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HomeMy WebLinkAbout10-10043 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10043 BUILDING PERMIT a _ ,F:aA. 74 . I R 'a . 'd. i , 3�,•, , y ESun •s:;.. Permit Number: 10043 Address: 37 f4 - 2 - 1 - 1 - E' ko LOT 301 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0180-00000-3010 Improv. Cost: 33,550.43 � � �._r.. Date Issued: 1/26/2010 Name: BLOOMFIELD LT WAYNE & JEANNE Total Fees: 335.00 Address: 37600 GILL AVE Amount Paid: 335.00 ZEPHYRHILLS, FL. 33541 Date Paid: 1/26/2010 Phone: (614)266 - 2211 Work Desc: GARAGE 23 X 22 /RAISED PORCH 10 X 16/ SCRN RM W /CONCRETE 8 X 18 ' ` , . €,. "7' ° - .•; 13 & • - U I'N • EN RAL FL BUILDING FEE 300.00 L RI AL E 35.00 AVY (e d — QA 4/1/1 �R z r ' �;'�: Px F' d ,,, v fir, c r r F•• R 2ND •U H 'LUMB MI �, IN ULATI•N (LING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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." - % 'i /! '. l CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER vi-N-4 Cam, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS tf Cd)4.-Ack/vk 2ontractor/Homeowner: Date Received: f / 2 / Z Site: 37l 5 , ` ako Permit Type: li,Gfnr)11A WI &ke. Approved w /no comments: ❑ Approved w /the below comments: F? Denied w /the below comments: 0 z) 411 r 1 Wig/ keys tude 6,e Acs Ctf p r+ This comment sh t sh. 1 be kept with the permit and/or plans. Kalvin witzer — . Examiner Date Contractor and/or Homeowner (Required when comments are present) 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department 1 Date Received 11 Z (� S � Phone Contact for Permitting Q 3 r -fin O - _ t D V 4 r- Owner's Name j(g4iAr_ k leam.f.. 51oo CV id Owner Phone Number t- 1 ` ''D41/ ` ;- ;';/ / C__f Owner's Address 137600 4r 11 A U 'L Z -FYI Ps 337/ Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number , Fee Simple Titleholder Address I JOB ADDRESS 3 , AY1r.i91 V. / LOT # 30 / SUBDIVISION 62A sJ //OL0.4 'eV A/ PARCEL ID# 311-',;5.""W`49/10 — 00000 --30/0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED H NEW CONSTR I I ADD /ALT n SIGN n MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR I= COMM n OTHER I I TYPE OF CONSTRUCTION / I — I , .. L Jl G4 •FRAME 6• STEEL Q OTHER I I. DESCRIPTION OF WORK 1 1 1 RA'5 o+� N }��Q7 / $tb f t IIp Awn ,V I BUILDING SIZE I SO FOOTAGE I HEIGHT I BUILDING $ 3.2 91 • y3 VALUATION OF TOTAL CONSTRUCTION F ELECTRICAL $ ..� AMP SERVICE n PROGRESS ENERGY n W.R.E.C. Q PLUMBING $ Aloe I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION f� = GAS = ROOFING I I SPECIALTY I OTHER L C t;u: FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA DYES =NO BUILDER SIGNATURE �J� u COMPANY 1 ath r20/iL I , � REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 0rs Ag ef Z the / ?3s�..1 I License # I &dee s . 7 7 8c I ELECTRICIAN / d J �'J COMPANY I r)� � Ji / 1'!l r I (F FEE 4) SIGNATURE /// it-t 1 / y,/ REGISTERED ( Y / N FEE CU / I Y / N I I Address 0 t e r • . License # I Ei2I JC J[744.3 I PLUMBER COMPANY SIGNATURE REGISTERED I Y / N I FEE CURRENT I Y/ N I Address ( 1 License # I MECHANICAL COMPANY 1 SIGNATURE , REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # 1 OTHER COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I 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, Stornwater 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, Stor mwater 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 H over 52500, a Notice of Commencement is required. (A/C upgrades over 55000) 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 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: 1 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. 1 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 govemment 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, 1 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.S. 117.03) OWNER OR AGENT L60 ., CONTRACTOR Subscrib td and swcmn to (o Aped) before me this Subscribed ands ttr r 1 me this 1 - 11 -/ by Wet( +ee .. J- /) - //) by Z€. ' A' . Who is/are 1arsonally knd in to me or has/have produced Who is/are personally knoeoh to me or has/have produced as identification. as identification. I A • VC- Notary Public / � , .� // C "4 Notary Public Commission No. Commission No. i l a (t 0 c 1 r4 • / /(L i2UC(: A A. A615L me of Nol ary typed; ixmfed -or mped. Name of Notary typed, Printed or stamped . . " ,�►r ne Notary Public State of Florida A>s� �• Notary Public State of'Fio � Bnlre A Asbel F t 'r Bruce A Asbel My [ mrniss;an DD566784 of n i, My Commission DDF ° '',.. F44 06/22/2010 v � 4 'oFco 4 6x, 0 . /, cx frr (fti122/yO I V a..