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10-10164
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10164 BUILDING PERMIT Permit Number: 10164 Address: 4923 fitii ST 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: MOORES FIRST ADDITION Est. Value: Parcel Number: 14- 26 -21- 0010 - 00400 -0060 Improv. Cost: 1,200.00 - 717 Date Issued: 3/01/2010 Name: KNOWLES, JOHN Total Fees: 60.00 Address: 4923 17TH ST Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 3/01/2010 Phone: (813)788 -4980 Work Desc: REPLACE GARAGE DOOR , .gy J4 s H r L•W • H. N R I BU L•IN E 60.00 0 Ilk 1 11 P sat, • - 2 i RSU H PLUMB MI IN LA IIN EILIN 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." CONTRACTOR SIGNATURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department 4107 l 33 / Date Received —/ (� Phone Contact for Permitting - 1 Owners Name OM C n(�Oh�tAGS ` y �r Owner Phone Number %II? ' 7n- L i C t� Owner L,Q Owner's Address `Zs 1i' Sk Z► 1 1 . Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 462 3 F7 i' 5+ Z y f k•11> EL 3361_a_ LOT # 7 SUBDIVISION MOOrGs � '' PPARCELID# ILA 2-1 M[� � ^ 00lo- w1Q0- WLQ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I SIGN 1 1 MOVE 1 I DEMOLISH INSTALL REPAIR PROPOSED USE I SFR n COMM n OTHER I TYPE OF CONSTRUCTION n BLOCK /l n FRAME I STEEL JJ OTHER DESCRIPTION OF WORK ke Pace- Garay LbO� BUILDING SIZE SQ FOOTAGE I HEIGHT .(. BUILDING $ /2_007 0 00 VALUATION OF TOTAL CONSTRUCTION In ELECTRICAL $ AMP SERVICE [] PROGRESS ENERGY Q W.R.E.C. n PLUMBING $ n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ET GAS I ROOFING n SPECIALTY n OTHER //- FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IVES I ENO , ` r t f CHRA • SIGNATURE r�"�� ���� X*\ fl� CA NY L(�l�`° \ �G \L�( A J (V N 362A SO �� Address k YGrk C(,4erLQe o32FAt I License# 1 CGL l�08 7 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURRENT I Y/ N 1 Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N I Address License # l OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT 1 Y/ N 1 Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for 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. 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 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) ZZ _ Y OWNER OR AGENT ' afrE77f' CONTRACTOR - .i'� %% ub crib and swom to (or affirmed) before me this Subscq'bed and sworn to (or affirmed) before me this — 1 lJ by — / — / V by Who isJ -re. personally known to me or has/have produced o is/arg personally known to me or has/have produced as identification. as identification. 411111:441 Notary Public ^' sh r A1N Mary Public • ;� ; •r a n - ')� �� 621' R C om is on No. ° ` * ` C omm i ss i on II 9 621833 4. • 1301 a ores �. � xplr r r �, Insurance 80 0. 08 54019 } � 9f v x ` • Baalad Thry Troy Fen Outlive 000485.7019 • - • 1 , •tary ;e. printed or stamped Name of Notary typed, p or stamped L ciwE ' s 8529 South Park Cir Suite 430 Orlando, FL 32819 Bus. 407/370 -2872 Fax. 407/352 -6309 Limited Power of Attorney Date: 2- /9 - /O To: Building Department From: Peter Anthony Cafaro III L� I hereby name and appoint Rome Gomez, J.T. Wilkinson, Roy Arrieta, Robert Foerster or Roy Merritt, a permit service for Lowe's Home Centers Inc. to be my lawful attorney in fact to act for me to register my license and apply to c s� ZP-�►�(' ),rI� for a i \Ott permit for work to be performed at a locati n described as: (Address of Job) L1 I $ + 2 eflykAIS 1t, S3S42- (Owner of Property) ` Jakn P K/W w41G5 And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony 9'aro III State License 1ualifier Lowe's Home Centers CGC1508417 CCC1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this / 9 rp day afFeey ,fky ,2009. 