAYOUT FLOOR JOIST AND SKID LAYOUT ,,{. SCALE.3/4'-1.-0' SCALE 3/4'.t'-O• SCALE. /2'-1._0" LFf.1p"' MI rrb IRtr,n S - 2 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20 65*NOT HVHZ APPROVED FASTENER SCHEDULE(r) (FBC TABLE 2304.10.1) 1.JOIST TO SILL OR ORDER 380300AON(21?5 o.13r) TOENAIL 33 14 GAGE STAPLES 2 131113G71G TO JOIST 2aI COMMON R 1?x 0.1311 TOENAIL EACH EM) 23 a 0.237 NAILS 2-7 14 GAGE STAPLES 3.758'SBFLOOR OR LESS TO EACH JOIST 2-Ad COMMON(2 11T x 0.1311 FACE NAL _ 4.WIDER THAN 1'x 8'SUBROOR TO EACH JOIST 388 COMMON(21?x 0.1311 -- FACE WAIL 5.7 SUSFLOOR TO JOIST OR GIRDER 2-lid COMMON(ars AM AL FACE N 6.SOLE RATE TO JOIST OR SLOCKMG led COLNOR(3S 4 0112') ...-- • 9 SElF PLATE TO JOIST AT BLOOIOING AT MINCED 750131 NAILS AT 7O.C. TYPICAL FACE MNL WALL PMNs 3'14 GAGE STAPLES AT 1r O.C. 316d COMMON(3 17 x 0.136)AT 16'O.C. 43 a 04131 BRACED WALL PANEL MACS AT 16 PIC/ 47 14 GAGE STAPLES AT 160.0. 7.TOP PLATE TO STUD 2-164 COMMON(3.5 a 0.167) 3-7 x 5.137 NAILS 37 14 GAGE STPLES 8.STUD TO SOLE PLATE 484 COMMON(2 177 a 0.1311 TOENAL 4-7 a 5.137 NAILS 33 14 GAGE STAPLES 2-16d COMMON(3.5 x 0.187) END NAL 3-7a0.131'NAILS 3314 GAGE STPLES 9.DOABLE STUDS 166 COULON(3.5 x 0.167)AT 24.0.C. FACE NAL 7 e0131'MALS 7 M GAGE SIRES 10.DOUBLE TOP PLATES 166 COMMON(3.5•0162)AT tr 0.0. TYPICAL FACE NAL 750.131'NAILS AT 6'O.C. 714 GAGE STPLES AT 70.0. DOUBLE TOP RATES 8164 CONDOR(3 1?a 0.167) LAP SPLICE 12-7.0.131'MALS 123 14 GAGE STAPLES 8 11.BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE 38000MAON(2 1?a 0.1311 37 0 0.137 NAILS 3714 GAGE STAPLES 15 12-RN JOIST TO TOP PLATE 8d(21?50.131)AT7O.C. 7.0,131 GALS AT 6'O.C. MOM& 714 GAGE STAPLES AT r O.C. cn (3.TOP RATES,LAPS MO INTERSECTIONS 2-1M COMMON(3.7 x 0.187)AT 1ro.G -N 37 5 0.137 NAILS AT r O.C. TOENAIL O 331a GAGE SIRES AT 6.0.0. 14.C(SRM)oUs PLACER.TWO PIECES 160 COM10N(3S a 0.167)AT 24.O.C. I6'O.C.ALONG EDGE r 15.CELPJG JOISTS TO PLATE 38ACOMAON(2 177 5 0.1311 5-710137 NAILS M 3714 GAGE STAPLES PG 16 CONTINUOUS HEADERSTUD TO 4A ?5 ICOM/DN(2 1 0.1311 TOENAI Z 17.GEEING JOISTS,LAPS OVER PARTTIIDNS 48dCOMlON(21?x 0.131 ^ (SEE TABLE 2306.10.4.1) 47 a 0.131'NAIL5 FACpN< V, 43 14 GAGESTAPLES Z18.CEILJNG JOIST TO PARALLEL RAFTERS 3-164 COMMON(3 17 a 0.167)►MAM.TARE 2306.10.4.1 N Dl (SEE TABLE 2306.10.4,1) 43 x 0.131 AILS FACENAL 33 43 14 GAGE STAPLES Z 1L RAFTER TO RATE 388 COMMON(2 1/7 50.1311 33 5 0,131 NAILS TOENAIL n 33 14 GAGE STAPLES D 207 DIAGONAL BRACE TO EACH STUD NO RATE 280 COMMON(2177x 0.1311 23 x 0.131'NILS FACE NAL T7 33 14 GAGE STAPLES 33 21.is 7 SHOOING TO EACH BEARING 3491 COMMON(2177x0.131 FACE NAIL O 22 WIDER THAN 7x 7 SHWA THING ID EACH EMOG 380 COMMON(2 17 a 0.1311 FACE NAIL ....... 