�_n —r , LS uxE1, —.. `: f 4025 Morris Bridge Road ` OOT - MHP Zephyrhills, FL 33543 Phone: 813 782 -1064 « /Ue • ) CONSTRUCTION FE! F"RE ESTIMATES • , J roll Fr ESTIMATE www.bhc * *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE * LANDSCAPING ** Lot #: 301 Subdivision: GRAND HORIZON 37142 NEUKOM Date: 11/3/09 Address: Zip Code: Signature: GLASS ROOM W AI 1 S Signature: Walls + + + = o L/F x $o.00 Date Signed: R System Insulated x _ = o Sq. Ft. x $3.60 so.00 Date Signed: Hand Railing _ L/F x $24.76 $o.00 Fax to: 813- 715 -6585 for engineering Step Railing _ EA x $102.38 $o.00 Aluminum roofs include: Pans, Trim, Gutter, Downspouts, 3x3 Posts & Flashing Maxi Railing 23 L/F x $32.53 $748.19 46 Pans 13 Ft. Long 598 Sq. Ft. x $4.49 $2,685.02 Maxi Step Railing 3 EA x $145.36 $436.08 is Pans ii Ft. Long 198 Sq. Ft. x $4.49 $889.02 Garage Door . _ x _ _ EA x $o.00 24 Pans 9 Ft. Long 216 Sq. Ft. x $4.49 $969.84 Garage Door Header 2 x 12 1 EA x $218.28 $218.28 Pans Ft. Long o Sq. Ft. x $4.49 so.00 Garage Door Opener X 7 1 EA x $334.91 $334.91 Valance 92 L/F x $5.46 $502.32 Garage Door w/Windows 18 x 7 1 EA x $1,502.28 $1,502.28 Gutter on Home z0.s L/F x $6.07 $124.44 ALUMINUM TOTAL $15,965.11 Beam Work 1 x $170.71 $170.71 2x4 SM Beam " 18 L/F x $4.84 $87.12 CONCRE'I'F AND BRICK WORK 2x6 SM Beam 38 L/F x $6.74 $256.12 Slab 8 x 10 = so Sq. Ft. x $3.47 $277.60 2x7 SM Beam _ L/F x $7.33 $o.00 Slab n x 23 = 506 Sq. Ft. x $3.47 $1,755.82 2x8 SM Beam _ L/F x $9.96 $o.00 Slab x = o Sq. Ft. x $3.47 $o.00 2x9 SM Beam 48 L/F x $10.81 $518.88 Slab 3 X 32.5 = 97.5 Sq. Ft. x $3.47 $338.33 2x10 SM Beam 24 L/F x $11.95 $286.80 Side Walk s x 17 = 85 Sq. Ft. x $3.47 $294.95 Carport Gable Framing x $114.86 $o.00 Driveway n x 23 = 506 Sq. Ft. x $3.47 $1,755.82 SCREEN ROOM WALI,S Driveway Flair 7 x 27 = 189 Sq. Ft. x $5.20 $982.80 Lap K.P 8 + 22 + 8 + = 38 L/F x $37.71 $1,432.98 Raised Utility _ 1 1/2" i 4" x $37.40 $37.40 window Ready + + + = 0 L/F x $33.36 $o.00 Raised Patio 6 C- 10.5 X 17 = 178.5 Sq. Ft. x $11.15 $1,990.28 Screen Door 1 EA x $114.66 $114.66 Raised Patio 6 C- s x 22 = 176 Sq. Ft. x $11.15 $1,962.40 Gable Fill one Side _ L/F x $18.59 $o.00 Over 6 per ft per - 6o x i = 60 L/F x $3.28 $196.80 Fan Beam (not wired) 1 EA x $76.82 $76.82 Footer 8x12 Reinforced _ L/F x $5.98 $o.00 Footer 12x12 Reinforced 57 L/F x $8.39 $478.23 UTILITY ROOM WALLS Skirting Footer 83 L/F x $4.62 $383.46 Walls _ + + +_ = o L/F x $43.40 $o.00 1 Tread Step 7 EA x $119.01 $833.07 Shed Door and 1 Window _ EA x $267.50 $o.00 4x4 Stoop _ EA x $307.49 so.00 Single Window (Extra) . _ EA x $95.44 So.00 Fill Dirt ii Loads x $151.73 $1,669.03 Large Window 2 EA x $137.79 $275.58 Lot Grading _ x $385.81 $0.o0 Bug Shield _ L/F x $6.38 $o.00 Brick Skirting Max 5 High Double Shed Doors . _ EA $696.90 $o.00 Split Brick Air - L/F @ Courses x $2.73 $o.00 Gable Walls 22 + 23 + 22 + _ = 67 L/F x $52.36 $3,508.12 Split Brick Solid 766 L/F @ 1 Courses x $2.97 $2,275.02 VINYL ROOM WALLS Firewall 1 x $800.00 $800.00 Vinyl Wall _ L/F x $57.52 $o.00 Pretreat $199.02 $199.02 Lap Top Inside and Out _ L/F x $17.59 $0.00 Misc: 2'x6' Raised Entry/16" Tread $149.80 $149.80 Florida Glass _ L/F x $13.02 $o.00 Misc: $o.00 Insulate Top and Bottom _ L/F x $7.70 $o.00 Misc: $0.00 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $163.04 so.00 CONCRETE $16,379.82 Misc.: 2 coach rites/ 1 vent/ 2 columns $941.60 $941.60 NOTE: According to the FL ALUMINUM $15,965.11_ Misc.: $o.00 Building Code, a crack is not PERMIT $605.50 Misc.: $o.00 a structural problem until it TAX $0.00 Misc.: moo reaches 1/4" in width. TOTAL $32,950.43 All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 1.5% per month will be accessed on all unpaid accounts in arrears. ANNUAL PERCENTAGE RATE of 18% plus attorney's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 DAYS. • LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 01/06/10 B 85 H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: TNR7401 Address: 37142 Neukom Ave. Lot #: 301 Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 10'x16' 1" Raised front porch, a 8'x18' rear Raised Screen Room, a 23' 11"x 22' Garage. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4 ". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Since ly, 04 Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 ' A L WORK SHALL COMPLY WITH ALL P EVAILNG CODES, FLORIDA BUILDING D ONAL ELECTRIC CODE AND �� ��� t �+� • !o A� / TY OF ZE YRHII 1 S t )IzDINANCES u �SCk(tN l�QCA4 iirr. 7 1 Si! % y REV DATE ,- re CI OF ZEPHYRHILLS go 1 /0 P S EXAMINER 0 <---- ,2 3 I/ >I < ; L i l l ' > /OD „,.//.../#>Nsi.ticK7fly:zxy V ^ Fi rz € n y , a L[ K�;Sr f Lv/`/ t/ G a ze.frn.t`f sTQrr — At , 6 T V a JA‘ A r 1'Pa� ; r x ,o , Gaye „„ ac i ` t - t < ,,, . ,,,„7 d/1 t)cc P a W l/ Cos code " I �' w ; N d o cO) SCI )51 0 R 11/ E V n, .