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HomeMy WebLinkAbout21-1559 t f m Q City Of Zephyrhills PERMIT NUMBER z< '� 5335 Eighth Street Zephyrhills, FL 33542 BGR-001559-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/15/2021 Permit Type: Building General (Residential) Property Number Street Address 03 26 210130 00000 0630 6020 Zephyr Ridge Drive Owner Information Permit Information Contractor Information Name: PETER COYNE Permit Type:Building General(Residential) Contractor: HOMEOWNER Class of Work:Shed Address: Po Box 1981 Building Valuation:$2,000.00 ZEPHYRHILLS,FL 33539 Electrical Valuation:$0.00 Phone: (813)601-1813 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$2,000.00 Total Fees: Amount Paid::$75.$75.00 Date Paid:3/15/2021 11:05:05AM Project Description INSTALLATION 10 X 14 SHED Application Fees Building Plan Review Fee $25.00 Building Permit Fee $50.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRAC OR SI T ATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 ' Building Department Date Received lir Phone Contact for Permitting - // Owner's Name C,o Owner Phone Number Owner's Address 8 -4 11 r' ��ct ��. Owner Phone Number Fee Simple Titleholder Name v iv'e, Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS D 0 -Z r AA f LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT. = SIGN DEMOLISH INSTALL R. REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL( _ DESCRIPTION OF WORK ! /� BUILDING SIZE fl X + SQ FOOTAGE HEIGHT =BUILDING Is am a 0o•O VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER \' COMPANY © �N SIGNATURE f REGISTERED Y/ N FEE CURREN , Y/N Address - License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address , J License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LYIN License# - - - OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LXLN Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsnarge projects COMMERCIAL Attach(2)complete sets of Building.Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign.back of application,notarized If over$2500,'a Notice of Commencement it required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) n Reroofs if shingles 'c—Sdwersu-��Service Upgrades_A/C- Fences(Plot/Survey/Footage)`; n Driveways-Not over Counter.;ifoW.public road+n(ays.need's iOW ' ;j NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what]icensing requirements may apply for the intended work, they are advised to contact the Pasco County Building;Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors; he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will bo,,responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND:RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the.construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified-in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,-that.such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid-prior to receiving a "certificate of occupancy° or_final power release. If the project does not involve a certificate of•occupancy or final power release, the fees must be paid prior to permit issuance. �Fuhrthermore, if Pasco_County_ Water/Sewer Impact fees.are due,theymust-be paid prior to permit issuance in accordance with applicable Pasco County ordinances: - CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I certify that.I, the applicant, have been provided with a copy of the "Florida,Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture:and Consumer Affairs. If the applicant.is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver.it to the"owner-prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land .development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and-that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress 'Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic-Tanks. US Environmental Protection Agency-Asbestos-abatement. - - - - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in.Flood Zone"V"unless expressly permitted. If the fill material is to be used.in Flood Zone "A", it is understood that a. drainage plan addressing a "compensating volume" will be..submitted.at time of permitting which-is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used .in Flood Zone "A" in connection with a permitted building using stem.wall construction, I certify that fill will be used',only