21 BtRT4P CORNER STUDS 164 COMMON(3/77 5 0.1621 27 0.0. -- 7 x 0.137 MALS 1r 0.C. 7 14 GAGE STAPLES 1701. TO 24.BOLT-LF G6TDER AND BEAMS 20d COMMON N'x 0.1921 AT 370.0. r 7 5 0.137 HAGS AT 24'O.C. FACE NAIL TOAN AT P D BOTTOM D 714 GAGE STAPLES AT 2P O.G. STAGGERED ON OPPOSITE IMPS Z 2.204 COMMON(1.50.197)AT 37O.C- 33 s 0.131'NAILS AT 24'O.C. FACE NAIL AT ENDS AND AT ENZNIRLE 7< 37 N GAGE STAPLES AT 24'O.C. O 25.?PLANKS 'led COMON(31?00.167) AT EACH WEANING o 26.COLLAR TIE TO RAFTER 3-104 COMMON(7 5 0.147) a 47.5.131 NAILS FACE NAI. 4-714 GAGE STAPLES 27.JACK RAFTER TO NP 3100 COMMON(7.0.147) 33 47•0.131'NALS O 4-714 GAGE STAPLES O 3-ted COMMON(3 l?a 0.187) 33 a 0.131'NAILS 3314 GAGE STAPLES Q 2L MA ROOF FI 8102-BY GE BEAM 2-164 COMMON(317750.167) TOENAIL a 0.131'NAILS TOENA 0 3314 GAGE STAPLES IOC 2-164 COMMON(31?5 0.167) 33 5 0.137 NAILS FACE NAL 11.1 3314 GAGE STAPLES 29.JOIST TO BANG JOIST' 3-164 COMMON(3 1710.1821 -_ Z 43 a 0.131'NAILS FACE NIL O 43 14 GAGE STAPLES --I 31 LEDGER STRIP 3.461 COMMON(31?a 0.16?) I 43 z 0.137 NAILS FACE NAIL AT EAGI JOINT 4-7 14 GAGE STARES I 31.WOOD STRUCTURAL PANELS AND PMTICOBOMD(0) 3?NO LESS MI6JA) N LB SFLE30R,ROOF AM)WALL S*EATIWG(TO FRAMING) 23)7 0.117NAL(n) > 1 84.16 GAGE(o) TO SINGLE BOOR(COMBINATION SIBROOR-IANOEiRIAYMENT tH'37 TO 314' 44(4)OR Ed).) 6'O.C.EDGES ANO INTERMEDIATE,P O.C. 33 TO FRAMING) 23AC80.117 NAILWI AT COMPONENT AND CLADDING EDGE O 716 GAGE(p) STRIP N ZONE 3(REFER TO FEGUBRE 30.81 7)7 TO 1' 84(8) OF ASCE-7) RI 1 1I'TO 1 1M' 135)8)OR 84(d) 0 3N'AND LESS 84(6) TAT T07 848) 1 1)C TO 1 1N' 100(d)OR Bd(d) 32 PAIR SIDING(TO FRAMING)(g) 1?NO LESS 64(6) 517 64(6) 33 FRE RBOARD SHEATHING(gA) 1!7 AM)LESS NO.11 GAGE ROOFING Wile) 6d COLIMA NM.(2'it 0.117) NO.16 GAGE STARE() 25/37 NO.11 GAGE ROOFING NNW 84 COMMON NAIL(2 17 50.1311 NO./6 GAGE STAPLES) p 34.INTERIOR PANELING 1M' M40) 31. -6- 3)04 - - i64(N) c2`N'E .Common cc box rMla are peorM.d lo be wed soma Moe otherwise stelae w s.Z 3 b.Raft yard 413 on send al wipes,12 Indies at i ennediste supports except 8 Feb.al spoorlc where spans are 48 holies or more.For ming d wood athafd a w.l pad paSdeboadMIaM dhrapne d ea walls,refer n Section 2305.Nails for.40 sheeting are permded to be common,box or casing.