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HomeMy WebLinkAbout10-10500 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10500 BUILDING PERMIT Permit Number: 10500 Address: 5103 9TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11- 26 -21- 0010 - 20600 -0030 Improv. Cost: 1,500.00 " z r Date Issued: 5/19/2010 Name: MCCALL, BERNARD & SUZANNE Total Fees: 60.00 Address: 5103 9TH ST Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 5/19/2010 Phone: (813)783 -8942 Work Desc: INSTALL 10 X 8 SHED n x - ! e �� /' s� . , . ���� 4''24 ..s. . • " ;.. ,. sir P . ,aa z� < + s� ab .. sn';Y4 BA KYA` • •' ' •L • LL ILDIN FE 60.00 ( - ( n 1/+ k z F,a�,�`��.' 7,� a .. :: a _' :a ' s .,, ��`3" 4" >s gas ?,�� c `x ^s.:. , 3 3 4s„ ._ F E SHEATHING FINAL 4, `1 -10 REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. 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, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." ) Y . CONTRAC OR SIGNATURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW •COM ENTS Contra omeowner; j :coVgez,0 Date Received: , 5 - 1r? - 1 0 Site: �9 -- 9 � (S11 Permit Type: /0 X W Approved w /no comments:❑ Approved w /the:below comments: fie Denied w /the comments: 0 c/c2,2i, This comment sheet shall ' 'th the permit and/or plans. Li J-1--62-10 / Bill Bur: ess — z uil u ' •f 0 • cial Date Contractor and/or Homeowner (Required when comments are present) O , 813- 780 -0020 City of Zephyrhills Permit Application Fa -813-780-0021 Building Department Date Received -/5?-/C2 �j Phone Contact for Permitting p i3 744 -- 1/.23 EEtEEEtttottEttEEEEEtEEitutt[t r^ ^3'333333333: :a3:::nWt.r: :53:3:3:.. ^.m:::::3i3:3: :3:::3:.:. :r.::::::.:a:d r.... : m ::r.:a;:Y::a:..: ::: :.:: 33'3n rr Owner's Name gE K 14p / P C. � � ! � / e r' Owner Phone Number 1 13 - 7.23 -g 9 Owner's Address 510 3 q I 1 • Zi' // 1�N "L1✓ P Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /� // JOB ADDRESS ,c(03 ' ' ) 2df�yeNi i I`'4* 33.5 3 f SUBDIVISION jG i H I 1 l L1 f PARCEL ID# 1/' c t ' c . / ' oO to - .A C' G O0 ' 0 0 3 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I 1 SIGN I MOVE I I DEMOLISH INSTALL REPAIR PROPOSED USE 1 I SFR I I COMM n OTHER I 1 TYPE OF CONSTRUCTION I I BLOCK ® FRAME I STEEL I OTHER I DESCRIPTION OF WORK r,v5f ^LL 6' S/h BUILDING SIZE 1 3 X Q SQ FOOTAGE �O HEIGHT / Et Ettt"""•"'* tplttg EEEEEEtt tFt#t€ tttitf €€k EEttattEEtEn #ELEEtttEEEEE"" ""•'•"""" Elf €t€tt€ft t tEt {EEEtttE€E€EE€fEEfttlftwEotfttE€EtEtkl ftftt m€EttEEEEFmittifteattttt• .: r Ettftttt Etttit ttEtt ttfttttEtikEttt tEtfttE tEEE�FEEE €t Et ttEgft BUILDING $ oq VALUATION OF TOTAL CONSTRUCTION /so ®, I I ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY ri W.R.E.C. 1 I PLUMBING $ I I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I GAS I I ROOFING I I SPECIALTY I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I]YES I]NO EtE t tEkEEE EtlEEt#fEEf EtftEEfEtEtt}EkEtEEEf444444EEIEtEEE E(E :3 :a a: EEfEfE(EEEEEtEIE6kEEEEEE::::: 3e::::::: EEE 411414 EE kepiE tft4EEEE €EEl1EEEE6EFY##Y#EEkEtiEEE(6 1flElftEEEEkEEEEEE IEV44 : EEEEEEEEEEE(EE�E fkEEEEE EEkfE EEEiEEEEF�EIEEEEEERR BUILDER A is IL [� , o ©` COMPANY J �� f C RE ( )1`� f/ lt( SIGNATURE / . � REGISTERED �am FEE CURRENT t1t ' > ,9 r/ 4 Address 9 V I .� . • LiA �! (- r - 0 License # C /( {s d9d J ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT I Y/ N 1 Address f License # PLUMBER ` COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT I Y/ N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address License # OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT I Y/ N 1 Address License # EEEfFEE[ EEEEFEEEEEEEFEEEEEEEEEEFEEEEEEEEEEE €FEEtEFEEIfEFEEEtEE iEEEEEEKEEEKEEEEEfEEEEEEEEEEEIR E EffEfimituo€€EFEE mutaliffr wigu E EEE €IEEE EFEfEE FEEEFEEEEEEgagaggifE4FFEEF kfERE F€E€EEiFf EFf EEEEEEEEEEEEEFEEEEEEEEEEEEEFEEEE tEtEEEEEEEE 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 subdivisions /large projects COMMERCIAL Attach (3) 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. •••••••••' „-, grT ' tiigE'F'ggat [' 'F 'FF ^ NEE['['['G:GI 'CF.[ • • [ [GG . G• [• E ft GGG '[G[GG'GGTG'F:'L'C' 11 [ ^ ' • I gwg • '' ' ' aaE^ aaa acaacccE a EcaacEcfcEcEcEEcEcEmcFcEaE €FEECa fr' �FECEcEcaa[ ' Ea{ aEEccaacaca€ ac€ tEcaEccEcEcFcccEcEcEcEit€ �FEFFa°€ rFEFEE€ �EE €aaE €E €EcE €aEFFf €EEttEE € €F€ ESE€€€ a�€ E[c EEeaEEtt€ NacEtacEaaaaacE (i € € € € €t €a € €t € € €a €E Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) ** 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 (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW 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 licensing 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 be 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. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must 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 IMPROWMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM NCEMENT. FLORIDA JURAT -. 03) �1 OWNER OR AGEW CONTRACT .scr.ed aMsworn to (or .ffir ` .) before me this Subscribed an r� ffir d bef J me (o 0 by V1 f : ' 10 by ,( e thi 4... i /are •ersonal y .own to me or has /have produced Who is /are pers.. - / known to at or has ave produced •r a.r. 1 as identification. as identification. M, k = t r 0 � . Notary Public N ' �r . Notary Public mission o. C.• mission N . Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped ,17 ,;x. : HEATHER K. 4 SEYMOUR .4 ' '` \ NOTARY STATE OF FLORIDA :. .O NOTARY PUBLIC - STATE OF FLORIDA ^ t COMMISSION IM DD913845 . 141 t S COMMISSION 00813845 : +. . EXPIRES 8/4/2013 +, � EXPIRES 8l4/Z013 '+. '' ' �. SONDEOTHRU 1. 888 - No - NOT wi �� �'�' �10NDEOTHRV 1X88- 888 Sheds Plan Review Comments 1) All property markers shall be fully exposed at time of inspection. 2) All sheds shall be installed and anchored per manufactures specifications. 3) All set -backs shall be met. 90 sq ft or less is 5' set -back. Greater than 90 sq ft the set- back is 10' 4) Only 2 accessory buildings per parcel. 5) Sheds shall not be rented or inhabited. 6) Must meet and follow all conditions of ordinance:780 -01 7) Not to exceed 16' in height at peak. 8) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified. -1- ? 7 14 V 4 .1.111ithi 111.41...L11CA 3.1.:E. &I A .L .■1 sjr.K1:1 qt/..;, ....,.. . ,. . • if : , . . 1 t. .• 1,,,,,' • 1 . ;: , ; i .. 74.1 I + !. V '.1"; V IT 1/'.) ! 7 N::)1.I., i-!" Z • i I +•4V.1 . S- 'nal:V: 4,0 71'ilAiv1/4 t:ii(V91. if; cus,iv f;11:111.1.. ,i.•/. '. :: t •.i. 1 ; ..iilf-r-) Siikt.i.Vtl.),`I t r {3 i•Zei V •f hi *.i r. a .!: . 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'Id . i lvt‘toiss-:1:1(,)-1,id 917116-CS6 (C19) XV:.:10961,..S:..6(E t 8) 3 N(:)1.4 fi ,;:,. ..„ -4,, -.:: • ec Noricar2-4 - s_=1 -=ieise, ., 4: ,,, , , _ ,.... f:•,, ' ). i i'llillS 1 (lIAVV( ch Neil r 1 Ark 9 c) v. • i'. / 'te ; Z 46 .1E41"-It •n- IN.1111 II a C,1 MI IZ..; 1 . .t . i • •.1k 1 •-••••-• • ••.-- - -•- • • 00 avinssr 1 13.1211,9 )tio Jo .7;A:n ,ii •.‘, AldlISV3 :IV, a) 07.:',"•41 •:Rt 1,s.,vi. : . . . . . : . . . 'DNA O0U9 39VaikkIN INOcint, .rie, 111101,1YU0d1109 .39V911.10if 7040/513119N .04111 .7olvvgasm 3 WU 94t4/1400 311.1.1 aerigAve • Y11117114 MOMS (IRV RAIN3d VAVtil :01 02.Z11,112.2 VaiS01 'AINflO OSO'd dO $0003k1 Vritirld 111 ,)Orti r i , XOCV) 1 1, 7 41 111 0..40S0)/ Sr d034141.1rid 80 4141.3141. 0.1 1NICAIOD3V '$17U /JANd.2 .40 , ,t11.9 )0070 ii OtOr T Q7 4Q 4 1$1 .3iii 1C:4 ,, :1401.111W63 11/031 ...,. r J*.i - = k ■ : tie . , .. ' t di -• . , . . • :.!', ,..., - •• ,1 , .-, . • • 47 0617%41% • \ \ , ,: - • • ' ' . ,-.. -:, .\t- 4, ,,-, .. • 1 tiffikok • i , ,,... 0-. "--• - .,.- Nai ; ' .• .1, • „) ,....-".. ... r .: . iiirfail \ i .1 .....: - . ' ' . L V , u %, .,..., ..' . 'A •.,.. ..,,,... N" -.- ' N. , 1 :;.K.1 117 ):1 1 \„ .. ■ . # let iol • ..1•6% c, ... ,,.. e ti '; r • c .