to fill the area within the stem wall. If fill material is to be used in any.area, I-certify that use of such, fill will. not adversely affect adjacent properties. If use of fill is found to adversely,-affect adjacent properties, the owner may be cited for violating the conditions of the building permit,issued under:the-attached permit application, for lots-less than one (1) acre which are elevated,by fill, an.engineered-drainage.plan'is required. If I am the AGENT FOR THE OWNER, I promise:in-good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand.that a separate permit,may be required for electrical work, plumbing, signs, wells, pools, air conditioning,.gas, or other- installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall:issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of.permit issuance, or-if-work authorized by the permit is suspended or abandoned for a period-of-six(6)months after.the time the.work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO.RECORD.A NOTICE OF. COMMENCEMENT-MAY RESULT IN YOUR PAYING TWICE FOR.IMPROVEMENTS TO YOUR`PROPERTY. IF YOU�INTEND TO OBTAIN FINANCING,,CONSULT WITH-YOUR LENDER OR AN ATTORNEY BEFORE.RECORDING-YOUR.NOTICE,OF COMMENCEMENT. FLORIDA JURAT(F.Sgo(or .03) P P. _ _ _ -- OWNER OR AGENT t CONTRACTOR Subscribed and sworn affirmed)before me is Subscribed.and sworn to(or affirmed)before me this by by Who is/are €�s�nally kn vyr�,to me or has/have produced Who Ware personall!m tq frle or has/have produced L as identification. -- /� as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,p=Ju ,,,.M5,7 Name of Notary typed,printed or stamped DONADO �•.; CARLOS MALDONADO GG 346275 _ � Commission#GG 3462T5 18,2023 =�. :o Ex fires June 18,2023yFaininsurance800.3g5.7019 ;r.....,.P; p_ For F� • Bonded Thm Troy Fain Insurance 8:7]019 DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS—BUILDING DEPARTMENT 1, have read and fully understand and agree to the provisions of this instrument. I The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile,that he or she actually occupies,or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That In the event various phases of construction are subcontracted, he,will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to 66 made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc.,where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as.your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000-. The building or residence must be for your own use or occupancy. It may not be built or substantially improved if for sale or lease,which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide worker's compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER'S SIGNATURE & E QL.-,A^_1C - DATE F4 ADDRESS rov-1c) -r4VW-J, Y,\-A I r2 PHONE WITNESS PERMIT I/Masterforms/OwnasAffidavit/NovO7 T< �E TOP LIC+TE LNGII EERTNQ LLC STRUCTURAL- ENia][NU January 20, 2021 Mr.Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Superior Sheds Plan# BUNG-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 61 G20-3.006 (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, William E. Neary, I Business Partner Top Line Engineering, LLC BILL.TLE@yahoo.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 o Florida 34734 o Phone 407-421-4037® Projects.TLE@yahoo.com FL Certificate of Authorization 31785 I 3 Please note::Any regarding local perrnThi g should be directed fo•the Mpnuforfuae. NOT APPROVED FOR HVHZ j The MantJfdctUrér's contactinforrnation can'f be founcl•IA"fhe:taf[e:.black ofth.e plans. STRUCTURAL LOAD LIMITATIONS 3; ~ . ': LISTING AGENCY APPROVAL- TOP LINE ENGINEERING, LLC. s.a WIND LOAD CRITERIA BUILDING CODE FBC, 7TH EDITION (2020) 1. 132 Vasd/170 Vult WIND SPEED(MPH) RESIDENTIAL CODE FRBC, 7TH EDITION (2O20) 2. I RISK CATEGORY 2323 S. VOLUSIA AVENUE ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE 3. II BUILDING CATEGORY BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED 4. ENCLOSED ENCLOSURE CLASSIFICATION ORANGE CITY, FLORIDA 32763 MANUFACTURER SUPERIOR SHEDS, LLC 5. GCpI =0.18 INTERNAL PRESSURE COEFFICIENT (877) 439-7433 AGENCY TOP LINE ENGINEERING, LLC 5. C EXPOSURE FACTOR AGENCY PLAN NUMBER BUNG-2O [ 6. 0.85 WIND DIRECTIONALITY FACTOR(Kd) GENERALNOTES CONSTRUCTION TYPE V-B 7. 