— < 5- � r I L� X 6/m d /4),/e/ ZC'J f L-7_3 //r% . ,P0f 5c 7%C/ S te - I r C - s / x/2 ino kid /rMC 2;x6 x b(,0 fiorEIL (6 - / //) a /6 / 3 x/a X , 0.76 , ,o5 l< st6 X53 )3 (6-///) Y ' (d--5- /(11//7,5-R/66' re-/ (1) 5 11 /10 A)0/;/ L (y ,,/ ,re// /16 l ) 5 Ci eEE leo° M a. y , C 5 5( p, 3 TAU 18 11 .111.1".1".1 7 .1. 1 \l/ 5c f 3 14/a(10/7 c \ i'c ti)r /// 61-x r "'xi "x , 0,6 s 56 '9 5 69-3) 0-ii) 3 3 L r`Rr 2.'</A Heelae -R 1 y 00 ie x , i of 60ox / 1 I UHii I iiiiii �_I m�Ir■irl�rr� rr 1 i 1 1 I 1 i 1 1 t e 1 1 i r i r 1 1 II . /1 )3 'ft >l< iz / >I 07 "X 1 ` SIvel /4 "Ut e— A /.sr (/ S/4 6 33 ,c >y °5ti) i / "0� 6pe t/' — a , $ 566 7 1 w Pi l to H3 C l 1 3 X C2 ` Ai, 6 5`() 5t f M pX 1 1 1 r 1 r r i r T 1 1 1 1 1 f t i 1 1 31 1 1 1 I 1 1 1 1 1 1 1 1 I , 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 11 if 1 1 t 1 1 1 1 ) i > A 5( h Se a 0 M M (4ti 0.2 /41d . . 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Z < 0 wa. 0 Z 14.1 a ;I* — N Z J O V C O K 0 AC < ~ O N z F- 3 K O = C W = 1 0 O Ow x Z < = it S j n • ENGINEERING REFERENCE SHEET TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W 1 4" CONCRETE SLAB ON COMPACTED F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK EARTH FILL W/ 6X6X l OX I 0 W W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT WITH WASHERS USE 2500 PSI CONCRETE MINIMUM USE 12 "X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6XIOX1O WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TREATMENT. USE 8 "X12" MONOLITHIC FOOTER TO EXISTING HOME W/ #10X3 "SMS 24" OC W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) 12D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST NAILS ON FRAME WITHIN 10 MILES OF THE COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7 /16 "Xl 1/4 "CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #]0X2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X]" SMS ABOVE FINAL GRADE. 3) 1 "X] "X2 "ANGLE W/2 #10X1 "SMS REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT RE Q POST OR SM BEAM AND MOUNT BEAM TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING CHANNEL AS SHOWN IN CHART B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2 "X RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USING 1 " ALUMINUM ANGLE FASTENED PER CHART B I1I FASTEN 2 "X6" TO 2 "X_ SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B III B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 I /2 " "X 2 1 /8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 10X 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# 10 "X3" SMS B - 3 CHART FOR FASTENING SM BEAMS TO WOOD AND SM BEAMS TO ALUMINUM MOUNT 2 1/8" RECEIVER CHANNEL FOR SINGLE M BEAM MOUNTINGS ‘ 61i1 /0) SOILS AND FOUNDAA11ONS Gradient, load intensity and erasion characteristi of dope 1 805.42.3 Plain concrete footings. Material Of plain concrete foe • The edge thickness footings supporting ng N' 1s of other than l 805.4Footings shall be designed an constructed in Light -same construction shall not be less Allowable 8 inches bearing capacity of the soil is not exceeded, and (2 03 mm) where placed on soil. Thai differential settlement is minimized. The minimum Exception: For plan conceded a thickness s supporting Width of footings shall be 12 inches (305 mm) Group R' 3 occupancies, the odt;p hicnes red to be 6 inches 152 mm . rovidcd 's Pormn- Does tot extend beyond a distance the footing Thickness of the footing ,,ii s id e e greater that Footings in areas with expansive soils shall be designed In accordance with the provisions of Section 1 805.8, Wall. 1805.4,2.4 Placement of concrete. Concrete footings 1 805.4./1,1 Design loads, Footings steal] be Shall not bc placed through waiP.r unless a trcmie or other the moat wufnvot,tbk effects due to the combinations of for method approved by the building iH5cia1 is aced, Where loads specified in Section 1605.3. The dead load shall in- shall bc deposi ted plod under j in y P v j means t otwatto ensure mini ek the clads the weight of foundations„ footings and overlying CODS Are Reduced live loads, as specified In Section 1607.9, mum he wafter woon n by of the a mix mix ix an nd negligible turbulence of Permitted to be used in designing footings. 4.12 1805. Vibratory o ratry oads. Whe loads. machin 180 4. other Vibratory l arc erY opera 1805.4.2.5 Protection of ooricretc• transmitted through the Cg depositing footings foundation, consideration shall be given in the footing s be protected Trom freezing during depositing and for design to prevent detrimental dishubaoces of the soil. period to of not less than five days thereafter W shall Not be allowed to flow through the deposit al coacneu. 