0 0Ar Notary Public State of Florida J Kari M Riccaboni `l y � 9 ` My Commission 00792655 'f or r ,,o Expires 05/28/2012 My commission expires Pasco County Parcel: 14- 26 -21- 0010- 00400 -0060 001 Page 1 of 2 Data Current as Of: I Weekly Archive - Saturday, February 13, 2010 Parcel ID 14- 26 -21- 0010 - 00400 -0060 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Final 2009 Value KNOWLES JOHN P JR & JOAN C Ag Land $0 4923 17TH ST Land $19,642 ZEPHYRHILLS FL 33542 -6021 Building $90,596 Physical Address Extra Features $9,244 4923 17TH ST ZEPHYRHILLS FL 33542 -6022 Market Value $119,482 Assessed (Save Our Homes) $78,812 Homestead 196.031 - $25,000 Legal Description (First 4 Lines) Non - School Additional Homestead Exemption - $25,000 MOORES ADD MB 1 PG 57 LOT 6 & Non - School Taxable Value $28,812 N 20 FT LOT 7 BLK 4 School District Taxable Value $53,812 RB 1100 PG 596 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line II Use (Description I Zoning II Units II Type II Price 'Condition II Value I I 1 11 0100 I SFR 11 00R3 II 6,600.00 II SF II $2.82 II 1.00 0 $18,612 I 2 II 0100 I SFR 1 00R3 1 2,640.00 II $F I $0.39 I 1.00 II $1,030 I Additional Land Information Acres I 0.21 II Tax Area II 30ZH I FEMA Code II X IIResidential Codell ZHLGLP7 Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1979 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 Line II Description Sq. Feet II Repl. Cost New 1 II BAS II 1,770 I $101,775 2 11 FOA II 150 I I $2,185 I 3 I FGR I 528 I I $12,133 4 1 FOP II 54 II $805 Extra Features (Card: 001 of 001) Line Description Year Units Value 1 DWC 1979 575 $503 2 DCFENCE 1994 1,248 I $466 3 FIRE PL 1979 1 I $495 4 UDU -M 1979 1 $440 5 POOL -6 1979 480 I $5,760 6 COOL DK 1979 375 I $784 7 UDU -M 1995 144 I $796 Sales History Previous Owner N/A Year I Month Book /Page I Type II Amount 11 11 1 1 http: // appraiser. pascogov. com / search /parcel.aspx ?sec= 14 &twn= 26 &rng =21 &sbb= 0010 &b... 2/16/2010 Florida Building Code Online Page 1 of 6 4 t „ 5 3 ,, ,, ‘ ,-;-:!, , : t ' -3 ... 40. 0416,,, A w,„„,„: , _ ...._ ,ir � ,y, 6, a,� .�,.. _ r " a r � � � VV =,1; ` ; - CIS Home Log In User Registration Hot Topics ubmi urrchh - at P�Ct5 Publicati� �� GrrY COIF ZEP Y' LS illi PLANS F. �CA MPNER; - -- Ks _- , Product Approval : ` USER: Public User , Community Affairs P Approval Menu > Product or Application Search > Application List > Application Detail #" AIL _ , LCOMiP L Y `VITIIALL F # tj IORIDA App li c ation Type A ItL \ 1 E , CODE, N r ' ' �j A�L ECTRIC COLE ATE' � - ; Code Version c 'rY OF RI!1LLS (�T DINANCE�: � r Application Status Approved Comments 7 ��i Wayne - Archived Product Manufacturer Dalton, a division of Address /Phone /Email 3395 (850) Addison Drive Pensacola, FL 32514 600 Authorized Signature Greg Taylor gtaylor@ Wayne- Dalton.corr Technical Representative Address /Phone /Email Quality Assu/Phorance Representative Karen Reed Address ne /Email 3395 Addison Dr. Pensacola, FL 32514 (850)475 -6188 kreed @wayne- dalton.com Category Exterior Doors Subcategory Sectional Exterior Door Assn Compliance Method Evaluation Report from a FI Professional EngineE Florida Evaluation Report - Hari http: / /www. floridabuilding.org /pr /pr app_ dtl. aspx ?param wGEVXQwtDqujmeb8GbxRy... 2/ 16/2010 Florida Building Code Online Page 2 of 6 Florida Engineer or Architect Name who Jeffrey P. Arneson developed the Evaluation Report Florida License PE -58544 Quality Assurance Entity Intertek Testing Services Ni Quality Assurance Contract Expiration Date 03/06/2020 Validated By Dole J. Kelley Validation Checklist - Hi Certificate of Independence FL8248 R5 COI Cert Ind.l Referenced Standard and Year (of Standard) Standard ANSI /DASMA -108 ANSI /DASMA -115 TAS -201 TAS -202 TAS -203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2009 Date Validated 04/27/2009 Date Pending FBC Approval 05/04/2009 Date Approved 06/09/2009 Date Revised 02/12/2010 Summary of Products 1 IFL # Model, Number or Name Description 8248.1 8000/8100 #1101 9' Max width. 14' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5 I_I 1_1 Approved for use outside HVHZ: Yes FL8248_ R5_ II_ 3( Impact Resistant: No FL8248 R5 II Ja http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDqujmeb8GbxRy... 2/16/2010 Florida Building Code Online Page 3 of 6 . I Design Pressure: +22.90/ -26.30 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind -borne debris regions. Evaluation Repo t FL8248 R5 AE F Created by Indep 1 8248.2 8000/8100 #1102 9' Max width. 14' i intermediate secti 1 I Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5 II 11 I Approved for use outside HVHZ: Yes FL8248 R5 II 3( Impact Resistant: No FL8248_ R5_II_Ja Design Pressure: +26.90/ -30.80 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep I meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep 8248.3 8000/8100 #1103 9' Max width. 14' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R5_II_11 I Approved for use outside HVHZ: Yes FL8248 R5 II 3( 1 Impact Resistant: No FL8248_ R5_II_Ja Design Pressure: +35.70/ -41.00 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep t 8248.4 8000/8100 #1104 9' Max width. 14' intermediate secti I Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R5_II_ 1 I Approved for use outside HVHZ: Yes FL_8248_R5_II 3_( Impact Resistant: Yes FL8248_ R5_II_Ja Design Pressure: +46.00/ -52.00 Verified By: Jeffr( 1 Other: Created by Indep Evaluation Repo I FL8248 R5 AE F Created by Indep 1 8248.5 8000/8100 #1121 16' Max width. 14 or intermediate SE Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_ R5_ II_ 11 Approved for use outside HVHZ: Yes FL8248 R5 II 3( Impact Resistant: No FL8248_R5_II Ja Design Pressure: +15.30/ -17.00 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep 118248.6 118000/8100 #1122 1116' Max width. 14 http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDqujmeb8GbxRy... 2/16/2010 Florida Building Code Online Page 4 of 6 it II Ilor intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R5_II 11 Approved for use outside HVHZ: Yes FL8248_ R5_ II_ 3( Impact Resistant: No FL8248 R5 II la Design Pressure: +23.00/ -25.00 Verified By: JeffrE Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep 8248.7 8000/8100 #1123 16' Max width. 14 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5 II 11 Approved for use outside HVHZ: Yes FL8248_R5_II 3( Impact Resistant: Yes FL8248_R5_II Ja Design Pressure: +30.00/ -33.50 Verified By: Jeffrc Other: Created by Indep Evaluation Repo FL8248 R5 AE F Created by Indep 8248.8 8000/8100 #1124 16' Max width. 14 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5 II 11 Approved for use outside HVHZ: Yes FL8248_ R5_ II_ 3( Impact Resistant: Yes FL8248 R5 II Ja Design Pressure: +34.40/ - -38.30 Verified By: JeffrE Other: Created by Indep Evaluation Repo FL8248 R5 AE F Created by Indep 8248.9 8000/8100 #1125 16' Max width. 14 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8248R5_II 11 Approved for use outside HVHZ: Yes FL8248_R5_II_3( Impact Resistant: Yes FL8248 R5 II Ja Design Pressure: +46.00/ -52.00 Verified By: JeffrE I Other: Created by Indep Evaluation Repo FL8248 R5 AE F Created by Indep 8248.10 8000/8100 #1141 18' Max width. 14 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_ R5_ II_ 11 Approved for use outside HVHZ: Yes FL8248_ R5_ II_ 3( Impact Resistant: No FL8248_ R5_II_Ja Design Pressure: +18.50/ -20.70 Verified By: JeffrE http : / /www. fl o ridabui l di ng. org /pr /pr_app_dtl . asp x ?param =wGE V X QwtD q uj meb 8 GbxRy ... 2/16/2010 Florida Building Code Online Page 5 of 6 Other: Glazing is not impact resistant and does not Created by Indep , meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep 8248.11 8000/8100 #1142 18' Max width. 14 or intermediate se I Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5 II 17 Approved for use outside HVHZ: Yes FL8248 R5 II 3( ° Impact Resistant: Yes FL8248 R5 II Ja Design Pressure: +34.40/ -38.30 Verified By: JeffrE Other: Created by Indep Evaluation Repo FL8248 R5 AE F Created by Indep 18248.12 8000/8100 #1143 18' Max width. 8' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_ R5_ II 11 Approved for use outside HVHZ: Yes FL8248_ R5_ II_ 31 Impact Resistant: Yes Post.pdf Design Pressure: +34.40/ -38.30 FL8248 R5 II Ja Other: Verified By: JeffrE Created by Indep Evaluation Repo FL8248 R5 AE F Created by Indep 8248.13 8000/8100 #1144 18' Max width. 8' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5 II 11 Approved for use outside HVHZ: Yes FL8248_ R5_ II_ 31 I Impact Resistant: Yes Post.pdf Design Pressure: +46.00/ -52.00 FL8248 R5 II Ja I Other: Verified By: JeffrE Created by Indep Evaluation Repo FL8248 R5 AE F Created by Indep 8248.14 8000/8100/8200 #1100 9' Max width. 14' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5 II 1_1 Approved for use outside HVHZ: Yes FL8248 R5 II 3( Impact Resistant: No FL8248 R5 Ja Design Pressure: +15.90/ -18.20 Verified By: JeffrE Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep hap ://www. floridabui lding org /pr /pr_app_dt1. aspx ?param =wGE V XQwtDquj meb 8 GbxRy ... 2/1 6/20 1 0 Florida Building Code Online Page 6 of 6 8248.15 8000/8100/8200 #1120 16' Max width. 14 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R5_II_1] Approved for use outside HVHZ: Yes FL8248 R5_ II_ 3( Impact Resistant: No FL8248 R5 II Ja Design Pressure: +12.40/ -13.80 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep 8248.16 8000/8100/8200 #1140 18' Max width. 14 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R5_II_11 Approved for use outside HVHZ: Yes FL8248 R5 II 3( Impact Resistant: No FL8248 R5 II Ja Design Pressure: +12.40/ -13.80 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind -borne debris regions. Evaluation Repo FL8248 R5 AE F Created by Indep Back Next DCA Administration 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 -2010 The State of Florida. All rights reserv■ Privacy Statement 1 Copyright Statement 1 Accessibility Statement 1 Plug -in Software Product Approval Accepts: Check VeriSion Secured VERIFY http:// www. floridabuilding .org /pr /pr_app_dtl. aspx ?param= wGEVXQwtDqujmeb8GbxRy... 2/16/2010 P i w ¢ > rn r. c.,' m x° r m K 0_ m zk F y ce O °8° i° j I Z oC]PWO N z U N N Z_< n dm n W Ym n o o �i "'� r ° o a ZS N d w L <aZa 2l^WFaz 02Z O ? 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Z Z I \�� =`_I. 0 ��; I "IC1.1114 Z I 0 X � 0 t M O U Z ° D 0 w Z H 1- r- 0_ W W 1= Z o a =ZWQ 11 Z D a - D Z D 0 fr v 0 Q Z v D W Z W Z Z � �m000 DI w I M F ZDU 0_ _I � 0)0 2 Z W_JQ �Q Z L, In Z_ 0_ O CL U v- CO O Q ° O m O 0 (n J J 0_ \ J W CO J o N 0 N m 0 = Z W U 0] U 0 1 Z W J < <tQ NDUJ Q 0 0 cn ��\ J _ ....7 NQO J U 1 0 I Q - CO M Z -I Q Q F- M N 5QO \�\ D +I cn i m ar 1 \� i m m N w ! 1 O w a0 118 ;Idl III :111%. 3 O 1261 �z Cr LJ 1 o 5 Ocn o2 m <z " - o 0 -.Q O' O 0 U In Z ( 14 UJ - z m J zcO . a_ Q Z< • �w W OQ U Z • ° X J x II Q 0 D o - N j O CO CD D Z w 1- J J 'Q0- O_w00 CO J W.2 (1) CO 1 1 a 0 f,,, , a lt on Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS -161 may be used as an alternate to this document. P/N 324620 Rev. P8 SCHEDULE1 • 3/8" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB (IN) MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB (LB /FT)NOTE 3 GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 22 280 24 23 20 300 24 22 19 320 24 20 18 340 24 19 16 360 24 18 16 380 22 17 15 400 21 16 14 420 20 15 13 440 19 15 13 460 18 14 12 480 18 13 12 500 17 13 11 520 16 12 11 540 16 12 10 560 15 11 10 580 14 11 9 600 14 11 9 620 13 10 9 640 13 10 9 660 13 10 8 680 12 9 8 700 12 9 8 720 12 9 8 740 11 8 7 760 11 8 7 780 11 8 7 800 10 8 7 1. BASED ON 3/8" DIAMETER LAG SCREWS WITH 1" O.D. WASHERS WITH A 1- 9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16f1/2 = 2401b/ft 4. CHART IS BASED ON 6-6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1 -1/2" AND HOLES SHALL BE PRE- DRILLED TO PREVENT SPLITTING. 