0.85 GUST RESPONSE FACTOR(Gh) 1.FOUNDATION PLANS ARE NOT PARTOF THIS PLAN SETAND ARE GOVERN EDBY LOCAL JURISDICTION. FIRE PROTECTION NO 8. Pr=-93.0 PSF MAIN FRAME STRUCTURE 2.BUILDINGS AREAPPROVED FOR RESIDENTIAL LAWN STORAGEONLY FIRE SUPPRESSION SYSTEM NO OVERTURNING LOAD 3.THISBUILDING IS EXEMPT FROMTHEFECC PERSECTIONS R101.4.2.4,R402.1. OCCUPANCY UTILITY 4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTSTO MEETCODE. ALLOWABLE # OF STORIES 1 9. COMPONENT&CLADDING LOAD 5.ALL LUMBER FOR CONSTRUCTION WILL BE#2 SYPEXCEPT AS NOTED. WIND VELOCITY 170 MPH f� 6.GUTTERS SHALL BE SITE INSTALLED PERTHELOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING FIRE RATING OF EXTERIOR WALLS 0 ,1 f Y OF Z (ROOF) REQUIREMENTS. FLOOR LIVE LOAD - STANDARD 75 PSF P XAMINE Pr=ZONE 1:-35.63 PSF, ZONE 2: 35.63 PSF, ZONE 3: 65.26 PSF 7.ALL WINDOWSAND DOORS TO MEETTHE MINIMUM SPECIFICATIONSPERTHEAPPROVED PLANS AND THE FLOOR LIVE LOAD - OPTIONAL 125 PSF LANE R (WALL) FLORIDA BUILDING CODE. FLOOR DEAD LOAD 10 PSF PW= ZONE 4:-39.14 PSF, ZONE 5:-46.89 PSF 8.IN ACCORDANCE WITH FBC 1609.1.2,'STORAGESHEDSTHATARE NOT DESIGNED FOR HUMAN HABITATION ROOF LIVE LOAD 30 PSF AND THAT HAVE A FLOORAREA OF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLY WITH THE ROOF DEAD LOAD 10 PSF . "R" RATING OF FLOOR,WALL,&ROOF N 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE MANDATORY WINDBORNEDEBRIS IMPACT STANDARDS OFTHISCODE' /A UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET 9.IN ACCORDANCE WITH FBC 1010.1.1,EXCEPTION(10.)BUILDINGS THATARE400 SQ-FTOR LESS AND THAT MODULES PER BUILDING 1 IN HEIGHT. ARE INTENDED FOR USE IN CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES ARE NOT SUBJECTTO SQUARE FOOTAGE 719 SQ/FTMAX. THE DOOR HEIGHT AND WIDTH REQUIREMENTSOF THIS CODE.STRUCTURES 400 SQ-FTOR MORE SHALL HURRICANE PROTECTION USAGE NO SEISMIC LOAD: N/A HAVEAN 80"MINIMUM DOOR. HURRICANE SHELTER USAGE NO FLOOD LOAD: 10_.LN ACCORDANCE WITH FLORIDASTATUTE553.80(1)D,LAWN STORAGE BUILDINGS AND STORAGESHEDS HVHZ APPROVED NO NOT TO'BE SUBMERGED OR BEARING THE INSIGNIAOFAPPROVALOFTHE DEPARTMENT ARENOTSUBJECTTO553.842(FLORIDA THIS BUILDING IS SUBJECTED TO NOT DESIGNED AE ION WHEN LOCATED IN A FLOOD PRODUCTAPPROVALS)BUTSHALL MEET THEDESIGN WIND LOAD REQUIREMENTSOFTHE2020 FBC7TH PRONE OR ZONE AREA,FINISH FLOOR ELEVATION MUST BE 11.FLATMETAL STRAPS CAN BE BENTAROUND STRUCTURAL MEMBERS OF WALL STUDS,TRUSSES, TOP LINE ENGINEERING, LLC LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL CHORDS,ETC.TO HELP SECURE THESE MEMBERS,PROVIDED THATTHEADDED BEND DOES NOT SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH INTERFERE WITHANY OFTHE EXISTING BREAKS/BENDS IN THESTRAP. ALL UCJ pLy WITH P THE LOCAL FLOOD ZONE REGULATIONS. DA jjIO ODE, RETAILING 12.AS PERFBC SECTION 1626.1 EXCEPTION(F):STORAGE SHEDSTHATARE NOT DESIGNED FOR HUMAN HABITATION AND HAVE A TOP LINE ENGINEEW LLC DRAWING INDEX TO COMPLY WITH THE TMANDATOROYWINDBORNEDEBRIS MPACTSTANDARD5OF THIS CODE. NOT REQUIRED ,•' STRUCTURAL ` CTRIO+CODE, W1�Itam 1 13.COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION_ i Il ND DINA GP l'HYRHI(,1.8 [ E. Neary, ` Cl COVER SHEET 14.SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. Al FLOOR PLAN 15.IF A WALL IS FRAMEDFOR FUTURE HVAC UNITSTHAT SHALL BE APPROVED BYTHEAHJ AND SHALL SIP-S , SIVII-79, ICE 5185040 A2 SIDEWALL FRAMING COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. 10649 Oakview Pointe Terrace 16.WINDOWSAND DOORS INSTALLED BY THE CUSTOMER THAT SHALL BE APPROVED BY THE AHJ AND Gotha, Florida 34734 A3 FLOOR FRAMING SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. A4 ROOF FRAMING 17.HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. CONSULTING ENGINEER a A5 CROSS SECTIONS JULIO ORBEGOSO 0 A6 ENDWALL FRAMING FLORIDA U BUNGALOW SHED PE LICENSE#38769 z A7 SCHEDULES V) DESIGN PRESSURES ° +/_20 PSF MODULAR STRUCTURE FOR: U) DOORS. SUPERIOR SHEDS Julio DATE: 01-19-2021 a WINDOWS: +/_40.10 PSF (877)439-7433 DRAWN: R.L.G. 2323 S.VOLUSIA AVE.ORANGE CITY, FL 32763 "oRa Orbegos _ _ • O .J� \O.�LENgF C��1 ,- 21 1 �`a ,' N.