} m c Comm od.emed Mai(66750.117,84-217700.137,1063'x 0.148'I. i n^ 4.Common(867 x 0.117.1067 a 0.1471 -..42,, a(Warmed alert)84-7 x 0.117,84-2 177 x 0.137,11167 x 0.147). S u E '= I.Car ®Ma emend)66177x0.107.84-23ISa0,1261 o cawg(66rx 0.089'.8621/280.1131 ree. e x' -2 0 Fasteners seed 3 etches m a A m coder aodm o A ed r edges d 8 es collera edge wpport..Mn used as 310)0 l sheathing.Spacing shah be 6 sales m center m athe edges/sad '0 4C 17 inches m arta d inbrmsdM supports for noMpmad'torah. F I h.OmoimreNW9 roofing nols 5 8,7/16 Ed,da5.ter Hod and 1 1/7 inert Wroth BE 1R ndh death g and 1 3M-length er 25/32 inch Mtersh. I.Coriosion-resislanl staples wW nominal 7/16 inch mono I Mt nowt and 1 1N'log/ler 1)2 Inch sheathing and 1 1/2 inch lent',for 25/32 inch sheathing party supports at 16 inches(20 Mas 4 along&ads in the leg bedbn d the panel,oto 0Rer*Se marked). I,Calm(1 177 w0.01301 or Rah(1 12'a 0.877)rails spaced at 6 tholes on pan edges.12 inches a Nomadata SopinS la Past moons a 24 inches.casing or l hih rel.sowed A 6 nclw5 en panel edges.12 inches a Menned10 60610rts. I.For and dhp6rmq applications,84 owls(2 172-5 0117)8R re 0550510 thawed for wood structural parols. {' m.Maples Rol Hare a rri8o1n crown with of 7117. In .„'G n.For rod sheathing ap RSbons,fasteners spaced A 4 exiles on caner et edge.,8 ghees at intermediate supports. jm TIE la_a o.Fasteners spaced al 4 inches on ether A edges.8 inches at nlernediale supports for.JAAoa are wal clnatt.80 and 3 miles on center at edges.6 inches at E .temweae appola for hoof sheathing. 1. o Emmen mooed at 4 inches or comer a edges.I inches et Meme4MM Imports. Plif -; 4 See b5oaa RMree.ded11. 1.Faselsts hail be metaled w8h even spacing Meow Gam 040404 YYdi g mother. M (n $4€ K. $ € € Y, l# ` COASTAL PORTABLE BLDGS., INC. 6 e ' 8 R 11816 SE 21ST 1EIUE Austin R. Ace, P.E., Inc. - Cit 1;. $R ,s a S ? Ag n a 5TAR56.ROOM 32091 a h k 3 pgI 5 605000L IDELWE5 nowe,wrierrs�tl Cosa.o nth 2 O n� a EASTERNERS et NG RALE t a5/] trhM 1 (Al RM581N x,r,dPITIRI R9 31TT A A I 0 1 s 1Iiari1{11181E STRAP & FASTENER SCHEDULE (o) 1r{.,Il. RAFTER STRAP & SIMPSON STRONG-DRIVE SD SCREW SCHEDULE PART/DESC. UPLIFT WALL FASTENER PLATE FASTNER RAFTER FASTENER PART/DESC. UPLIFT WALL FASTENER FASTENER PLATE FASTNER H1 435 - 6-SD9x1.5" 4-SD9x1.5" U H11Z 750 - H1 435 - 6-SD9x1.5" 4-SD9x1,5" C 6-SD9x1.5" 6-SDi0x1.5" H112 750 - 6-SD9x1.5" 6-SD10x1.5" H2A 495 5-SD9x1.5" 5-SD9x1.5" 2-SD9x1.5" H2A 495 5-SD9x1.5" 5-SD9x1.5" 2-SD9x1.5" H2.5A 540 - 5-SD9x1.5" 5-SD9x1.5" LLI H2.5 410 _ H2.5A 540 - 5-SD9x1.5" 5-SD9x1.5" 5-SD9x1.5" 