8. CALCULATIONS CONFORM TO ANSI /AF &PA NDS -2005. 9. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 818.2.1. Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB (IN) MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB (LB /FT)NOTE 3 GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 19 120 24 20 16 140 23 17 14 160 20 15 12 180 18 13 10 200 16 12 9 220 14 11 8 240 13 10 8 260 12 9 7 280 11 8 7 300 10 8 6 320 10 7 6 340 9 7 5 360 9 6 5 380 8 6 5 400 8 6 4 420 7 5 4 440 7 5 4 460 7 5 4 480 6 5 4 500 6 4 3 520 6 4 3 540 6 4 3 560 5 4 3 580 5 4 3 600 5 4 3 620 5 3 3 640 5 3 3 660 4 3 2 680 4 3 2 700 4 3 2 720 4 3 2 740 4 3 2 760 4 3 2 780 4 3 2 800 4 3 2 1. BASED ON 16d COMMON WIRE NAILS (0.162 "x3 -1/2 ") OR 16d THREADED HARDENED -STEEL NAILS (0.148 "x3 -1/2 ") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240Ib /ft 4. CHART IS BASED ON 6-6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. 8. CALCULATIONS CONFORM TO ANSI /AF &PA NDS -2005. Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 SCHEDULE 3 3/810 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB (LB /FT)NOTE 3 CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 23 500 16 20 22 520 16 20 21 540 15 19 20 560 14 18 19 580 14 18 19 600 13 17 18 620 13 16 18 640 13 16 17 660 12 15 16 680 12 15 16 700 11 14 15 720 11 14 15 740 11 14 15 760 11 13 14 780 10 13 14 800 10 13 13 1. BASED ON 3/8 "0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 1" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3 ". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b /ft 4. CHART IS BASED ON 6' -6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. CALCULATIONS CONFORM TO ANSI /AF &PA NDS -2005 AND ACI 318 -05, APPENDIX D. Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 SCHEDULE4 3/8 "0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER 2000 PSI 4000 PSI 2000 PSI GROUT JAMB (LB /FT) CONCRETE CONCRETE FILLED CMU NOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 22 340 24 24 21 360 24 24 20 380 24 24 18 400 24 24 18 420 24 24 17 440 24 24 16 460 24 24 15 480 23 23 15 500 22 22 14 520 21 21 13 540 20 20 13 560 19 19 12 580 19 19 12 600 18 18 12 620 18 18 11 640 17 17 11 660 16 16 10 680 16 16 10 700 15 15 10 720 15 15 10 740 15 15 9 760 14 14 9 780 14 14 9 800 13 13 9 1. BASED ON 3/8 "0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1" O.D. WASHER INTO NORMAL WEIGHT CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2 -3/4" AND A MINIMUM EDGE DISTANCE OF 2 -3/4 ". 2. BASED ON 3/8 "0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2 -3/4 ", A MINIMUM EDGE DISTANCE OF 4 ", AND A MINIMUM END DISTANCE OF 4 ". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b /ft 5. CHART IS BASED ON 6' -6" MINIMUM AND 24' -0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. CALCULATIONS CONFORM TO ANSI /AF &PA NDS -2005. 9. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Approved Mark R. Barrow, PE Florida License No. 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P8 • • } / / H 0 K \ \}/ CV > \ / / �� \� z \ : z ~ ` / :; ° 1 \ .3 . }\ 17,4,o � 2 0 j)\ z \ 0 »e: z z 0 0 I • . . . : / / % \ \ \ 3 \ > \ \ \ \ \ \ \ 1,, ; \ \\ \} } . _ .. .7.V''',_ ! IF,c`2, — 4 w ■! o § \ Q> ` �\\ ;:: ; TiVJ �(( ~ /\ . 2a`22 \\ . \ § �° ƒ� ) .c..',, «,• / \// })\ \\ Oz ` c / 2 mz MA '''''' ' NI ( il ace (/1 z - • . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ---- c on1Q__:_rps20. eriomeowner: ,...... Date Received: — 4 — 10 Site: 4t 91g — /7 2:-: i/Y 0 _ I Permit Type: Ar __!..f 4 -, ...f t_%., -,_/..■ __. 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