1805.42 Concrete footings, The design, materials and cm- siruc0on of concrete foetid 1805.4.2.6 Fermin of concrete. Concrete footings are 18uction 1 through 18 gs shall comply with Sections permitted to be east ter 1805.4205.4 2.6 and the provisions of Ch against the earth where, in the opin• °p' ion of the building official, soil conditions do not require forming,. Where forming is required, h shall be in Exception: Where a dance with "' Crete tiotin specific design u not provided, con- Chapter 6 of ACT 318. footings supporting walls of light -frame construe- 1805.4,3 M lion arc permitted ) f masonry -unit footings to be designed in accordance with Masonry footings. Thc degigs, shall comply Table 1 805.4,2 and oorutnuction o with Sections 1805,4.3.1 and 1805.4,3. and cc vj 5 2.1 Of Chapter 21. 180.4 provisions 180 have a specified Concrete strength. Coocrete in footings Less than 2,500 pounds per °treugth (f c) of not ) sonny - unit per square inch (psi)(17 237 kPa Exception: footings s Where a supporting design w a l s of lig u not ht - con- Al 28 days. it uporti walls on struction arc permitted to b designed in accordance with 1805.4_22 Reserved. Table 1805.4.2. 1805.4.3.1 Dimensions, Masonry -unit footing shall bc laid in 'type M or S mortar complying with Section • FOOTINGS SUPPORTING WALLS OF LIGHT - FRAM CONSTRUCTION& NUMBER OF FLOORS WIDTH OF THICKNESS OF SPORTED BY THE FOOTINGS' FOOTINGS FOOT (inches) (inches) 6 6 3 For S 1 ' 1 inch = 8 25.4 min, I foot a 344.8 reed. a. Depth of footings shall be in accordance b The ground floor is with Section 1805.2. ound under the b T e gr permitted to be excavated to the elevation of the top of the footing the widths table are pamitted end to shall be � by isolated footings. The footing width and length For thickness of foundation walls, see Section 1805.5. not more than 6 Feet on center. `�� shall be twice e Shat arc permitted fo floor addition to the stipulated number of Boaz, Footings supporting root on') Shall be to f Plain concrete footings for Group R -3 occupancies arc permitted to be 6 inches thick 4 N l< r' .1*/0 Tib ,.... 1 , ; At* A ... 8 Sc c6N )eocAi x/U 7Ae065 E# ` ----t sty ,z ? 5 , /y qo' yQ 1 t < 03 I l < it i� / O /vv V ax 4 '-Xtp xv .E 1..> p A Fi n °Z ` 0, /e .) el 14,5,-if L''°' 10, .2 X IC s� ;4 V GAQA%E 4 ` het 4' T — .. E 9S � t5 � 7 ei+ Orc a P w/ eAs (-Fidc , I I V 33 040d Dais S ORt[i6avAy / n 4 4 L�,tl l 1 �,t S /p is /) ' 9 EASe M 641 67+5'6 V 3' k; aiK S _7 M r V C o 1 3 6 4.)cl /7C/)J 74 *1U1 HOME N To: Whom It May Concern RE: Federal Register, H.U.D. Manufactured Homes, Subpart F. - #3282.254 Distributor and Dealer Alterations. Under this section of the H.U.D. Code, distributors and/or dealers can alter a manufactured home in such a way as to attach screen rooms, carports, shed, garages etc. providing said manufacturer is in agreement with the distributor's provisions of alterations. The provision shall provide engineered drawings as to how said alterations will be attached to each home and the distributors and/or dealers shall maintain complete records of all eherations made under this section for a period of not less that five (5) years. There must also be provisions for perimeter blocking at intervals at the attachment sidewalis of the home to withstand the download. With the above appropriate format followed, Jacobsen Homes would be in consent with any and all dealer alterations. Sincerely, Dennis M. Schrader President DMS /pmc P.O. BOX 368, 600 PACKARD COURT, SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726 -1138 11'101 a nulullig',oue vt,tiiiie rage 1 01 t • ill!Ana to. BCIS Home Loci Ir Usei Registration Ho!_ Topics Submit Scrcharge Stets & Farts Publications FBC Staff BCIS Site Map Links Search 6 Approval f USER' Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561 -R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 1801 NW 64th Street R. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock @aol.com Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Dan Cooke Address /Phone /Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 elitealum @aol.com Quality Assurance Representative Address /Phone /Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report Florida License PE -49497 Quality Assurance Entity CI Professional Services, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R1 COI Cert of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ADM 1 2005 ASTM E72 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7561 R1 Equiv Certificate of Equivalency.pdf http :/ /www floridabuilding .org/pr /pr_app__dtl. aspx ?param=wGEVXQwtDgsgJkzX7213 euCe. 4/2/2009 r toriaa building ( -ode t inllne rage z or L Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/10/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 