5-SD9z1.5" H2.5 410 5-SD9x1.5" 5-SD9x1.5" - H2.5T 545 5-SD9x1.5" 5-SD9x1.5" - H2.5T 545 5-SD9x1.5" 5-SD9x1.5" o { H2A 495 7-SD9x1.5" 5-SD9x1.5' H2A 495 7-SD9x1.5" 5-SD9x1.5" a H3 320 4-SD9x1.5" 4-SD9x1.5" - U H3 320 4-SD9x1.5" 4-SD9x1.5" RAFTER H4 280 4-SD9x1.5" 4-SD9x1.5" - Q ��� H4 280 4-SD9x1.5" 4-SD9x1.5" H5 415 4-SD9x1.5" 4-SD9x1.5" RAFTER H5 415 4-SD9x1.5" 4-SD9x1.5" - pp LTS-12 895 6-SD9z1.5" 6-SD9x1.5" 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-SD9x1.5" 6-SD9x1.5" - 0LTS-18 1235 6-SD9x1.5" 6-SD9x1.5" -LTS-20 1215 6-SD9x1.5" 6-SD9x1.5" - MTS-12 895 7-SD9x1.5" 7-SD9x1.5" - LTS-20 1215 6-SD9x1.5" 6-SD9x1.5" - Q MTS-16 1075 7-SD9x1.5" 7-SD9x1.5" MTS 12 895 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-SD9z1.5" - MTS-20 1255 7-SD9x1.5" 7-SD9x1.5" - U PART/DESC. UPLIFT COL. FASTENER RAFTER FASTENER ., A21 245 2-10dx1.5" 2-10dx1.5" PORCH A23 585 4-t Odx 1.5" 4-10dx 1.5" En L7 A33 750 4-10d 4-10d p PART/DESC. UPLIFT COL. FASTENER RAFTER -... 2 E FASTENER _i WALL TO FLOOR w`g 6' (c) LSTA-18 1110 7-10d 7-10d ry l az PART/DESC. UPLIFT STUD FASTENER HEADER -,t H FASTENER 4 d TP-35 1110 5-3"x0.131" 5-3"x0.131" HEADER (d) C HP40, 41, 80, 4725 5-3"x0.131" 5-3"x0.131" E~ 81 m Oa.All straps can be substituted with an equvalent brand meeting same U strengths. b. Rafter ties to stud wall to be at every connection for 24"o.c. &can be every other for 16"o.c., but is required on corners and studs adecent to 9 OC709E8 MD corners. C.Only need on aluminum&vinyl sheathing walls. Wn.H 1*1 d.Headers over 6'span. ,ule _ -____ __ _. -..._ A SHOWN L I,.Elh-�lE.00a5.III"Hu d". A. W illlam E.Nears,III ' SMP SI,SMI 79,ICC 5185040 G' DD 1068404660w 04,070 Terme Iona.Honda 34734 T4*A 8 ACE *a' TLE T,I. C 4'n 4 GLOWS%. i Rwo", 13N 4,E o1 x r S - 4 -0 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20***NOT HVHZ APPROVED _2' k 1 OPTIONAL 2-24 PDECN REAM 6 2 C L- j a L 41 LOPTIONAL J-249 PLUS 1x4 POACH REAM �Aie 1 1 `2.I STUD LEDGER 1x6 51P COLUMNS TWGI 2.1 RAk 1 1 SECURE BOTTOM WITH COLUMN 815E USING/I/2"X S"LC UG hI NA 5UIW3P1 ear Et AND 12"STRAP TO TOP RATES IIITr-- , J',y I r/t"SD POSTS •11/111(1 i •I"O.C. N• SEE SECTION DETAIL 0W. RAILING h1 8i --�__ -�--.+ NOT I` IL ! 