-38765 � 2 JOB: SS20-BU-NONH MODULAR PLANS DESIGN, CO. *: * *_ 2 SHEET NO. o I STATE OF 0 c i I ,sSoNA �G 09:03:39 N OT AP PROVED FOR HVHZy o M Q I)U L A R 202 DORIS DRIVE.,DARE 105 OFFICE 863.686.1050 -05'00' LAXO PLANS DESIGN, CO. 338 D,Fwwon COLE@MODULARPLANSC000M 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN #BUNG-20 *** NOT HVHZ APPROVED A A A5 A2 CEILING J-BOX LINE SOURCE - ----1 I I 2"X4"SYP#2 STUDS @ N L° I -- 24"O.C W/SISTER STUDS. ' 4-0"FROM ENDWALL i LINE I }L J w of ( h : o A6 SINGLE POLE NEUTRAL G.F.I. Tl SWITCH OUTLET / XQ X _ i ELECTRICAL NOTES&OPTIONS: 2"X4" SYP STUDS # @ 24'O.C. AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE - - - CABLE. UNLESS OTHERWISE PROVIDED, CABLES SHALL BE B SECURED AT INTERVALS NOT EXCEEDING 6FT.CABLES A5 CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO LARGER THAN 10 AWG SHALL BE SECURED WITHIN 12 W.OF EVERY BOX,CABINET, FITTING„OR OTHER CABLE TERMINATION. -ALL WIRING SHALL BE 14 GAUGE 3-WIRE MC CABLE. -ENCASE IN ALL METAL BOXES_ SHED OVERALL LENGTH(MAX.40'-0") MAXIMUM NO.OF OUTLETS: 7 NOTE:SHOWN IS THE 10'-O"x 20'-O"W/6'-0"PORCH OPTION MAXIMUM NO.OF LIGHTS: 8 FLOOR PLAN NOTE: SCALE:3/8^=ro^ SHEDS TO HAVE A MAXIMUM ELECTRICAL WIRING DIAGRAM OF 5 DOORS AND 10 WINDOWS SCALE:NOT TO SCALE NOTE: CONSULTING ENGINEER Z 1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb JULIO ORBEGOSO = 1200 PSI OR GREATER 0 2.MIN. ROOF SHEATHING:29GA CORRUGATED METAL BUNGALOW SHED PE FLORIDA LICENSE#38769 z 3. MIN. FLOOR SHEATHING:%4'PLYWOOD 4. MIN.WALL SHEATHING: D4 ALUMINUM SIDING o MODULAR STRUCTURE FOR: DATE: 01-19-2021 NOTE: SUPERIOR SHEDS Julio (877)439-7433 23"SECTIONS OF 29GA CORRUGATED METAL SIDING rr� .E� rho. t tr G ccc 2323 S.VOLUSIA AVE. ORANGE CITY, FL 32763 ="1 "`<, OrbeaO DRAWN: R.L.G. o FASTENED WI%4'#8 HEX WASHER SELF DRILLING -' STRUCTURAL ENGIN1 Iz� ` \o.O..... J.. - SCREWS @4 ON EDGE&6"IN FIELD ,h JOB: SS20-BU-NONH William E. Neary, III MODULAR PLANS DESIGN 2 0, CO. Na 98769 0 SMP-51, SMI-79, ICC 5185040 � ; �1'.. $_0 9, STATEOF SHEET NO. 10649 Oakview Pointe Terrace Gotha, Florida 34734 :.x� � 09.03.5 ° M O D U L AR ry ZEE AND,FiORIDA urr105 OF F 863.6 8.716 -05' PLANS DESIGN, CO. 33813 COLE@MODULARPLANSCO.COM 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED 3"X6"MITEK MT20 OR EQUIVALENT ENDWALL 2"X4"SYP#2 ROOF TRUSSES @ 24"O.C. SINGLE F "X4" SYP#2 H D 2"X4"'SYP#2'BOTTOM LA VARIES 12"MAX. VARIES i • rte, 4"X4"SYP#2 HEADER SEE HEN ER W tSC2[L] NccEuc,LLc 2"X4"SYP#2 KI G UD DETAIL STRUCTURALEUINEER5 2"X4"SYP#2 JACK STUD _ > William 79,ICC,tl[ o SMP-51,SMI-7,,,[CC 5185040 10649 Oak,rfew Po€nte Terrace I Ln•2"X4"SYP#2 KING STUD W Gotha,Florida 34734 ENDWALL DOOR & WINDOW 6'-0" WIDE OR LESS "X4' HEADER R DETAIL SCALE:NTS FLOOR DECKING CONT.) SCALE:NTS2"X4"SYP#2 STUDS 7 II f 2"X4"SYP#2 SOLE PLATE 2"X4"SYP#2 STUDS.@ 24'O.C. II / _______ ________ _______ 7 2"X6"SYP#2 PERIMETER 2"X4"X60"SYP#2 SISTER STUD ATTACHED W/1Gd COMMON 4"X4"P.T.SKID(GONT.) NAILS @ 4"O.C. SHED LENGTH(MAX.40'-0") ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS: AND FLOOR FRAMING W/SIMPSON -%s"OSB OR SHEATHING EQUIV.OR BETTER I H8 TWIST STRAP wl 4-10d NAILS -CORRUGATED ALUMINUM "F,qp ON TOP INTO STUD, SECURING -D4 ALUMINUM SIDING `�FNpWgC INTO RIM JOIST ON BOTTOM A SIDEWALL FRAMING OR-JAMES HARDIE PANEL OR EQUIV. C "Ti-Il SIDING I W!4-10d NAILS(TYPICAL) �` SCALE:3/8"=1'-0• . -JAMES HARDIE HORIZ.SIDNG LAP OR EQUIV. NOTE: -29 GA CORRUGATED STEEL METAL SIDING SISTER STUD DETAIL RUN ANY DIRECTION) -_- _. WALL FRAMING MEMBERS ARE CONTINUOUS FROM 1OR SCALE:NTS I I FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A -THERMO-PLY BLUE(0.135 THICK) CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE WI VINYL SIDING E .� 3"X6"MITEK MT20 1 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES, OR CLIPS / / OR EQUIVALENT CONSULTING ENGINEER ® SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS } ; JULIO ORBEGOSO Q i r 1 'OR 16"X4"BETWEEN THAN 0.040' NOMINAL THICKNESS. AlTUDS.VENT IS SECURED NL I I I I FLORIDA T THING AS PER BUNGALOW SHED PE LICENSE#38769 z f Fl IJ4 1CTURES INSTRUCTIONS o ♦. i f /s ✓ MODULAR STRUCTURE FOR: a / ST,OP5tJL TE. f�� /' OROSBFILLEROR(1)4"x4" SUPERIOR SHEDS Julio / O EG t / (877)439-7433 DRAWN: R.L.G. � �/ 2323 S.VOLUSIA AVE. ORANGE CITY, FL 32763 oRaF' Orbego O o �/ r' SXP# ST�t1D5.'' 2'x4"SYP#2 '� . ,CEN$E.-.so JOB: SS20-BU-NONH ' N".38769 �� O � KING STUD `, MODULAR PLANS DESIGN, CO. *; * *-202 •0 N �/ \�J f//� • � ` a. �o'''. 