Summary of Products FL it Model, Number or Name Description 7561.1 Iuminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, Panels 3 "/4 "/6 "x0.032x11b EPS Composite Panel, 3 "/4 "/6 "x0.024 "x2lb EPS Composite Panel, 3 "/4 "/6 "x0.030 "x2lb EPS Composite Panel, Limits of Use Installation Instructions 1 Approved for use in HVHZ: Yes FL7561 121 II Elite Installation dwa- R1.pdf Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/ -80 Evaluation Reports Other: In HVHZ, not to be used in structures considered F1.7561 R1 AE Elite FL7561 -R1 Evaluation,pdf living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes protection is provided. See installation drawing for allowable design pressures and spans. l.at4, 1 1 PFD.:.; DCA Administration Department of Community Affairs Florida building Coda Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. AS rights reserved.. Coovriaht and Disclaimer Product Approval Accepts: verrelen - s.e.rea 4 8 YER<YY• 1 A http:// www .floridabuilding.org/pr /pr_a.pp dtl.aspx ?pa. ram= wGEVXQWt )gsgJkzx72BeuCe.. 4/2/2009 Y 3 a m 4 r+noaddv lonooaa aowaivis V011,10 ,� 2 z a a F1 II » I NDIS rwnNwn Yimnrwwmv W L( . _ LL o F J W & g Sl3NVd 311SOdN0'J 3- J WO S d d3 0 � 5 If C o p Z .i 1 . I ELMEld'N m g � m Lll 0.'; 0 F Z r ' ler `s8 I ed A O Uq J Sal 099Y i w sN 0 m w �i ® 4 4 4 d vo Wnu s gg3 I b t c 2 J.0 -r— TIIII -- - T 1 - -.. �I TTyy y )I L ✓ � v NV ImF m la .I -�el W HI \rvrva d� =l c1 1-w v Nm Nµq IQ l ',g c _ cr J z ai _ I N '20 ... T a - 0-U $ x�� .S O c m - a ,, m = A n � , a & P !HIS aI .6 1 v,--- i I N . 00 i • V 0 - N N N a N P Q 1 001 L W _ � .' Z W -J a Z d d ' J _ N I N ..... � d J • C G J L.! a J a _ _ W e i a n. 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I _ 0 075' 1 59,1 t 1 I E t , N i i i : . _ z• I ,- _, 1 gr ' ,,, ....... u , rn ■ . a I ' 4 b:, m u2 1 i i XI 73 L 1 Cil mi F.= g g " ,.. 1 I -n :.... -rt I r •:-... a .... ! irn rn 1 c i g c I / r W tt5 I Cr I 4; g.g g g 1 t I > I 1 5 E 1;1' 1 ,7i t , •,... , --, ; :<-' 0 . . .__. ' 1 4 ,c,)i 0 Ls, , 0 LI 1 _ ) m i I I 0 Fr= I 1,...-. i I . 1 1_1 ...i I I Ce I 1 \ 0....2.1 - ) I-g- - -I-0.805' I I / 2 I 4 ' ,f i t , = ) ( 1 g1,1; $ P, , TmoucT, I ., AL I 1 0 (in .aut_ort4G CONSULTAHT'S C H .... --- I IS; - I - 1 - I IJAitHiN ROOFING PANELS 1 au j" P.O. Eintt 250 Yairicc FL. 7.358f. 2 N... Pt... N..: eicitota.elsrr i ' EI" ----- I ' II PART OR ASSEAOLY: -- -- I Fk". .III I I : o. C Z •‘,. • — I g, G NIMM' ' c' " ENERA! ES & SE ,,,,Ns i , 1 - -- REVISIONS L _ L. !:g_R!gnritit 4-.3-,-DE j ■ --- ' 45 Zeros R.W. BUILD WO CONS INC --- Florida Building Code Online Page 1 of 2 Fl.owoa oewnwtnlrenm t� . rOCA HOW ABOUT DCA DCA PROGRAMS CONTACT DCA.. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 116 , Product Approval L`/)�. t•_"I J USER: Public User Community • Affairs t . Product Approval Llgau > product or Application Search > Application List > Application Detail • COMMUNITY PLANNING FL # FL2864-R2 Application Type Revision i IXISINGCC4"AlITY, Code Version 2007 DEVELOPMENT Application Status Approved Comments 'OFFICE OF THE Archived SECRETARY Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473-4421 Ext 117 ddewey @kinro.net Authorized Signature Kinard Mike mkinard @kinro.com Technical Representative David Dewey Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473-4421 Ext 117 ddewey @kinro.net Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA /WDMA /CSA 101/I.5.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 Summary of Products j FL it Model, Number or Name Description 2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Pa 06/17/2012 Design Pressure: +45/ -45 Installation Instructions Other: FL2864 R2 II Window Installation Florida v032009.odf: Verified By: American Architectural Manufacturers Association Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: r-- Back 1 L Next J DCA Administratioq Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 2000 -2005 The State of Florida. All rights reserved. Cnnvrioht and Diarlaimrr Product Approval Accepts: ®®ER Ell VAR. :° - 03-11•2009 14: 5r. l: rl 1 f•10E;ILE HOME SlIF'F'l `i' 0636E i3. ^ ?