„.‘1 .•-, .. .40 /ay../ $111 \ „, - ■ it.' ) .LIV:1 Fd i ' , 44 I\ el 1 4.- •• il tv C?. • • . . , \-- \ CC\ ' ',.1' ' • . '5 1°.) ' '-- :: 4 7: 5 , 4 Q. 1 % ' ' \ 4 ' ' c ' 1 \ Va 0 0 1 ,. ,-- 7••■ ' • • . . ‘ is ., c: - L4. . . . --- -- - i , . • . „:„... .,- c . . -, olio, '.■4!...1'..k ) , • .1 , ••• . . . \ . . `; \111 . • . i \ A GABLE ELEVATION w/ TRIM OPTION #1 1 SCALE: 14• - 1'V 2 x 4 SPF Gable Overhang 4(4 x 3-1;2' Gable Trim 44 x 3-1,2' Horizontal Gable Trim 4,4 13-1,? Over Dow Trim 3/4• No Groove End Caps 414 x 3-1 Horizontal Dow Rall 44 x 3-1.2 Vertical Dow T:Im 3,8 thick er o.c. Siding 4;4 x 3.12• Crossbu'cka 4,4 x 3-1;2' Vertical Dow Style 4;4 x 3-112' Corner Trim �-- 3tt -�- 31t -,� I I 3tt 120' A 31 3. I I 3 D GABLE ELEVATION with DOOR OFFSET n EAVE ELEVATION with DOOR CENTERED 1 SCALE: 1;4' . 1V 1 SCALE: 1.'P - 1'0 24' 48' A 48' 16' Max. To First Helix Anchor Screwed Into Floor Joist M FLOOR FRAMIN 1 SCALE: 1'9' • 1'V 5i8' OS8 or Cox TREATED PLYWOOD FLOOR DECK SECURE FLOOR DECKING TO FLOOR JOIST W 1 Bd NAILS @ 5 O.C. • EDGES & 12' CO. • INTERMEDIATE SUPPORTS 2 x 4 P.T. JOIST @ 16' O.C. SECURE JOIST TO BOND BOARD W/2-16d NAILS @ EACH JOIST 4 X 4 P.T. RUNNERS TOE NAIL FLOOR JOIST TO RUNNERS W/2-12d NAILS @ EACH JOIST/ RUNNER INTERSECTION PRESSURE TREATED WOOD SHIMS FOR LEVELING WHEN NECESSARY 2' X 12' X 12' SOLID CONIC, BLOCK @ Te O.C. (TYP) @ EACH SKID •' FOR WALL wi DOOR ... IF LESS THAN 2 -8' OF WALL ON EACH SIDE OF DOOR NAIL WIBd NAILS @ 4' O.C. ON EDGES AND § W O.C. ON INTERMEDIATE SEAMS, Upper Roof Panel 44 x 3.1,4' Gable Trim Lower Roof Panel 414 x 3-1,7 Fascia 4;4 x 7-1/4' Corner Trim Door Handle 3/8• thick V o.o. Siding -_- Gap Typ'' 104' 3j - - " - 7 71'4' I A n EAVE ELEVATION w/o DOOR 1 SCALE: 1:4' . 1 V 70 I 2 x 4 SPF Stud Simpson SP4 2 x 4 SPF Bottom Plate wl 8-8d 1.1 Galv. Joist N.1s Or Equfv. For Up To035# Uplllt 64' 120' INTERIOR VIEW OF ROLL -UP DOOR n FRAMING & TRACK INSTALLATION 1 SCALE: 1;4' - 1'V �- 31t -�- 314" A EAVE ELEVATION with DOOR OFFSET SCALE: 1W . 1'-( 2x4 P.T, BOND BOARD (TYP)_ 1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE SECURE BOND @ CORNERS • • 6• W/3-16d NAILS EDGE (TOP & BOTTOM OF OPENINGS) & 12 O.C. 2x4 P.T. JOISTS @ 16 O.C, (TYP)... NOTE: SECURE JOIST TO BOX SILL Tie - 1I W/2-16d NAILS @ EACH JOIST I r_ 4�r_x�, TOE NAIL FLOOR JOIST TO RUNNERS 4��x�•r•� W. @ -12d NAILS @ EACH JOIST /RUNNER I INTERSECTION (12) 1-1/2" NAILS 518' OSB OR COX TREATED PLYWOOD 6X6 10/10 WIRE MESH SECURE FLOOR DECKING 1 SALE - 1 ,- 0 . TO FLOOR JOISTt W /Bd NAILS @ S' O.C. March 16, 2009 @ EDGES & 12' O.C. 2 X 4 P.T. SILL PLATE @ INTERMEDIATE SUPPORTS r Elm 2' NAILS EVERY 3' SAND OR GRAVEL 5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT T SEE NOTE 4 FRAME 1/2' FROM EDGE 16' TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2004 FLORIDA BUILDING eeeeee � 16198 M FLOOR FRAMIN 1 SCALE: 1'9' • 1'V 5i8' OS8 or Cox TREATED PLYWOOD FLOOR DECK SECURE FLOOR DECKING TO FLOOR JOIST W 1 Bd NAILS @ 5 O.C. • EDGES & 12' CO. • INTERMEDIATE SUPPORTS 2 x 4 P.T. JOIST @ 16' O.C. SECURE JOIST TO BOND BOARD W/2-16d NAILS @ EACH JOIST 4 X 4 P.T. RUNNERS TOE NAIL FLOOR JOIST TO RUNNERS W/2-12d NAILS @ EACH JOIST/ RUNNER INTERSECTION PRESSURE TREATED WOOD SHIMS FOR LEVELING WHEN NECESSARY 2' X 12' X 12' SOLID CONIC, BLOCK @ Te O.C. (TYP) @ EACH SKID •' FOR WALL wi DOOR ... IF LESS THAN 2 -8' OF WALL ON EACH SIDE OF DOOR NAIL WIBd NAILS @ 4' O.C. ON EDGES AND § W O.C. ON INTERMEDIATE SEAMS, Upper Roof Panel 44 x 3.1,4' Gable Trim Lower Roof Panel 414 x 3-1,7 Fascia 4;4 x 7-1/4' Corner Trim Door Handle 3/8• thick V o.o. Siding -_- Gap Typ'' 104' 3j - - " - 7 71'4' I A n EAVE ELEVATION w/o DOOR 1 SCALE: 1:4' . 1 V 70 I 2 x 4 SPF Stud Simpson SP4 2 x 4 SPF Bottom Plate wl 8-8d 1.1 Galv. Joist N.1s Or Equfv. For Up To035# Uplllt 64' 120' INTERIOR VIEW OF ROLL -UP DOOR n FRAMING & TRACK INSTALLATION 1 SCALE: 1;4' - 1'V �- 31t -�- 314" A EAVE ELEVATION with DOOR OFFSET SCALE: 1W . 1'-( SEE FLOOR FOOTING DEATIL SHEATHING GRADE 3/8' EZ PANEL NAILED W /8d NAILS @ 6' O.C. ON ALL SEAMS & TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.0 @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 2 X 4 SPF STUD @ 24' O.C. 2 X 4 SPF BOTTOM PLATE 2' NAILS EVERY 3' ANGLED INTO FLOOR FRAME, 1/2' FROM EDGE 1/2' X 2-1/2' LAG SCREW INTO FLOOR JOIST W/ 2"X2"X11B' FENDER WASHER 2 x 4 P.T. BOND BOARD 30' SINGLE HELIX ANCHOR MODEL MTE -30 AS MFD, BY TIEDOWN ENGINEER. ATLANTA, GA. WITH IN 24' +/- OF CORNERS & 7e +/- O.C. MAX. OR AS REQUIRED BY LOCAL CODE 30 DEGREES TO VERTICAL IN THIS PLANE MP) s WOOD FLOOR FOOTING DETAIL NOTES: 1 SCALE: 1• - 1'V 1. WHEN MONOLITHIC SLAB IS USED, THIS NOTE: FLOOR FRAMING IS NOT REQUIRED FOR EXTERIOR WALLS GREATER 2. ALL MATERIALS AND LABOR SHALL MEET OR THAN & FLATWISE BLOCKING REQ-0 @ PANEL EXCEED APPLICABLE LOCAL CODES. JOINTS, SECURE BLOCKING W12 -16d NAILS EACH END, PANEL JOINT IN CENTER 1/3 OF WALL 3. ALL LUMBER TO BE NO.2 GRADE SPRUCE PINE FIR OR EQUIVALENT 4. THIS FLOOR FRAMING PLAN IS FOR THE BACKYARD PRODUCTS, LLC 10' WIDE GABLE ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. NOTE: 1. THIS WALL PLAN IS GOOD FOR THE 10' WIDE GABLE ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, LINE OF OVERHANG FROM 2x6 DOUBLER Dow panel & FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING wl (6) 1.1/4" GALV ROOFING NAILS 3ecwe door hinge board from nside using (6) 1' c'sirk screws. rypical both sides of doors. Shed panel Mount door hinge board using (3) X c'sink screws Into framing. Typical both sides of doors. A DOOR INSTALLATION 1 SCALE: NO SCALE 5!8' OSB or COX TREATED PLYWOOD FLOOR DECKING AS REQ. SECURE FLOOR DECKING TO FLOOR JOIST W.1 Od NAILS @ 6' O.C. @ EDGES 12 @ INTERMEDIATE SUPPORTS 5i8' x 3' x 72' HEADER APPLIED TO INSIDE 6"x 24' 18' OSB or EZ PANEL GUSSET _ OF BUILDING CONNECTING TOP AND TYP, BOTH SIDES AS SHOWN BOTTOM PLATE ABOVE DOOR OPENING WHEN DOOR IS INSTALLED ON EAVE SIDE Door on save wall Simpson LSTA9 H2.5 will be used Stud to Top Plate with above the door w/ (8) 8d Galy. 1.1 /2' Joist Notes (9) 6d Galy, 1.1/2' Joist Nails 14 H2.5 Simpson SP4 w/ 6 -Bd 1 -1/2' Gafv. Joist Nails Or Equiv. For Up To 735# Uplift 120' I A El A L J GABLE FRAMING with DOOR OFFSET rK"-, EAVE FRAMING with DOOR CENTERED L EAVE FRAMING with DOOR OFFSET 1 SCALE: 1;e - 1`V 1 SCALE: 1.4• . PV 1 SCALE: 1,4' . 1V SECURE ROOF DECKING W %8d COMMON OR Bd HOT DIPPED NAILS @ 6 C, @ EDGES & 17 O.C. @ INTERMEDIATE SUPPORTS 1 X4 COLLAR TIE SECURE COLLAR TIES TO NAILS R AFT ERS NAILS / EACH RAFTER)) 1 2 4 4 I A I I X_ SEE WALL DETAIL 4' ox I TYp• I I I I I I 24 " I I 12' - -- 16 4 16' - 3• 116? 120' N TYP. WALL FRAMING PLAN 1 SCALE: ail' - 1'V THING GRADE 3/8' EZ PANEL 2x4 P.T, BOND BOARD (TYP)_ 1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE SECURE BOND @ CORNERS • • 6• W/3-16d NAILS EDGE (TOP & BOTTOM OF OPENINGS) & 12 O.C. 2x4 P.T. JOISTS @ 16 O.C, (TYP)... NOTE: SECURE JOIST TO BOX SILL Tie - 1I W/2-16d NAILS @ EACH JOIST 2 X 4 SPF STUD @ 24' O.C. 4X4 P.T. RUNNERS (TYP)... & SHEAR CUPS NOT REQ. TOE NAIL FLOOR JOIST TO RUNNERS 4' CONCRETE W. @ -12d NAILS @ EACH JOIST /RUNNER 1/2' WEDGE ANCHOR BOLT 30' O.C. 8 -112' LONG INTERSECTION (12) 1-1/2" NAILS 518' OSB OR COX TREATED PLYWOOD 6X6 10/10 WIRE MESH SECURE FLOOR DECKING 1 SALE - 1 ,- 0 . TO FLOOR JOISTt W /Bd NAILS @ S' O.C. March 16, 2009 @ EDGES & 12' O.C. 2 X 4 P.T. SILL PLATE @ INTERMEDIATE SUPPORTS r SCALE As Noted 1734) 242 -6900 s,- 1 of 1 2' NAILS EVERY 3' SAND OR GRAVEL 5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT T SEE NOTE 4 FRAME 1/2' FROM EDGE 16' TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2004 FLORIDA BUILDING CODE AND 2006 FBC SUPPLEMENTS. 16198 SEE FLOOR FOOTING DEATIL SHEATHING GRADE 3/8' EZ PANEL NAILED W /8d NAILS @ 6' O.C. ON ALL SEAMS & TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.0 @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 2 X 4 SPF STUD @ 24' O.C. 2 X 4 SPF BOTTOM PLATE 2' NAILS EVERY 3' ANGLED INTO FLOOR FRAME, 1/2' FROM EDGE 1/2' X 2-1/2' LAG SCREW INTO FLOOR JOIST W/ 2"X2"X11B' FENDER WASHER 2 x 4 P.T. BOND BOARD 30' SINGLE HELIX ANCHOR MODEL MTE -30 AS MFD, BY TIEDOWN ENGINEER. ATLANTA, GA. WITH IN 24' +/- OF CORNERS & 7e +/- O.C. MAX. OR AS REQUIRED BY LOCAL CODE 30 DEGREES TO VERTICAL IN THIS PLANE MP) s WOOD FLOOR FOOTING DETAIL NOTES: 1 SCALE: 1• - 1'V 1. WHEN MONOLITHIC SLAB IS USED, THIS NOTE: FLOOR FRAMING IS NOT REQUIRED FOR EXTERIOR WALLS GREATER 2. ALL MATERIALS AND LABOR SHALL MEET OR THAN & FLATWISE BLOCKING REQ-0 @ PANEL EXCEED APPLICABLE LOCAL CODES. JOINTS, SECURE BLOCKING W12 -16d NAILS EACH END, PANEL JOINT IN CENTER 1/3 OF WALL 3. ALL LUMBER TO BE NO.2 GRADE SPRUCE PINE FIR OR EQUIVALENT 4. THIS FLOOR FRAMING PLAN IS FOR THE BACKYARD PRODUCTS, LLC 10' WIDE GABLE ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. NOTE: 1. THIS WALL PLAN IS GOOD FOR THE 10' WIDE GABLE ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, LINE OF OVERHANG FROM 2x6 DOUBLER Dow panel & FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING wl (6) 1.1/4" GALV ROOFING NAILS 3ecwe door hinge board from nside using (6) 1' c'sirk screws. rypical both sides of doors. Shed panel Mount door hinge board using (3) X c'sink screws Into framing. Typical both sides of doors. A DOOR INSTALLATION 1 SCALE: NO SCALE 5!8' OSB or COX TREATED PLYWOOD FLOOR DECKING AS REQ. SECURE FLOOR DECKING TO FLOOR JOIST W.1 Od NAILS @ 6' O.C. @ EDGES 12 @ INTERMEDIATE SUPPORTS 5i8' x 3' x 72' HEADER APPLIED TO INSIDE 6"x 24' 18' OSB or EZ PANEL GUSSET _ OF BUILDING CONNECTING TOP AND TYP, BOTH SIDES AS SHOWN BOTTOM PLATE ABOVE DOOR OPENING WHEN DOOR IS INSTALLED ON EAVE SIDE Door on save wall Simpson LSTA9 H2.5 will be used Stud to Top Plate with above the door w/ (8) 8d Galy. 1.1 /2' Joist Notes (9) 6d Galy, 1.1/2' Joist Nails 14 H2.5 Simpson SP4 w/ 6 -Bd 1 -1/2' Gafv. Joist Nails Or Equiv. For Up To 735# Uplift 120' I A El A L J GABLE FRAMING with DOOR OFFSET rK"-, EAVE FRAMING with DOOR CENTERED L EAVE FRAMING with DOOR OFFSET 1 SCALE: 1;e - 1`V 1 SCALE: 1.4• . PV 1 SCALE: 1,4' . 1V SECURE ROOF DECKING W %8d COMMON OR Bd HOT DIPPED NAILS @ 6 C, @ EDGES & 17 O.C. @ INTERMEDIATE SUPPORTS 1 X4 COLLAR TIE SECURE COLLAR TIES TO NAILS R AFT ERS NAILS / EACH RAFTER)) 1 2 4 4 I A I I X_ SEE WALL DETAIL 4' ox I TYp• I I I I I I 24 " I I 12' - -- 16 4 16' - 3• 116? 120' N TYP. WALL FRAMING PLAN 1 SCALE: ail' - 1'V THING GRADE 3/8' EZ PANEL NOTES: 1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE NAILED W /8d NAILS @ 6' O.C. TOP & BOTTOM • • 6• SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY, EDGE (TOP & BOTTOM OF OPENINGS) & 12 O.C. TWO #4 BARS @TOP 8 BOTTOM NOTE: @INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) Tie - 1I EZ PANEL USED FOR UPLIFT 2 X 4 SPF STUD @ 24' O.C. @ INTERMEDIATE SUPPORTS & SHEAR CUPS NOT REQ. 3. MATERIALS 4' CONCRETE EXCEPT @ OPENINGS 1/2' WEDGE ANCHOR BOLT 30' O.C. 8 -112' LONG ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF (12) 1-1/2" NAILS (...or other approved fastener...) 6X6 10/10 WIRE MESH ALL CONNECTORS /FASTENERS AND ITS SPACING SHALL MEET 1 SALE - 1 ,- 0 . OR FIBERMESH 2 X 4 SPF BOTTOM PLATE March 16, 2009 O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED 2 X 4 P.T. SILL PLATE 4' COMPACTED SCALE As Noted 1734) 242 -6900 s,- 1 of 1 2' NAILS EVERY 3' SAND OR GRAVEL 5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT ANGLED INTO FLOOR SEE NOTE 4 FRAME 1/2' FROM EDGE IF Min. to Sheathing r • D. • I/ 12' Minimium J NOUTHIC SLAB TY AL M S C 0 SECTION ALL AROUND ** (1) Anchor Minimum On * ** SEE NOTE I It_ 12. ----- Each Side Of Door Opening T MONOLITHIC CONCRETE SLAB DETAIL 1 SCALE: I• . 