6TATEof :�`�, 0 SHEET NO. � 09:04:0 F a OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR & WINDOW (TYPE - - MODULAR -050 ' SCALE: /\2 NTS 202 DORIS DFWE.,SUNS 106 OFFICE:063.688.1054 SCALE:NTS LAKELAND,FLORIDA FAX 863.668.71'18 OPLANS DESIGN, CO, 33813 coLE@Moou ARPLANSCO.COM 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED SHED OVERALL LENGTH(MAX..40-0") SKID RUNNER SPADING* ` H 1 2"X6"P.T. FLOOR JOISTS @ WIDTHS 6'-0" 8'-0" 10'-0" 11'-8" 13'-8" 24"O.C. OPTIONAL 125PSF A 0'-10" 0'-9" 1'-7" 2'-8" 1'-1.0.5" @ 16"O.C.TYP W//"T&G B 51" 6'-6" 6'-10" 6'-4" 1'-10.5" C - - - - 1 -10.5" *VALUES ARE FROM END OF JOIST TO CENTERS OF I=- (2)4"X4"SKIDS ONLY. 13'-8"WIDE SHEDS HAVE(4) SKIDS. m U o 2"X4" P.T.SYP#2 � o PULLING BLOCK z 0) 9 co 4"X4" P.T.SKIDS ATTACHED co W/H24 OR EQUIV. SEE TABLE 2 FOR QUANTITY&SPACING TC1E:[.FiE ENJG[NEERING.. LC� STIZUCIiJ'LLALI�tGiERS William E. N.eary, III SMP-51,SML-79, ICC 5185040 10649 Oakviewv Pointe Terrace 2X6"PERIMETER RAIL Gotha, Florida 34734 FLOOR FRAMING PLAN FLOOR SHEATHING : SCALE-S,a"=r-o• -%" PLYWOOD -%q" P.T. PLYWOOD - FLOOR SHEATHING 2-112"X 112" 3q T&G n THRU-BOLT -/q P.T.T&G SIMPSON HL33 HEAVY ANGLE _ 2"x6"CONTINUOUS P.T.FLOOR JOIST _ CONSULTING ENGINEER Z JULIO ORBEGOSO 1112" FLORIDA NOTCH BUNGALOW SHED PE LICENSE #38769 4"X4"P.T.SKID o MODULAR STRUCTURE FOR: DATE: 01-19-2021 4-112"X1,2" SUPERIOR SHEDS Julio THRU-BOLT (877)439-7433 DRAWN: R.L.G. Orbego O g F2323 VOLUSIA AVE.ORANGE CITY, FL 32763 O oRag�,, FLOOR JOIST TO SKID CONNECTION No.387fi9 =2021.01. JOB: SS20-BU-NONH MODULAR PLANS DESIGN,CO. _* * . *_ SCALE:NTS - =� �z SHEET NO. OL,1� 09042 /blfll«}` MODULAR -05'09V O LAKELAN0,FLORIDA RE 105 O FAX 0 8 OPLANS DESIGN, CO. 338;3 COLE@MODULARPLANSCO.COM 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED NOTE: INSTALLATION FOR ALL ROOF SHEATHING OPTIONS AS PER MANUFACTURER INSTRUCTIONS SIDEWALL BELOW - D4 ALUMINUM ROOFING ^w ^w^ LL I..L O O J J U M 2"X4"TRUSSES @ 24"O.C. i0D o E Q RIDGEI JE Q ❑ o wr z z o w w 0o 1."Xr RUNNERS ( w w a o '• SHED LENGTH(MAX.40'-0") ROOF FRAMING PLAN CONSULTING ENGINEER I Z SCALE:3/&=1-O JULIO ORBEGOSO FLORIDA BUNGALOW SHED PE LICENSE #38769 [ Z c i ' o MODULAR STRUCTURE FOR: k Cn DATE: 01-19-2021 SUPERIOR SHEDS Julio (877)439-7433 Nfff,,, DRAWN: R.L.G. A TE3P T NEl £yCTt�EEfU Cs LLe 2323 S.VOLUSIA AVE. ORANGE CITY, FL 32763 oRBE� Orbego O 1 0-BU-NONH JOB `'J�+,. JGENSF•'OtSO 202 •0 1 William E. Neary, III ` MODULAR PLANS DESIGN, CO. - No.38769 : SS2 SMP-51, SMI-79, ICC 5185040 ` '` �' STA 0 :� SHEET NO. = 10649 Oakvu vie Pointe Terrace , �Fs �•� G �' Gotha, Florida 34734 0 i ° MOD ULAR A R ZWKE ANO,FLOR OA fiE 165 OFFICE: FAX 863668.718 -05 0 OPLANS DESIGN, CO. ' " COLE@MOOULARP ANSCO.GOM -�-- --^�----^--- - ------�--- --2021-01-2Q TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT H V HZ APPROVED �-----�--��-- -------------�----- � J SISTER STUDS FOR.4'-0" SISTER STUDS FOR 4'-0" FROM ENDWALL(TYP). TYPICAL STUD SPACING 24"O.C.MAX FROM ENDWALL(TYP) MIN. 3:12 2"X4" ROOF TRUSSES ENDWALL /- 2'X4"SYP#2 COLLAR TIE 2"X4"SYP#2 ROOF TRUSSES @ 24"O.C. 2"X5" MITEK MT20 ` = OR EQUIVALENT VARIES 12"MAX. VARIES _ -ir to w SEE HEAD 2. 2"X4"SYP#2 STUDS DETAIL E _ @24"O.C. w co = 2"X4"SYP#2 BLOCKING w iY Q > FLOOR DECKING CONT.) w 4"X4"P.T.SKID(CONT.) 2"X4"SYP#2 STUDS @ 24"O.C. X FLOOR DECKING (CONT.) 2"X4"SOLE PLATE. 2"X4"SOLE PLATE FLOOR JOISTS @ 16"O.C.. 2:"X6"'PERIMETER 2 X"PERIMETER SHED WIDTH 4"X4'P.T.SKID(CONT.) (6'-0",.8'-0",10'-0", 11'-8 , 13r81) . -/ SHED LENGTH(MAX.40'-(Y") ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS: A CROSS SECTION 'A' AND FLOOR FRAMING W/0.039" -% "OSB OR SHEATHING EQUIV.OR BETTER IMM x12 STRAP w/4-10d NAILS AA5SCALE:3/B"=r-o" ( ") -CORRUGATED ALUMINUM ON TOP INTO STUD,SECURING I B CROSS SECTION 'B' -D4 ALUMINUM SIDING INTO RIM JOIST ON BOTTOM A5 SCALE 3IB"=r-o' -y"OR 5/"T1-11 SIDING W/4-10d NAILS(TYPICAL) -JAMES HARDIE PANEL OR EQUIV. NOTE: -JAMES HARDIE HORIZ.SIDNG LAP OR EQUIV. 