`_• Pi-6E: 01( R Jan. 20, 2906 Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow these instructions may cause the window rot to fnnetioa properly. All product liability and warranty could be void. These imbibition instructions are recommendations only. Local building codes may impose additional requirements, and those codes may supersede the instructions. Roush Opening Preparation A. Opening for windows should be framed in accordance with the required standards for sin of window used in order not to apply any loading to the window which may hamper its operation. The prepared rough opening should allow 1/8" clearance on each side, the head and the sill, including the thickness of pre - finished paneling, shims, liners, etc., where used. B. Window roach onenine should be level. ',Iamb and square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is rtieeommended that the sill of the rough opening be straight and level Bowed or warped sill Diming members can result in a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 inches above the floor, nor shall. any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be located in excess of 54 inches from the finished floor. E. Flashing: It is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. 11. Whtdow Installation A. It is recommended to apply a 1/8" thick, suitable, good quality, non- hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. If a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not use a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. 1)0 not remove any shipping clips (if' provided on the window series being installed) and always keep operating sash closed and locked during installation. 1 Et 7 1 - 2E1E19 9 q : 5E; k' H J HIE 1 LE HOME SUPPL ' 8E36E. i 533 5. PAGE : 1 C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener at approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member - (Note: When installing windows check the window sill for straightness. if the window sill is crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the cen ter of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window frame. See section 11i for fastener information. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting Procedures could negate window certification. G. If the exposed surfaces of ere rough inside opening are to be trimmed out with pre - finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. If interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. Do not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. TI. Windows should be checked after installation' to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. 1. The window's exterior mounting flanges should be checked after the installation to assure an all- weather seal. It is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fins (size 72" in width and wider) Kinro recommends a sill support (minimum I" thick) be installed underneath the projected frame sill on the outside. 2 9=3-11 20 09 14 : 5E L. h J .1 MOBILE HO11E SI IPFL '( 86 hET 3 ^5• PAGE : E K. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtemmce system negates the window certification. The operating instructions and certification label are a permanent part of the Egress unit and must not be removed. L. There should not be any obstruction placed, pttsched, or located inside or outside an Egress window which would hamper direct access to Egress Devices or es axoech on the minimum dimensions for horizontal,,vestical, and square feet of area required for exiting. Centime Flanunable fabrics could prevent access to the exit devices. M. An operational check of each installed tress Window or Device shall be made at the installation site. For HUD manufactured homes it is recommended ded that the Manufactured Home Factory record and retain a pernan►ennt record of the serial number of the Egress unit in direct correlation with the serial number of the Manufact and Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defects and/or imminent safety bawds. N. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and leaks may occur. Warranty is void. 1I1 A. Either screws, nails, or staples may be used as fasteners for your installation. The fnste ser must penetrate the stud at least one (1") inch, allowing for exterior sheathing. The pre - punched mounting holes in our window flanges are to assist our customers who use #8 putt head screw fasteners. Other equivalent fasts hers would be as follows: 1. 6D smooth drank nails (min. 144" penetration) 2. 6D ring shank nails 3. 16 pup adhesive coated staples, 7116" crown. Note Any der, either screw, nail, or staple that is left exposed to the weather should be of a plated type that will not corrode. C. 1. Wit d Sneed 7.orres 9r Hank aired hear i Y1: oo unevau corrugated siding, a fasteler Amid .be pieced law every hole to mart a proper Weather seat around the palmier der of the window. On smooth wood finish siding a fastener in every other bole for aluminum windows and every bole for vinyl windows b recommended. When installing a window in this fashion, the installed window should be checked to ensure that the are a+o excessive dams or risen is the fin that would allow a water or air leak. Exterior type trier could then be placed over the window. When using nails or staples, they do not have to be in the hole, just in the general location. D. L Wind Seral ?a►rrsul9 sask l D W J1, : one fastener should be placed in every mounting hole to meet structural strength. Except for the required number of fps, follow all Virus listed above:. Pt.t.he-e-5.44- Al e f illit( < E P, D /Dy r? d244. ! M iC( OFCAt 'T ,_ 3 ____ __ ,• , WINDOW INSTALLATION $ FASTENER PLACEMENT 410A , c a - .. . 