111 U r L-5, IN P r PORCH FLOOR o SECTION DETAIL-POST&RAIL W , SCALE:1'.1'-13" ! SIDE WALL ELEVATION WITH PORCH a 119 SCALE-3/A-..1-0' "MAx 21 A, !ill Imo .Mu, . YI NpOW STUD SPACING V 10 i in N N N N N N N N N I� V Q a O •cc ® f INMRCS 7 Rxs e'ro IJ' N7 < N CU 4 ■ u� vi Sd N N I I I I II I N N NL R \.. - J N SPLICE PRESSED Va R 1'aeI ON BOTH SIDES co ro PORCH WTH �, ri IO a aDFp STUD WALL PLAN VIEW SECTION WITH PORCH . XI 71 I SONE:3/P.t•-0" --[1 Q N 2-2A HEADER VOL, E"" _ _ SIDING CEKNO S UD ALUMNI AROUND PORCH ID 307100 CNORO5 a OUTS/0C PLRMIfT 0 Q c '----- 0'-0'WINDOW I G/YE[,PLISSES MA 2x1 STUD LEDGER I I SOWS Alq STW JILL IA POSTS 11/15 IS/3'W El THROUGH COLUMN elft AAO IY U1 STRAP AT TOP Ei POST AND Alli-SEE C ucmv r U 3•-O"WINDOW 3•-0'WINDOW D I OM •,••,,,u••• ': 3 JANUAR!2021 vRm mall NM w 3.0'WINDOW 3'•O'DOOR 3•-0'WINDOW =- __-_,..--= R �'� rE 1�D.LC SAS WN mom —_—=wow ----41.4 .,,,..'U U I ,, William E.Nem,Ill w SMP 51,SMIo79•ICC 5185010 PA' DO 60110649 OlMiaw Palate Terrace [w A I /.CE S' _ Gotha,71044643473[ YIJ IN P PORCH 7100# YWK uv. TLE 1 DT b I UP TO IG' I SECTION DETAIL-SIDEPORCH OPTION M4lll^'� `I� scALE:r.r-D• MI rAaE ITER STUD WALL,PLAN VIEW SECTION WITH SIDE PORCH ,'"�"r,:0 ma ao: SCALE:1/0".1'-0" S 5 o 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20"""NOT HVHZ APPROVED g tA S 1 1 II IMP 411111111 mitiposmmimisommagmn'i Li LLI O 1 SHED INSTALLED ON SUB a �I " Vs'noway ear s i��� Fl} Runs•006951Tf 0600005 8a OISOMIRr Or JOSH 8 2 2 e PT RAI Jas C 40'FARM ANCHOR 2 2 s P.r.an.ROTS 7 Ar re'o.c Q X_ BUILDING ANCHOR DATA z MODEL NUMBER LENGTH BAR DIAMETER EYE DIAMETER HELIX DIAMETER UPLIFT CAPACITY ra OMAN eRaMe4RWc,INC IN NORMAL SOIL - MOM WU MHO ANCHOR wAHC 8It[LOG3R PER MTE4OB 3'-4" .625 INCH 1.5 INCHES 4 INCHES 4500 LBF. ULT. U] C7 I,.I ❑ ce cel --——. BUILDING ANCHOR SCHEDULE—ALL SHEDS CONCRETE SLAB-MINIMUM 2500 Pm BUILDING SIZE 8-16' WIDE NO ANCH. O EA. TOTAL ANCH. E-.o 0 SIDE OF BLDG. PER BLDG. \-SHED HOD Ma 10-12' LONG 2 4 al of — 16-20' LONG 2 4 0, 24-26' LONG 3 6 30-32' LONG 4 8 40' LONG 5 10 C U m„Iy,�� WI 3 JANUARY 2021 TITAN.3. "NOW, i...YP1110Mb1 A''.fY Vio,u1 oAM- 131�.Ib1P11b YI12 On. AW.0149 SON is LACKS. Sr Aam. Mm """.n A'TM""I'oo CONCRETE ANCHOR DATA 'S"As SHOWN NW we 91.mum SW AmiAiO°iMm UPLIFT CAPACITY �G�mr ��+ .�I»c�.uc I-.111 16 .12 Hod AS.wa MODEL NUMBER LENGTH BOLT DIAMETER IN 2.5 KSI William E.bleary.111 0* ARA .17.,-0* MIM 84'D18.82'88^ ASTM Anwoo MICS2 0'-3 1/2" .500 INCHES 2200 LBS. SMP-51,9M1.79,ICC 5185010 7K. I1 rre IRE AMr MIDI AMIC1m 10649 Na,flw�0Stl0347349 Oaltview 7.95 1au [N0.A R.Ayr0M MIO! ,...77,',-tl 0060900 gN'' TLC M ! ��Ww y an is C11 FILE L001110N I�Mtassut♦mS WiE�G'dE 9 j ;�Sl�+' PN w. i S - 6 -O 2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN#Gable Roof Urban-20 46*NOT HVHZ APPROVED