2"X4"STUDS TO BE Fb= 1200 PSI OR GREATER -29 GA CORRUGATED STEEL METAL SIDING (RUN ANY DIRECTION) -THERMO-PLY BLUE(0.135 THICK) CONSULTING ENGINEER I Z NOTE: W/VINYL SIDING JULIO ORBEGOSO l na WALL FRAMING MEMBERS ARE CONTINUOUS FROM FLORIDA FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A BUNGALOW SHED PE LICENSE#38769 CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE W NOT CONTINUOUS, SHEET METAL CLAMPS,TIES,OR CLIPS SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS MODULAR STRUCTURE FOR: DATE: 01-19-2021 THAN 0.040"NOMINAL THICKNESS. SUPERIOR SHEDS JUlIO (877)439 7433 Orbego DRAWN: R.L.G } . unn,q LINE;E GINLE[tit�G LLC 2323 S.VOLUSIA AVE.ORANGE CITY, FL 32763 oReF {"'"�' TOP SRUCI�U.RALL'E'GII\EI<RS , Vi ;; "0.3676 2021 ,01 ,2 JOB: SS20-BU-NONH William E. Neary, III LA MODUR PLANS DESIGN, CO. _*; * *_ SMP 51, SMI-79, ICC 5185040 ':?o� 0 SHEET NO. = 10649 Oakview Pointe Terrace 09 [? aun„tt a Gotha, Florida 34734 T T MODMOD ■ 1 L A 202 DORIS DRIVE.SURE 105 OFFICE:66.686.1054 -05 0O VV L ELAND.FLORIDA FAX:86.688.7116 OPLANS DESIGN, CO. 33813 COLEI MODU ARPLANSCO.COM 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED 2"X5"MITEK MT20 OR EQUIVALENT 2"X5" MITEK MT20 MIN.3:12 OR EQUIVALENT MIN. 3:12 2"X4"ROOF TRUSSES MIN.3:12 MAX. 8:12 MAX.8:12 MAX.8:12 "X4"S P#2 S IDS (2)2"X4" SYP#2 HEADER 2"X4"SYP#2 STUDS @24 D.C. @ 24"O.C. (2)2"X4"SYP#2 HEADER 2"X4"SYP#2 BLOCKING 2" "SYPt BLOC ING = / _ _ _ _ _ = __ __ _ _ _ cn MAX 108" 2"X4" SYP#2 2"X4" OLE F ATE SOLE PLATE MAX 36" 2"X6"PERIMETER ____ ____ _____________ = SHED WIDTH SHED WIDTH SHED WIDTH (6'-0",8'-0" 10-0 ,.11:'=8",13'-8"). (6'-0",8'-0", 10'-0", 11'-8",13'-8"): (6`-0", 8'-0", 10'-0", 11'-8", 13'-8") 4"X4" P.T.SKIDS ATTACHED W/ 4"X4"P.T.SKIDS ATTACHED WI SIMPSON H24 OR EQUIVALENT. SIMPSON H24 OR EQUIVALENT. SEE TABLE 2 FOR SPACING- SEE TABLE 2 FOR SPACING. A ENDWALL FRAMING B ENDWALL FRAMING B ENDWALL FRAMING A6 SCALE 318"=1`-0" _ A6 SCALE:3/8"=1'-a A6 SCALE:3/8"=T-0" -_ CONSULTING ENGINEER Z JULIO ORBEGOSO FLORIDA 0 BUNGALOW SHED PE LICENSE#38769 Z o MODULAR STRUCTURE FOR: DATE: 01-19-2021 SUPERIOR SHEDS Julio (877)439-7433 DRAWN: R.L.G. t1GtNEttl LtC 2323 S.VOLUSIA AVE. ORANGE CITY, FL 32763 oReF ., Orbego 0 STILUCI.0 ELAL LI Gft,uis4��ueervse S ❑ r William E. Newry, III - _ MODULAR PLANS DESIGN, CO * No.*69 2021 ,01 . JOB: SS20-BU-NONH SMP-51, SMI-79, ICC 5185040 .. STATE OF �` 0 SHEET NO. 10649 Oakview Pointe Terrace ► SS�oNALE`'G'` 09:05:07 Gotha, Florida 34734 ° IMIODULAR -05'0 CJ 202 0DRIS DRIVE.,SUITE 105 OFFICE:663.688.1050 O PLANS DESIGN, CO. 33813 D,FLowDA RPLANO.CO8 33613 COLE@MODDLARPLANSCO.COM 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 NOT HVHZ APPROVED SIMPSON STRONG DRIVE&STRAP-SD SCREW SCHDEULE FASTENING SCHEDULE (FBC TABLE 2304.10.1) PART#/DESC. UPLIFT WALL FASTENER RAFTER FASTENER PLATE FASTENER AT 24"O.C. STAGGERED ON OPPOSITE HI 435 - 6-SD9xl.5 4-5O9x1.5 CONNECTION FASTENING CONNECTION 24.BUILT-UP GIRDER AND BEAMS 204 COMMON 4 X 0.192")AT 32"D.C. FACE NAILAT TOP AND BOTTOM " H11Z. 750 6-5010x25" 6-5O10x2.5 1.JOIST TO SILL OR GIRDER 3-94 COMMON(21/2'X 0.131") TOENAIL 3"X0.131 NAILS 3-3'14 GAUGE STAPLES 3"14 GAUGE STAPLES AT 24"O.C. SIDES H2A 495 5-$09x1.5" 5-SD9x1.5" 2-309x1.5' 2.BRINGINGTO.JOIST 2-84 COMMON(2112"X 0.131") TOENAIL EACH END 2-200 COMMON(4'X 0.192") H2.5R 540 - 5-509x1.5" 5-509x1 S' ,2-84 COMMON(21/2"X0.131") 3-3'X0.131"NAILS FACE NAILAT ENDS AND AT H2.5. 410 5-SD9z1.5" 5-509x1.5" 2-3°14 GAUGE STAPLES 3-3"14 GAUGE STAPLES EACH SPUCE H2.ST 545 5-509x1.5" 5-S09x41.5' - 91.5" - H2A 495 7-509x1.5' 5-50 3.1"x6"SUBFLOOR OR LESS TO EACH JOIST 2-84 COMMON(2 112'X 0.131' FACE NAIL 25.2"PLANKS 160 COMMON(3112^X 0.162') AT EACH BEARING H3 320 4-SD9xl.5" 4-SD9x1.5" 4.WIDER THAN 1'x6"SUBFLOOR TO EACH JOIST 3-Rd COMMON(21/2'X 0.131') FACE NAIL 26.COLLAR TIE TO RAFTER 3-100 COMMON(3"X 0.148 MIN. FACE NAIL RAFTER 5.2"SUBFLOOR TO JOIST OR GIRDER 2-164 COMMON 3112"X0.162") BLIND AND FACE NAIL 4-3"XO.131'NAILS H4 280 4-509x1.5' 4-S09x1.5" 43I4 GAUGE STAPLES HS 415 4-SD9z1.5" 4-509x1.5" - 6.SOLE PLATE TO JOIST OR BLOCKING 16d(3 112-X 0.135")AT 16"O.C. TYPICAL FACE NAIL - 3"X 0.131 NAILS AT 8'O.C. 27.JACK RAFTER TO HIP 3-100 COMMON(3"X 0.148") TOE NAIL LTS-12 895 6-509x1.5" 6-509x1.0 3"14 GAUGE STAPLES AT 12"O.C. 4-3"X 0.131 NAILS LTS-16 1075 6-509x1.5" 6-509x1.5' 4-3"14 GAUGE STAPLES LTS-18 1235 6-509x1.5" 6-SO9x1.5" - SOLE PLATE TO JOIST AT BLOCKING AT 3-160 COMMON(31/2'X 0.1350 AT 16"O.C. BRACED WALL PANEL 4-3"X0.131"NAILS AT 16"O.C. BRACED WALL PANEL 2-164 COMMON(31/2"X 0.162") LTS-20 1215 6-SD9x1.5' 6-509x1.5" 4-3°14 GAUGE STAPLES AT I6"O.C. MTS-12 895 7-509x1.5" 7-509x1.5" 3-3"XO.131"NAILS 3"X 0.131"NAILS FACENAIL MTS-16 1075 7-509x1.5" 7-S09xl.S - 7.TOP PLATE TO STUD 2-160 COM12'X0.1621 END NAIL 3-3"14 GAUGE STAPLES AILS 3-2"X 0.131"NAILS 28.ROOF RAFTER TO 2-BY RIDGE BEAM 2-184 COMMON(31/2"X 0.162'0 TOE NAIL MTS-18 1255 7-509x1.5' 7-509x1.0 - 3-3"14 GAUGE STAPLES 3-3"X 0.131 NAILS MTS-20 