1'V NOTE: 1. WHEN FLOOR FRAMING IS USED. THIS MONOLITHIC SLAB IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, 3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A.B., MIN. REBAR LAP = 20'. 4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE BACKYARD PRODUCTS, LLC 10' WIDE GABLE ANY DEVIATION AND MODIFICATION IS STRICTLY PROHIBITED. 3Ar OSS or EZ PANEL Ousset GLUED & NAILED WITH (12) Y NAILS V 3 O.G. 2 x 4 SPF Gable Connector I x 4 SPF Collar Tle - 2 x 4 SPF Built 'Jp Track Support w1 3;8' Panel Filler Core Toe Nailed into Top Plate using (2) 10d 3' Nail each Nailed into Rafter using (2) 1 Od 3' Nails each 2 x 4 SPF Rafter - 2 x 4 SPF Doubler - 2 x 4 SPF Header is 1 Top plane removed and re table for on top Gf header. This is acceptable no,Moad bearing wall only. 2.412x8 Doublers Attached To Top Plate _ Using 160 Nail gn 12'0.C. Or All Four (4) Walls Typ. 2 x 4 SPF Top Plate ROLL -UP DOOR TO BE I 104' INSTALLED PER JANUS INTERNATIONAL CORP. g8^ Rol Up Dow track and bracket assembly, INSTRUCTIONS FOR THE 750 Doubled 2 x 4 SPF Stud Fastened using (5) 1;4' -10 x I• Lag screws SERIES DOOR 18' OSB or EZ PANEL Gusset GLUED & NAILED WITH - (12) 7 NAILS @ Y OA. 2 x 4 SPF Gable Connector - 2 x 4 SPF Doubler _ 2 x 4 SPF Top Plate - 2 x 4 SPF Palter - 2 x 6 SPF Doubler - 2 x 4 SPF Stud 2 x 4 SPF Bottom Plate 2 STUDS TYP, @ CORNERS EACH WAY 2x4 / 2x6 DOUBLERS ATTACHED TO TOP PLATE USING 16d NAILS @ 12- OA. ON ALL FOUR (4) WALLS TYP 104' 7 72' 1 x 4 PINE Collar 79 3r8 OSB or EZ PANEL G GLUED & NAILED WIT (12) 1 -1i2' NAILS 2 x 4 SPF Rafter 2 x 6 SPF ooubW 2 x 4 SPF Top Plate 2 x 4 SPF Stud 2 x 4 SPF Bottom Plate ANCHORS 30 O.C. AS REQ'D ANCHORS 72'0,C, H2.5 Simpson H2.5 Rafter to Stud w( r7 (10) Bd 1 -1'2' Galy. Joist Nails 24' - } 104" 714' A n EAVE FRAMING w/o DOOR 1 SCALE: 1 4• . 1'V 64' ,r 120' G GABLE FRAMING with DOOR CENTERED 1 SCALE: I!4'. 1•-0' SECURE RAFTERS TO TOP PLATE W /SIMPSONS H2.5 W /1G-8d NAILS OR EQUIV. FOR 415# _ UPLIFT OR SIMPSON H1 W10-8d NAILS FOR 490# UPLIFT ONE ON EACH SIDE OF RAFTERS SHEATHING GRADE 38' EZ PANEL BOARD NAILED Wi Bd NAILS @ G O.C. TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. @ INTERMEDIATE SUPPORTS. FOR WALL WITH DOOR NAIL 2' o.c. PLYWOOD USED FOR UPLIFT & SHEAR CUPS NOT REQ. EXCEPT @ OPENINGS 2 x 4 SPF STUD 24' O.C. TYP 2 x 4 SPF BOTTOM PLATE NOTE: NOTES: 1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE 1, THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE • • 6• SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY, • • • • • • • • NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM • • THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER Tie - 1I 2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. 24' @ INTERMEDIATE SUPPORTS 3. MATERIALS 3/8' OSB or EZ PANEL Gusset ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. GLUED & NAILED WITH ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF (12) 1-1/2" NAILS APA SPECIFICATIONS. n RAFTER SECTION ALL CONNECTORS /FASTENERS AND ITS SPACING SHALL MEET 1 SALE - 1 ,- 0 . THE APPLICABLE CODES, ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES March 16, 2009 O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED ENGINEER. BY LOUISIANA - PACIFIC COMPANY, PORTLAND, OR, SCALE As Noted 1734) 242 -6900 s,- 1 of 1 4, THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION 8' -0' t-r3se I 10'•0' Base 5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT 16-0' 18' -0' Drawing Item Number EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS. NAIL WITH 8d COMMON OR 8d HOT DIPPED GALVANIZED NAILS. FASTENING IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2004 FLORIDA BUILDING CODE AND 2006 FBC SUPPLEMENTS. 64' ,r 120' G GABLE FRAMING with DOOR CENTERED 1 SCALE: I!4'. 1•-0' SECURE RAFTERS TO TOP PLATE W /SIMPSONS H2.5 W /1G-8d NAILS OR EQUIV. FOR 415# _ UPLIFT OR SIMPSON H1 W10-8d NAILS FOR 490# UPLIFT ONE ON EACH SIDE OF RAFTERS SHEATHING GRADE 38' EZ PANEL BOARD NAILED Wi Bd NAILS @ G O.C. TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. @ INTERMEDIATE SUPPORTS. FOR WALL WITH DOOR NAIL 2' o.c. PLYWOOD USED FOR UPLIFT & SHEAR CUPS NOT REQ. EXCEPT @ OPENINGS 2 x 4 SPF STUD 24' O.C. TYP 2 x 4 SPF BOTTOM PLATE NOTE: SHEATHING GRADE 3/B' EZ PANEL 1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE 1 2 x 4 SPF oubler ONLY, ALL MATERIAL AND LABOR SHALL EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. MEET OR EXCEED APPLICABLE .ACAL CODES. SECURE ROOF DECKING W %Sd PT @ OPENINGS COMMON OR 8d HOT DIPPED NAILS Tie - 1I @ 6' O.C. @ EDGES & 12' O.C. WITH 2009 SUPPLEMENTS FOR @ INTERMEDIATE SUPPORTS & 4' O.C. @ GABLE END WALLS RIV \ OR GABLE TRUSSES 124' .�--- 24' -�' 6. 72' SECURE RAFTERS TO TOP PLATE W /SIMPSON H2.5 W,'10 -8d 1.1 NAILS OR EQUIV. FOR 415# UPLIFT OR SIMPSON H1 W10-4d 1 -1!7 NAILS FOR 490# UPLIFT ONE ON EACH SIDE -- 7116`W B ROOF PANEL OF RAFTERS 113' 120' I I I n RAFTER SECTION 1 SCALE: 19• - 1'V I I 1 1x4 COLLAR TIE NOTES: SECURE COLLAR TIES To RAFTERS W /4 1. Approved Shingles installed per manufactures instructions, 6 nails NAILS (2 NAILS EACH RAFTER) per shingle 2. Dripedge must overlap 2" and nailed every 12" max. 3. H clips are used between every rafter between the upper and lower T 124' roof panels A n ROOF FRAMING PLAN 1 SCALE: 3;6• - 1'V ro WALL SECTION 1 SCALE: 112•. 1'V TWO #4 BARS @ TOP & BOTTOM 2 x 4 P.T. JOISTS @ 16' O.C. - 4'CONCRETE - 6X6 10/10 WIRE MESH _ OR FIBERMESH 4' COMPACTED _ SAND OR GRAVEL SEE NOTE 4 FIBERGLASS SHINGLES SECURED TO ROOF DECKING W1 1 4* ROOF NAILS - 1 -LAYER 15# FELT _ 7116' OSB ROOF DECKING SEE ROOF FRAMING DETAIL 2 x 4 SPF RAFTER 1 X4 FASCIA BOARD SECURE TRIM W -8d NAILS @ EACH RAFTER 2 x 6 SPF DOUBLER 2 x 4 SPF TOP PLATE SHEATHING GRADE 3/B' EZ PANEL 2 x 8 SPF Doubler 24' 1 2 x 4 SPF oubler PANEL USED FOR UPLIFT EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. HEAR CUPS NOT REQ. @INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) �7 PT @ OPENINGS 24' O.C. 1 x 4 PINE Col I TYp• I Tie - 1I 2X4 SPF STUD @24'OA. WITH 2009 SUPPLEMENTS FOR I I 1 3/8' We or PANE Gusset 2 x 4 SPF Rafter GLUED & NAILE WITH I (12) 1 -1,Z NAILS 3/4' THROUGH BOLT 'OR' LAG SCREW RIV \ owb ev. Scott Breitfeld SIMPSON #HD5A CONNECTOR 5/8' or 3i4' WEDGE ANCHOR BOLT 72 O.C. 8 -112' LONG 124' .�--- 24' -�' 6. 72' SECURE RAFTERS TO TOP PLATE W /SIMPSON H2.5 W,'10 -8d 1.1 NAILS OR EQUIV. FOR 415# UPLIFT OR SIMPSON H1 W10-4d 1 -1!7 NAILS FOR 490# UPLIFT ONE ON EACH SIDE -- 7116`W B ROOF PANEL OF RAFTERS 113' 120' I I I n RAFTER SECTION 1 SCALE: 19• - 1'V I I 1 1x4 COLLAR TIE NOTES: SECURE COLLAR TIES To RAFTERS W /4 1. Approved Shingles installed per manufactures instructions, 6 nails NAILS (2 NAILS EACH RAFTER) per shingle 2. Dripedge must overlap 2" and nailed every 12" max. 3. H clips are used between every rafter between the upper and lower T 124' roof panels A n ROOF FRAMING PLAN 1 SCALE: 3;6• - 1'V ro WALL SECTION 1 SCALE: 112•. 1'V TWO #4 BARS @ TOP & BOTTOM 2 x 4 P.T. JOISTS @ 16' O.C. - 4'CONCRETE - 6X6 10/10 WIRE MESH _ OR FIBERMESH 4' COMPACTED _ SAND OR GRAVEL SEE NOTE 4 FIBERGLASS SHINGLES SECURED TO ROOF DECKING W1 1 4* ROOF NAILS - 1 -LAYER 15# FELT _ 7116' OSB ROOF DECKING SEE ROOF FRAMING DETAIL 2 x 4 SPF RAFTER 1 X4 FASCIA BOARD SECURE TRIM W -8d NAILS @ EACH RAFTER 2 x 6 SPF DOUBLER 2 x 4 SPF TOP PLATE D. . TY AL MONOLITHIC SLAB ECTION ALL AROUND SEE NOTE 1 12 ' � WOOD FLOOR ON CONCRETE * ** (1) Anchor Minimum On * ** 12' Minimium Each Side Of Door Opening On Gable Side of Building NOTES: DETAIL 1, ALL MATERIALS AND LABOR SHALL MEET OR 1'V SCALE: 1• = EXCEED APPLICABLE LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A.B., MIN, REBAR LAP = 20', 3, THIS MONOLITHIC SLAB IS DESIGNED FOR THE BACKYARD PRODUCTS, LLC 10' WIDE GABLE. ANY DEVIATION AND MODIFICATION IS STRICTLY PROHIBITED. Rev. Date By Revision A 3 -16 -09 SJB Was 2004 with 2006 Supplement DESIGN CRITERIA: Design Code: Wind Speed: Exposure: Wind Importance Factor: Internal Pressure Coefficient: Comp. & Cladding Design Pressure: Roof Dead Load Floor Dead Load - Wood Wall Dead Load Design Wind Pressure on Openings Roof Live Load Floor Live Load - Wood Q FBC 2007 & 2009 Supplement 130 mph Exp.B 0.87 0.55 30 PSF 6 PSF 6 PSF 3 PSF 30 PSF 36 PSF 30 PSF MATERIALS: Roof Sheathing: 7/16" Rated 24/0 Wall Sheathing: 3/8" Siding Rated 24/0 EVIEW D ATE_ 'o ' V Cl- - n' CE 7FPHYRHILLS - SHEATHING GRADE 3/B' EZ PANEL NOTE: NAILED W!Bd NAILS @ G O.C. TOP & BOTTOM PANEL USED FOR UPLIFT EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. HEAR CUPS NOT REQ. @INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) �7 PT @ OPENINGS f ft1,RD GABLE STYLE - FLORIDA 2X4 SPF STUD @24'OA. WITH 2009 SUPPLEMENTS FOR 2 X 4 SPF BOTTOM PLATE 3/4' THROUGH BOLT 'OR' LAG SCREW RIV \ owb ev. Scott Breitfeld SIMPSON #HD5A CONNECTOR 5/8' or 3i4' WEDGE ANCHOR BOLT 72 O.C. 8 -112' LONG WIND LOADS, ANY DEVIATION FROM THESE PLANS y< rrly4x;1 }� l r '1 '� !}t�(` - u ll..ir4! '� ec, *s ar, C. Hutchinson FLORIDA REG. # 31 S69 (... or other approved fastener...) D. . TY AL MONOLITHIC SLAB ECTION ALL AROUND SEE NOTE 1 12 ' � WOOD FLOOR ON CONCRETE * ** (1) Anchor Minimum On * ** 12' Minimium Each Side Of Door Opening On Gable Side of Building NOTES: DETAIL 1, ALL MATERIALS AND LABOR SHALL MEET OR 1'V SCALE: 1• = EXCEED APPLICABLE LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A.B., MIN, REBAR LAP = 20', 3, THIS MONOLITHIC SLAB IS DESIGNED FOR THE BACKYARD PRODUCTS, LLC 10' WIDE GABLE. ANY DEVIATION AND MODIFICATION IS STRICTLY PROHIBITED. Rev. Date By Revision A 3 -16 -09 SJB Was 2004 with 2006 Supplement DESIGN CRITERIA: Design Code: Wind Speed: Exposure: Wind Importance Factor: Internal Pressure Coefficient: Comp. & Cladding Design Pressure: Roof Dead Load Floor Dead Load - Wood Wall Dead Load Design Wind Pressure on Openings Roof Live Load Floor Live Load - Wood Q FBC 2007 & 2009 Supplement 130 mph Exp.B 0.87 0.55 30 PSF 6 PSF 6 PSF 3 PSF 30 PSF 36 PSF 30 PSF MATERIALS: Roof Sheathing: 7/16" Rated 24/0 Wall Sheathing: 3/8" Siding Rated 24/0 EVIEW D ATE_ 'o ' V Cl- - n' CE 7FPHYRHILLS - _ D .;, PLANSEX, AMINER Richard Kozlowicz, P.E. TO WHOM IT NY CONCERN: ,HIS STRUCTURE IS 1 WIDE 7162 GLENBURNIE LANE CLARKSTON,Ml -48346 DESIGNED IN CONFORMANCE WITH SECTION IFa9 OF THE 2607 FLORIDA BUILDUVG CODE f ft1,RD GABLE STYLE - FLORIDA (248) 625 -336? WITH 2009 SUPPLEMENTS FOR PROLDUC I5, LLC. Sig D AooPESS 1000 Ternes Dr, owb ev. Scott Breitfeld (248) 620 - 4515 r,AX ' WIND LOADS, ANY DEVIATION FROM THESE PLANS y< rrly4x;1 }� l r '1 '� !}t�(` - u ll..ir4! '� ec, *s ar, C. Hutchinson FLORIDA REG. # 31 S69 REQUIRES APPROVAL OF THE ^�°t T`- = Monroe, M148162 March 16, 2009 ENGINEER. SCALE As Noted 1734) 242 -6900 s,- 1 of 1 Depth Dim. 'A' _ 8' -0' t-r3se I 10'•0' Base 12' -0" 14' -0' 16-0' 18' -0' Drawing Item Number Gable e e 10' 0" wide y A 6-0" Side Walls S3LU• 4 r 16198 ALL WINDOWS ARE ENGINEERED TO BE INSTALLED BETWEEN 24" O.C. STUDS "ONLY" WHICH REQUIRES NO ADDITIONAL STRUCTURAL FRAMING NAIL SIDING WITH 2" NAILS EVERY 3" AROUND THE WINDOW CUT OUT WALL CONSTRUCTION NOTES: 1, PLYWOOD PANELS SHALL BE INSTALLED W/ FACE GRAIN PARALLEL TO STUDS. 2, ALL HORZ. JOINTS SHALL OCCUR OVER FRAMING. FLATWISE BLOCKING SHALL BE USED AT ALL HORZ. PANEL JOINTS. 3, PANELS SHALL BE ATTACHED TO BOTTOM PLATES & TOP PLATES. LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION (OR BOND BEAM) W/ NAILS OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT DEVELOPED IN THE PLYWOOD SHEATHED WALLS. 4, WHERE WINDOWS & DOORS INTERUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. 120' B GABLE ELEVATION w/ TRIM OPTION #2 1 SCALE: I . 1'0-