0 4 FIRED SIDE OPERATING SIDE 1 F119 LITE .�. •S. 0 . 0 OPERATING HORIZONTAL SLIDE SASH WINDOWS VERTICAL SLIDE d Q S INGLE HUNG & ! PICTURE W I N DOHS _ After initiel festeeers ore placed run all other fasteeers from . a — 'd 3 ' -'-- -> one of them fo the end of the member. DOUBLE END SL I DER It is recomweeded to .hays start COMBINATION et the opproe imate center of the jamb, , WINDOWS VIMD011 FASTENER W v. SEALANT /TAPE t1MIlOf FASTENER SEALANT /TAPE -- SIOIRN W METAL swan �! `— z Li < 1. FRAME JAMB FRAME JAMB '- Z ERIN X M 1 UL IOM IM LA ION 0 C::$ = 1 KIEV MN1 S IMTERIOS All STUD FIRISM FINISH - V) U ,__J „ — 111' I /tE' La/ La_ CC TYPICAL NINE JAI! CRONS SECTION TYPICAL SIDE JAMB COONS SECTION ■ITN IRTENIOR TRIM NUN INTERIOR MIN INSTALLED AFTER nIDpR Page 4 of 4 INSTALLED NUM IFINMMO Florida Building Code Online Page 1 of 1 3 - A 7 a ' fi " u�"_ DCA NONE ABOUT DCA DCA PROGRAM( CONACIOgit BCIS Home Lop In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search a } t Product Approval ,,( 4 1 : USER: Public User z7x; ,wrd+r. Community Affairs l Product Approval Menu > Product or Application Search > Application Uat Search Criteria Refine Search Code Version 2007 FL# 5302.17 Ogostrasicotolowen( Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL w Application Status ALL Compliance Method ALL z� ttr Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL FE Product Model, Number or NameALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ' ALL 'Search Results - Applications FL# Type Manufacturer Validated By Status FL5302 Rl Revision Amarr Garage Doors Steven M. Urich, PE Approved History FL #: FL5302.17 Model: Stratford (M600) and Heritage (M950) (717) 932 -8500 Description: Dwg. IRC- 6018 - 120 -15, 16'2 thru 18' wide Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies DCA Administration Daprtmo nt of Community Argolis frorida /uHdtng Coda Coding Codas and Standards 2555 Shumard Oak Boulevard Tallahassee, florid' 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 - 2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: la RIM VeriSlen Ncrr•ra ru�srr f11!"S http: / /www.floridabuilding .org/pr /pr_app_Ist.aspx 4/13/2009 STRUCTURAL SOLUTIONS, P.A. Structural Engineering • Investigations • Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC-6016-120-1S Test Dates: I 11/7/2002, 5/25/2005 I Project No.:105-035 Design Pressures: +21.8 psf, -24.8 psf Report Date: 8/18/2005 Test Pressures: +32.7 psf, -37.2 pd Test Location: Amarr Garage Doors, 1Cemersville, NC ASCE 7-98/02 Criteria: 120 mpb, Exposure B, 30' Mean Roof Helaht, 5' In Edge Strip Witnessed By Danny Joyner - Amarr Garage Doors; Thomas L, Shelmerdine, PE - Structural Solutions, P.A. Deseriotion of Test Soechnen: A 16' wide x 7-0" high residential steel sectional garage door, one (1) section wide by four (4) sections high, each section being 2" inches thick by 21' high galvanized steel sheet. The door sections were connected together with one (1) 14 gauge galvanized steal end hinge at each end stile and one (1) 14 gauge galvanized steel center hinge at three ofthe interior stiles as shown on the drawing. Garage door Model No. 600 manufactured by Amarr Garage Doors was used in the test. The test units are further described on drawing IRC- 6016-120-15. The sections were reinforced as follows: November 7, 2002 Test: The bottom three sections were reinforced with two (2) 3" x 20 gauge galvanized steel struts located at the top and bottom of each section; the top section was reinforced vvith one (1) 3" x20 gauge galvanized steel strut located at the center of the section; May 25, 2005 Test: Each section was reinforced with two (2) 3" x 20 gauge galvanized steel struts located at the top and bottom of each section. The top section contained long panel glazing,. Manner of Testing: The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Unifonn Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 4' deep, 9' high, and 20' long. The enclosure was framed with shop welded steel angles and covered with 3/4' thick plywood. The door was covered with plastic sheeting to prevent leakage ofairpressure. At one end ofthe enclosure, a "Dwyer" Series 477 Digital manometer was attached to measure pressure inside the enclosure. Two duct fans were attached in series to the enclosure with flexible ducting to provide the positive and negative prmsores. Teat jProcedure The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face ofthe door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. Step 5: Load the door to 150% of the Design Press= (which equals 100% of the Teat Fri:sane) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. EIMI1Ma The 16' x 7 Model 600 as described on Drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16' x 7 Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with Drawing IRC-6016-120-15: • 16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lien of 25 gauge steel) • 10' to 16' wide Model 600, 650 and 950 doors with heights of 6 through 14'-0" • 16' x 7' Model 950 glazed long panel doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) • 15'-6" if-0" wide Model 600, 650 and 950 glazed long panel doors with heights of 6'-6" through 14'-0" t its mit Submi • l'AetsHE . 0 - Eits . • if • go.- — SIR , SOLE/noi/S ; Thon4 . 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I° i INCEENVENEEMPV1 R. 111111111111111111111111111111111111111111111111111111EREEMEENEER 11:1111111111111101111111111111111111111111111111111111111d1M2M21t2= - , .11EBEEEEEEEMEEEMIEMEgiiEENEEHEEEEEEEHEIEEE1 : MEEEMENEMEMEHEEEEENEE'IMEMEEtiaktiMiiffil IMEEREEEMERHEFEEMEEEnEESEIFEEMEEHEREERHEI v IENEE:771 111 ' '3 NEV19 1 :10711: 1" 171 4 al g4 5 _ 5. _ 15. IN 541 I • A _ A le! 1 .:. 15; _. 4 . i 1 5: 50 ii-Al 54 1.11ZHEEMEMEHELLEHEEMiiiiiiiliEHHOIELEHLEMEE. tizAkk, genklzbWst-if2kkiet %. e ..._ pa thlalit 2 V ligkikt'llek giu §t§ttittit.§§ 1 4""k"."''''''" 5. kbletitAkiskiallb b 5 tOali.lk!ei.IM°41MP-i- 605151ual Wg mkkhAkahxhxkxkhkx B w ,_ <bblebkb:rb** ...i W •-• - - - - - - •- pl .-j 2 ..I P ID F- 610t° b 1D .qt.'=!'t1k 1° :,, - .1 d hnig W3*113gil Vf0 z '016I , ;-::: ..„ I 1 i A , , iuu ; :::i::: - lel i ll 1 ! 1 ‘ A . . -81110V ' g i g 1 - - e 1 ..1 to - k..mmes . ' M9OffiggRI!! -.- 1- I Oil ':--:.- i IN I 1 ri iti? 4 k igl m - 41 hv g PI ! 1 1 `' nInt5NEM ''' 0,M tt CI- I 11 11 I b g I i aseamesses s 1 i ee "' A 1 : I : 1 \ r §q111-111 V 1 :'d sa 7.7_;-- g 41 I g lip viietale -. q***/ " di- i Ii 40 Ill 4- " rrInnIARRIARan -,:: 7 10 %I 6 11 1 -- 111 — a i • a z: A R RI A A , 1 R R u.1 ow ' 4 A 10 :,1!1; --ig i g es -Imalliolinzz o lt: g i = . i 10 1 „A 3t : W 5 al PM I Q 1— • • 11111111111111111111111111111111111111111131111111111111 2010005252 S/H NOTICE OF COMMENCEMENT Repl: Ree:10 DS: 0.00 1282577 IT: 0.00 .00 Permit No. . 01/13/10 -- - Dpty Clerk Tax Folio No. 34-,:).5 0/.8_12 =_./2 3Q//2_. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.1 of the Florida Statutes, the following informatio is provided in this NOTICE OF COMMENCEMENT. I .Description of property (legal description): �,QAnrbJ - /# ., ,... - , r i,, 4. '„ ,_ rIG.• W)i P(4 ?O a) Street (job) Address: 3 1 - , , 1 A 2.General description of improvements: r ; _ .1 ti. avaT ,1,5:& S4,2A-e r dmilvef &__ — - 3.Owner Information - Y - - -- a) Name and address: • ► .., t. .' +o 4 la Ao T. b) Name and address of fee simple titleholder (if other than owner) c) Interest in property • ntractor Information ` ilii a) Name and addresa•bbi f Di' evytrq,1 [' I 1 a. . i10-5 1V1nciM, - 8r,(!pp. I. 7. t+t•tL s 33514 b) Telephone No.: 9 1'9- ? -I D & Li Fax No. (Opt.) 51M - (eS 5 5.Surety [nfonnation a) Name and address: . . _ . b) Amount of Bond: Paula S. O'NEIL, PASCO CLERK t. COMPTROLLER c) Telephone No.: 01 10 � 1 g 1 PG o i 6.Lender v a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.111 addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: a) Name and address: . b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING T() OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF C 1 MMENCEMENT. �. STATE OF FLORIDA ' / C COUNTY OF - . j , f 6 . • •� Bruce A Asbel / / I GLU �,ar Notary Public: State of Flo Sig • tore u Own r or Owner's Atnhori • Offici/Director /Partner /Manager My Commission DD566784 . c ■ t 9 o at - . or r<0 Ex Tres 06/22/2010 Print Name The foregoing instrument was acknowledged before me this 12- day of 04\ , 20 1 C) , by ikaAlr f' \nemn ,-,"' as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party o If of whom instrument was executed). Personally Known OR Produced Identification /�� /�J y Notary Signature 7 g . 64 Type of Identification Produced Name (print) 13/ v T . / TSQG L- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ronttsNoc"wzooi — Puoli State of Fi onoa _ R I / � Aar ,ii„ i.<. _ 11 0 • NoKry S,�..antrc o atural Person Signi 1 m line N 10 Above • � Bn,ca N Awe; Si g a Nry Commission DD566784 or rid Ex Tres 06/22/2010 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WI N SS MY HAND A D OFFICIAL SEAL THIS DAY OF id_ 2OI0 PAULA O'NEIL, ** L Y _ R ^ 1