1255 7-509x1.5' 7-SD9x1.5" 3-3"14 GAUGE STAPLES PART#/DESC. UPLIFT COLUMN FASTENER RAFTER FASTENER 8.STUD TO SOLE PLATE 4-Ed COMMON(2112"X 0.131°) TOE NAIL 4-3X0.131 NAILS 2-160 COMMON(31/TX 0.162') A21 2-SD9x1.5' 2- 9xl.0 3-3"14 GAUGE STAPLES PORCH 523 _ 4-509x1.5" 4-SD SO9x1.5 3.3"X 0.131"NAILS 2-160 COMMON(3112"X0.162') 3°14 GAUGE STAPLES FACE NAIL A33 - 4-SD9zL5' 4-SD9x1.S -- PART#IDESC. UPLIFT WALL FASTENER FLOOR FASTENER 3-3"X 0.131'NAILS END NAIL 29.JOIST TO BAND JOISTFACE NAIL 3-i6d COMMON(3 1I2'X 0.135') 3-3"14 GAUGE STAPLES 4-3"X 0.131'NAILS BTM PLATE LSTA-18 1235 7-509x1.5" 7-509x1.5' 4-3"14 GAUGE STAPLES PART#/DESC. UPLIFT WALL FASTENER FLOOR FASTENER 9.DOUBLE STUDS 164(3 X 0.135')AT 24"O.C. FACE NAIL 3"X 0.131 NAILS ATE O.C. 30.LEDGER STRIP . 3-164 COMMON(31/2'X 0.162") FACE NAIL AT EACH JOINT TIE-DOWNS 20Gq 1-1/4"WIDE 4725 7-SD9z1.5" 3 14 GAUGE STAPLES AT 8"D.C. 4-3"X0.131"NAILS 518"x30"ANCHOR 4300 _ 10.DOUBLE TOP PLATES 160(3 112"X 0.135")AT 16"O.C. TYPICAL FACE NAIL 4-3"14 GAUGE STAPLES A ONLY NEEDED ON ALUMINUM SHEATHING WALLS. 3"X 0.131 NAILS AT 8"O.C. 31.WOOD STRUCTURAL PANELS AND 112^AND LESS 64(0,1,0) B.HEADERS OVER 6'SPAN. 3"14 GAUGE STAPLES ATE O.C. PARTICLEBOARD(B)SUBFLOOR.ROOF AND 2318'X0.113"NAIL(N) DOUBLE TOP PLATES 8-160 COMMON(31/2^X 0.135)AT 16-O.C. LAP SPLICE WALL SHEATHING(TO FRAMING) 1 314.16 GAUGE(O) 12-3"X 0.131"NAILS AT IS O.C. 19/32'TO 3/4" 84)0)OR Ed(E) STRAP&FASTENER SCHEDULE' 12-3"14 GAUGE STAPLES AT 16"O.C. 2318"X0.113'NA L( 6"O.C.EDGES AND INTERMEDIATE PART#1DESC. UPLIFT WALL FASTENER RAFTER FASTENER PLATE FASTENER 11.BLOCKING BETWEEN JOISTS OR RAFTERS 3.84 COMMON(2112'X 0.131") TOENAIL SINGLE FLOOR(COMBINATION SUBFLOOR- 2.16 GAUGE(P) 4"O.C.AT COMPONENT AND UNDERLAYMENT TO 19132'TO 314"FRAMING TO TOP PLATE 3-3'X 0.131'NAILS CLADDING EDGESTRIP#ZONE 3 _ 718"TO 1" 8d(C) H1 400 61 d x2.5 4-Bd 3-3'14 GAUGE STAPLES (REFER TO FIG.30.5-1 OF ASCE 11/8'TO 11/4' 10d(D)ORBd(D) 7) H1 1Z 750 - 6.160x25" 6-5dxl..S 12.RIM JOIST TO TOP PLATE 04 COMMON(2 112"X 0.131 AT 6"O.C. TOENAIL 3/4"AND LESS 6d C H2A 495 5-Bdx1.5" 5.80x1.5" 2-80x1.0tt ) ' H2.5A 535 - 5-Ed 5-Sd 3"X 0.131"NAILS AT 6"O.C. 718"TO I" Bd(CI H2.5 410 S-Sd 5-Sd _ 3"14 GAUGE-STAPLES AT6'O.C. 1 118^TO 1 1/4' 10d(D)OR Bd(D) 13.TOP PLATES,LAPS AND INTERSECTIONS Z--16d.COMMON(31/2"X 0.162-) FACE NAIL (TO FRAMING)(Q) 1/2"OR LESS 6d H2.5T 545 5-8d 5-Ed - 32.PANEL SIDING H2A 495 7-8dx1.5" 5-60x1.5" _ 3-3'X0.131"NAILS 3-3'14 GAUGESTAPLES SB" �(� HS 320 4-Sd 4-Sd 33.FIBERBOARD SHEATHING(G,Q) 1/2'AND LESS NO.11 GAUGE ROOFING RAFTER(B) H4 235 4-Sd. 4•Sd _ 14.CONTINUOUS HEADER,TWO PIECES 16d COMMON(3 1/2°X 0.162'0 16'O.C.ALONG EDGE NAIL(H)Ed COMMON NAIL H5 265 4-Sd 4-80 - 15:CEILING JOISTS TO PLATE 3-184 COMMON(3 TIT X.0.131"0 TOE NAIL y5/32^ (S2'XG.1E 1 NO.16 GAUGE 6"O.C.EDGES AND INTERMEDIATE 5-3'X0_131"NAILS (I)NO.11 GAUGE LTS-12 620. 6-lodz1.5" 5-100x1.5" 3-2"14 GAUGESTAPLES NAIL(H)8d COMMON NAIL LTS-16 620 6-10tlx1.5" 6-10dx1S - (2 1/25x0.131")NO.16 LTS-18 620 6-100x1.5 6-100x1 S' 16..RIM JOIST TO TOP PLATE 4-Sd COMMON.(2112"X 0.131' TOENAIL GAUGE STAPLE(I) 17..CEILINGJOISTS,LAPS OVER PARTITIONS 3-16d COMMON(31/2'X 0_135)MIN, FACENAIL 34 INTERIOR PAN.FL ING 114- 4tl LTS-20 620 6-100x1.5' 6-10dx1S' - (SEETASLE230&10.4_1) 4-3"X-0.131'NAILS (J) 6'O.C.EDGES AND INTERMEDIATE MTS-12 860 7-10dz1 S' 7-10dz15" 4-3"14 GAUGE STAPLES 3/8" 64(K) MTS-16 860 7-10dX1S'_ 7-19tlk1S' - A.COMMON OR BOX NAILS ARE PERMITTEDED TO BE USED EXCEPT WHERE OTHERWISE STATED. MTS-10 860 7-104415' 7-000x1 S' _ 18:.CEILING JOISTS TO PARALLEL RAFTERS 3-184 COMMON(3 1'12'X 0.135).MIN. FACE NAIL B.NAILS SPACED AT 6 INCHES ON CENTER ON CENTER AT 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT (SEE TABLE 2308.10.4.1) 4-3"X 0.131"NAILS SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAGRAMS ( MTS-20 860 7-100/1.5" 7-100/1.5" 4-3"1.4 GAUGE STAPLES AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHETHING ARE PERMITTED TO BE COMMON,BOX OR CASNG, C.COMMON OR DEFORMED SHANK(6d-21/2"x 0.1138d-2 1/Tx 0.131";100-3"x 0.148"). PART#/DESC:. UPLIFT COLUMN FASTENER RAFTER FASTENER T9.RAFTERTO PLATE TOENAIL D.COMMON(64-2"x 0.113";Bd-21/2"45.131";104-Tx 0.148'0. 3-Btl COMMON{21/2"X0.131") ED (( 3 PORCH q21 245 2-100x1 S' 2-10dz1.S 3-3'X0.131"NAILS F.CORROSION-RESISYAANTSIDING(Bd617/8 0.106';Ed-2318"x 0.12811 OR CASING(6d-2"x0.099'84-2112"x0.113"`NAIL A23 585 4-100x15' 4-10dx1.5" 3-2"14 GAUGE STAPLES G.FASTENERS SPACED 3 INCHES 0 CENTER AT EXTERIOR EDGES AN 6 INCHES ON CENTER AT 04TERMEDIATE SUPPORTS,WHEN A33 750 4-10d 4-lOd USED AS STRUCTURAL SHEATHING.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT 20.1"DIAGONAL BRACE TO EACH STUD&PLATE 2-84 COMMON(2112"X0.131') FACE NAIL INTERMEDIATE SUPORTS,WHEN USED FOR NONSTRUCTURAL SHEATHING. BTM PLATE PART#1DESC. UPLIFT WALL FASTENER FLOOR FASTENER 2-3"X 0.131."NAILS H.CORROSION-RESISTANT ROOFING NAILS WITH 7116"DIAMETER HEAD AND 1 11T LENGTH FOR 1/2'SHEATHING AND I&4'LENGTH FOR LSTA-78 1111) 7-100 7-100 3-3"14 GAUGE STAPLES SHEATHING. I.CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16'CROWN OR 1"CROWN AND 11/4"LENGTH FOR 1/T FOR 25132-SHETHING PART#1DESC. UPLIFT STUD FASTENER HEADER FASTENER 21.1"X8'SHEATHING TO EACH BEARING 3-8d COMMON 2112'X 0.131' FACE NAIL PANEL SUPPORTS AT 16"(20'IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL,UNLESS OTHERWISE MARKED). HEADER(D) TP.35 N/R 5'3'x0.131" 5$50).131" K.PANEL SUPPORTS AT 24.CASING OR FINISH NAILS SPACED AT 6 INCHES ON PANEL EDGES.12 INCHES AT INTERMEDIATE SUPPORTS. 22'WIDER THAN 1"2(8"SHEATHING TO EABEARING 3-Ed COMMON(21/TX 0.131') FACE NAIL L FOR ROOF SHEATHING APPLICATIONS,Bd NAILS(21/2"x0.113")ARETHE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. HP40,41,BO.St 4725 535x0.134" 5'.3X0.131' M STAPLES SHALL NAVE IMUM CROWN WIDTH OF 7/16". 23.BUILT-UP CORNER SUDS 16d COMMON(3 1/T X 0.162'0 MIN. 24"O.C. N.FOR ROOF SHEATHING APPLICATIONS.FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES,B INCHES AT INTERMEDIATE PART#IDESC. UPLIFT WALL FASTENER FLOOR FASTENER TX 0.131"NAILS 16°O.C. SUPPORTS. TIE-DOWNS 20GA.1_114"WIDE 4725 7-104x1.5 3"14 GAUGE STAPLES 10"O.C. 0.FASTENERS SPACED AT4 INCHES ON CENTER AT EDGES.B INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND SHEATHING 5185x30'ANCHOR 4300 - 3 INCHES ON CENTER AT EDGES,6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. P.FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES,B INCHES AT INTERMEDIATE SUPPORTS. ALL STRAPS CAN BE SUBSTITUTED WITH AN EQUIVALENT BRAND MEETNG SAME STRENGTHS. 0.SEE FASTENER ALTERNATE SCHEDULE B.RAFTER TES TO STUD WALL TO BE AT EVERY CONNECTION FOR24'O.C.&CAN EVERY OTHER R.FASTENERS MUST BE INSTALLED WITH EVEN SPACING BETWEEN THEM ACROSS ATTACHING MEMBER. FOR 16"O.C.BUT IS REQUIRED ON CORNERS AND STUDS ADJACENT TO CORNERS. C.ONLY NEEDED ON ALUMINUM&VINYL SHEATHING WALLS. D.HEADERS OVER 6'-6"SPAN. CONSULTING ENGINEER ALTERNATE FASTENING SCHEDULE • --- - - CONNECTION FASTENING JULIO ORBEGOSO a PRODUCT OPTIONS ALT 31-33.WOOD STRUCTURAL PANELS AND PARTICLEBOARD 1/2"AND LESS T X 0.092"RING SHANK NAIL FLORIDA [ 0 SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING) 5'FROM EDGE,10"O.C. PRODUCT CAT. SUB.CATEGORY MANUFACTURER MODEL 10050. STATE OF FL APPROVAL#: BUNGALOW SHED PE LICENSE#38769 U Z PANEL WALLS SIDING JAMES HARDIE 5116'CEDAR FL5.13223.1 PANEL WALLS SIDING JAMES HARDIE 5116-STUCCO FLUr 13223.2 _ WO PANEL WALLS SIDING ADVANCED ALUM. 0.19GA FL#:2313B.1 MODULAR STRUCTURE FOR: Julio DATE: 01-19-2021 Z PANEL WALLS SIDING PLY GEM X FLlk_ S U P E R I O R S H E D S J U I I O 1 ¢ PANEL WALLS SIDING ADVANCED ALUM. X FL1k 31737.1 -' PANEL WALLS SIDING SIMPSON LUMBER X Fur.- 877 439-7433 1 DRAWN: R.L.G. Orbego O EXTERIOR DOORS SWINGING EXT EAGAN E1HOL FL#:12820.R3O ;{}i2" ENGINEERING, 2323 S.VOLUSIA AVE. ORANGE CITY, FL 32763 ��`1 OR6F "' t STRUCTURAL ENGINEERS �o....,.....co'', EXTERIOR DOORS SWINGING EXT CROFT 200 9-LTTE FL/I- 0 - Jam:'VCEN$F'•.,5"l'�� O WINDOWS SINGLE HUNG CROFT VERT SLIDER FLO:10853-R5 Neary, - O S 2021 .01 , JOB: SS20-BU-NONH p WINDOWS -- -William CROFT VERT SLIDER FL#:15527-R5 WIIIILa rTl E. IVeary, III - MODULAR PLANS DESIGN, CO. -*; No. 69 *- 0 WINDOWS CROFT VERT SLIDER FL#.1608&R3 SMP-S1 SMI-79 ICC S10JV'-F7.! F'°N 0 N OSTTEOF HEET NO. WINDOWS G CROFT VERT SLIDER FIJ.16153-R7 'T` r STA100 �= WINDOWS R CROFT HORIL SLIDER FL#.27202 10649 Oakview Pointe Terrace 'S/oLG�^ I� Y: x1„� 09:05:2 WINDOWS R CROFT HORIL SLIDER FL#:28822 Gotha, Florida 34734 a xmI U - WINDOWS R - CROFT HOR------ER -�FL#30�48-- 05 0 " M Q D U L i y LAKELPNO FLORIDA42 DOSS ORES.. UfTE 105 OFFICE:FAX 863.606.71118 U PLANS DESIGN, CO. 33613 COLE@MO0ULARPUWSCO.COM 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED