Loading...
HomeMy WebLinkAbout19-20686 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 2068 BUILDING PERMIT ' PERMIT INFORMATION -LOCATION INFORMATION Permit Number: 20686 Address: 39712 AMETHYST WAY Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0050-00000-2070 Improv. Cost: 2,400.00 OWNER INFORMATION Date Issued: 1/18/2019 Name: SPEICHER, WILLIAM Total Fees: 82.50 Address: 39712 AMETHYST WAY Amount Paid: 82.50 ZEPHYRHILLS, FL 33540-7408 Date Paid: 1/18/2019 Phone: 813-997-3117 Work Desc: INSTALLATION_SHED 12 X 8 UNDER ROOF CONTRACTORS APPLICATION FEES. SUNSTATE ALUMINUMN INC BUILDING FEE 82.50 �I �o" s s Ins ections Re uired FRAME SHEATHING FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ONTRACTOR SIGNATURE PERMIT OFFIC9R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Co/ntact for Permitting p Owner's Name /�/� Q p�C 12 P{/� Owner Phone Number p/�`" C17 Owner's Address % / �] I?� 16AC4 A ICS Owner Phone Number JV D Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �/ / /� JOB ADDRESS J7 /02 /I'�1�"7 2�/'�`�� r�/L,O L1OT# o2 U /1� SUBDIVISION %Vt.4 -c� Ulu PARCEL ID# a-C`J� .� -0 So- 067 V (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL u REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q�( DESCRIPTION OF WORK BUILDING SIZE o2 SQ FOOTAGE RG HEIGHT TIT1_1"PPPrP1�r7TIT!"91'T'rPt®PI�Y�IT1�rY'ITP"1"9i®��I�RT� 1"P"�1�r�rTF`iT =BUILDING $ Pyvv U ) VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ U AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO •T BUILDER {.COMPANY Y L SIGNATURE Q�r REGISTERED I Y/ N FEE CURREN /N Address $-L ��~ ! �5 Rc4— License# LN C / $ �dJ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LZIN Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 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(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal dale. 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. . . . . .-H-i-f+t+l-4+t+i-f+let+l+l-1-i-I--1-t-1+I+i+i-I+I+F- Dtractions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on publicroadways:.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"W 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.117.0 OWNER OR AGENT CONTRACTOR S bscribe and swot}o(Praffirm d) fore me this Subscribed nd sw n or it ed) efc, ie this r-17-,( by KAWh� � M S by A. i I ���L M S Who is/are personaly known to rbe or has/have produced Who Islare personally known to me Jr has/have produced as identification. as identification. otary Public Notary Public C , s'or�o. Co mission No. v a-ln � �y r �'brZ/ems Name of Notary typed, Tint, or stamped ama of Notary t ped,printed or stamped Notary Public State of Florida Nancy J Brooks RliK State o9 Fbride My Commission GG 178530oksExpires 02118/2022 n GG 178530 2022 a � E ul N a yy l.� l�Le�,1 �y � p�vp� y�(� 1I��IUa9ria�d3�.�4/ �� � VNICIpV c t E)lVl IlV e��®!/bitll�kY Gl1 Ie y® NOI.LVN ° �e la► JAA AldyqC), J7 � 3 S3®0o S 6 I a i V'I y 1 S� 4 . t f: 1 .1 I - r Florida Building Code Online Page 1 of 3 Sulsiness sProfessional Regulation aCIS Home I Log In I User Registration I Hot Toplcs I Submit Surcharge I Stats&Facts I Publications FBC Staff I BCIS Site Map I Links I Search I Florida a Product Approval ',�`� r USER:Public User Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail FL# FL4904-R8 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 Product Manufacturer Masonite International Address/Phone/Email 1955 Powrs Road West Chicago,IL 60185 (800) 663-3667 sschrerber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door Units in»ts-of-tlse Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0128.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514010A.odf 3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 [Units od-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use In locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.odf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-B"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.01 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 11 FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party; ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.13df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.odf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but Is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110 02 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute _3�T ______�l !"�TTT�7/"1__.�.T_.i_T__T___TT'ATT_T_7[1_'nnz/ 1. 1 in/r n1 n 00 ® 149'MAX. OVERALL FRAME WIDTH a I O I SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX PANEL" MAX. � -D.LO. 37.5" MAX. ¢ Q 6'--8"DOUBLE DOOR WITH/WITHOUT SIDELITES PANEL 4GAL FRAME WIDTH ZO 01�`1 z �O GENERALN07 S ® ® ® ® W O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM LiT ll)Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ;� F- U)(J DOES NOT EXCEED THE DESIGN PRESSURES LISTED. N O O) 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON n ca OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. Llj 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN _ ACCORDANCE WITH SECTION 2220 OF THE FBC. W M Q J W 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL- z TEST DESCRIPTION DESIGNATION RESULT o 0o SELF IGNITION TEMP ASTM D1929 740'F > 65D z RATE OF BURNING ASTM D635 0.77 IN MIN o eo y.1 SMOKE DENSITY ASTM D2843 13.4% 2 i W w TENSILE STRENGTH* ASTM D638 7.50% DIFF g COMPARATIVE TENSILE STRENGTH AFTER WEATHERING g g 4500 HOURS XENON ARC METHOD 1 3 0 f DOUBLE DOOR UNIT W/SIDELITES a a AftnimtoWIMI In to M rn Ceff aeon W_*AoT 6#09 �N��DO RW&vW RT' Dale Real z F o z z Uj N D: [3 [3 ® ® ® ® ® ® ® ® ® ® ® ® ® ® goa� 2 JLLm 10 z ui ZLl W rn�N� SINGLE DOOR ON R DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UN R SINGLE DOOR UNIT W ID S DOUBLE DOOR UNIT W/SIDELITES WITH SIDELDE WITH SIDELITE w o v m Z WHERE WATER INFILTRATION PERFORMANCE IS1 1 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 7111105 TABLE OF CONTENTS CO FIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 4/.� Scue N.T.S. SHEET# DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 Dwc.Rr: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +1NO) -19.0 +55.0 -55.D DHK,Br* 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 t55.0 -55.0 +55.0 -55.0 +19'0 -19.0 +55.0 -55.0 KURT BALTFWZOR DRAWING NO.: OXXO 149 +55.0 -55,0 +55.0 -55.D +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FLO128-05 ,456533 SHEET_L OF 3 rl: Lo o 6" SEE DETAIL 3" 6` C)3- 3 3""E" 3" Q p C) ,1 l l l I I I l I Q cn 6" 6" 6" 6` —�—6" 6" TF —� 3" iG 9n FW► �Q a _M _ _ _ U • N M, W Lc)U a a SEE DETAIL 0)F— 0 SC w EE DETAIL — A — w _ SEE DETAIL g w "C" g ¢ o LO LO :_ A M A g � G G H M H w�Q o 2{ IR 6" 6" u n h 07 " 6 6 „ HANR: I If II If I >d �= �g2l 3" 3" 3" 3" 3' 6" o 6" a 6" 6" a SEE DETAIL rn y "F" �333m AdAadumloWMI x Ca fiEa m No- z 0 ~ w pal RW LL) �ww �aa ASTRAGAL RETAINER BOLT HOLE cg1 a U)i L) z #8 x 2-1/2" #10 x 2 #8 x 2-1/2" MUST BE DRILLED THROUGH �=mw Ln THE THRESHOLD & INTO THE o o z #10 x 5/8" STRUCTURE DEEP ENOUGH ova= Of #8 x 2-1/2" #10 x 1" FOR A 1.375" THROW _ #10 x 5/8" ❑ #10 x 3/4" E 51 DETAIL "F" ASTRAGAL Q"1 N o #10 x 2" DETAIL "E" ASTRAGAL rn N FRAME DOOR W (OPTI TEMP.cuss) ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATIVE INSERT PLATE TO ALUM,STEEL OR SUM SPACER DETAIL "D" DETAIL "C" STRIKEAS SHOWN. FRAME 1/2•BITE H oH m Z TYPICAL f#6 x 1-1/2'PHS r�. ✓ DATE: 7/11 05 1 0.9621 SCALE N.T.S. 1.375" rmA y 1�' DWr.Br: SINS DOW CHK.BY: T T E%TFRIn$ •C JNTER10 DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FLO12B-05 sHEEr 2 OF 3 SEE DETAIL " 6" 6" L0 3 cr- co "E" SHT- 2� 3.• _ 3" O �— 3"� B" 3" 3 J O —� O 00:�-i S. 6" 6" cli o Z 'O N L n^ W a o Z W U ti Lo z a SEE DETAIL a U w "D" SHT. 2 > Cf) ® a ^W SEE DETAIL l�A --- W o "C" SHT. 2 — — — w w o in B ui6. to �a H II III AI 1I I $ gym 0 IL 3•• 3" 3" o_dS S a =dt 3" o SEE DETAIL I'" SHT. 2 6" af a ATTACHMENT DETAIL cr.mrn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �N:m SIGNED AND SEALED BY LUIS R. LOAAS, PE AddendumtDNA!I x (FLORIDA #62514) WITH THE LOWEST (LEAST) o FASTENER RATING FROM THE DIFFERENT FASTENERSNO" ¢ w AevlWred By BEING CONSIDERED FOR USE. JAMB, HEAD, AND p W Of THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE D=! W #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL goax- m SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR D N o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE a�Ww N WOOD SCREW EDGE DISTANCE MIN 3 4 �'o z cc / 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ova= cc 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. --oao BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES oNaw CORRUGATED FASTENERS LOCATED 3" FROM EACH END ^N o AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,•;' x 12" O.C. 1.50" w o o m o 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN J_ M " MIN { e". x MAX z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE 7111105 OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE s cL—� �— cL—� �— MINIMUM EMBEDMENT OF 1-1/4". _ �" N.T.S. DWG,BY- SINS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO mcNK.er TRANSFER LOADS TO STRUCTURE, TYPICAL WOOD BUCK TYPICAL MASONRY DRAW NG NO.: 5._ MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DWG-MA-FL0t28-05 ANCHOR INSTALLATION ANCHOR INSTALLATION sNEer 3 op 3 5 Florida Building Code Online Page 1 of 2 Business &:Professional Regulation KAY" BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map Links I ,Search Florida a Product Approval .� r USER:Public User J'G)Nrtl[f•1 Sf dRccurSFi�rcn Product Approval Menu>Product or Application Search>Application List>Application Detail t N.l FL# FL12500-R3 6' Application Type Revision Code Version 2017 Application Status Approved Comments Archived L] Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 NeiI.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton NeiI.J.Sexton@saint-gobain.com Technical Representative Neil J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 NeiI.J.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding 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 developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich, PE Rl Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.ndf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code httns://floridabuildina.ora/-or/nr a-on dtl.asnx?naram=wGEVXOwtDavG4Atv8UaHdEnlSz... 1/9/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3TDdf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-152 Created by Independent Third Party: Yes Other: 1.)The DP noted in this application Evaluation Reports pertains to one particualr siding system. Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures. R3.odf 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee Fl-32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. t Product Approval Accepts: ® e&R, Credit Card Safe httnc•//flnriflahililclina.nru/nr/nr Ann cltl.a.nx?naram=wC`TF.VXOwt.DnvCT4AtvRTTaHc3F,nll;z.-- 1/9/?_01R QOTRINI-ryl ER® 4. PRODUCT DESCRIPTION: This Evaluation Report Covers Norandex Vinyl Siding Systems in a variety of profiles and surface textures / colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations/Conditions of Use herein. Brand Product Profiles Thickness„ American Classic American Classic Insulated Siding System D4,D5DL,D6 0.044" Cambridge Beaded 6.5 Beaded 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,D5DL,D6 0.044" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,D5DL,D6 0.044" Norandex Sagebrush D4,D5DL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,DSDL 0.044" Summit Manor D4,D4.5,D4.SDL 0.040" Woodsman Select D4,D4DL,DS,D5DL 0.042" 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (Vasa),wall-height and Exposure for the project and its location. For installations and/or locations exceeding the prescriptively allowable installations, limitations relating to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of project-specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 (Pasd)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings (GCp;_±0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,t=1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to"NO"indicates additional testing is required. 5.3.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever is smaller, but not 15 �. less than either 4% of the least horizontal plan- ,9 ® o view dimension or 3 feet, as outlined in Figure o { 30.4-1 of ASCE 7-10. 5 5 Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 TRINrry I ER® 5.4 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 47561 and recommendations of the Vinyl Siding Institute",subject to the Limitations/Conditions of Use noted in section 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1%" long (min. 3/-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844);(717)764-7700;www.archtest.com/vsi -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTIV. Complete information on the Vinyl Siding Institute can be found at www.vinvisiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 d d d o a o vd d c o ao o auOZ ` — ` di — d t! — V l+ N n I C N v C N C Nco a] C In o d o a o a o a Co a o a o a N C N CCN r N a NW l W LLJ lL M M n N rf O N O Ol r ainsodx3 fL U ❑ CI U ❑ fL U ❑ IG U ❑ in U ❑ CG U ❑ 07 U ❑ m U ❑ m U ❑ w U ❑ fd U ❑ fn U ❑ fG U ❑ f!] U ❑ O N N o m a r W l I I y X M Y Y Y Y Y Y Y M Y Y Y O Y Y Q Y Q O Y Q Q O O O M M Y Y M Y Y Y Y M Y Q Y Y ]C ]G Y Y U d N O Q O 0 0 0 0 0 0 0 0 Z'O O Z O Z Z O Z Z Z Z Z O O Q O Q O O O O O O Z O 0 0 0 0 0 cc W z m 4 O Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M O O Y O O O O Q Y Y Y Y Y Y Y Y Y Y Y Ne le Y Ile Y Y Y °n O O O O O O O O O O Q Q O O O O Z Z O Z Z Z Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ei t ei 11 _ N O MMMMMMMMM Y Y Y Y Y Y Y Y O Y O O Y O O Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y O O O O O O O Q O O O O O Q O O O Z O Z Z O Z Z O Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e-1 II Y O Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y m Y Y Y Y O Y O O Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y a-I O O O O O O O O O O O O O O O O O O O O Z O Z Z O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � m + o it c a L m U i p O Y M Y Y Y Y Y Y Y Y Y Y Y Y Y Y he Y Y Y O Y O O Y Y.]C Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y yam++ m O O O O O O O O O O O 0 0 0 0 0 0 O O O Z O Z Z O O O O O O O O O O O O O O O O O O Y—' L O � M vl i? Y Y Y Y Y Y M M Y Y Y Y Y Y Y Y Y Y Y Y Y Y ]C O Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Z a N O Q O O O O O O O O O O O O O O O O O O Q O Q z O Q Q Q Q 0 0 0 0 0 0 0 0 0 0 0 0 0 Y n _ d h0 1A y a = C Y Y Y M M Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y - Y M Y Y Y Y Y Y Y Y m m W �..� O O O O O O Q Q O O O O O O O Q O O O O O O O O O O O O O O O Q O O Q O 0 0 0 0 0 0 W = O CP o IA' tO a0 c l: O '❑ O Y Y Y Y Y Y Y Y Y Y Mimi TIT Y Y Y YY Y Y Y Y Y Y YYY YYYY Y Y YYYY Y Y U Q Q O Q Q Q Q o Q QQ Q Q Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x lL' [A W U. U, Z m, e1 LL O J Z d NheY Y Y Y Y Y Y Y Y Y Y Y Y Y he Y Y Y Y Y 0 Y Y Y Y Y I., Y Y Y Y Y Y Y Y Y Y Y Y ,i O O O Q Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O y iu Z 0 Y Y Y Y Y M M M M Y Y Y Y Y Y M Y Y Y Y Y Y le Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M Y ]G Q O O O O O O O O O O O O O O O O O Q Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Q c all N a-i N ci N ci co Ln In c-I lIl ,Q ❑ d ci a--I ci ci r-I a` LL e d m ` /y c a a a L n o ^ a a a V7 0 .� ill H N Q d Ln N vl v > z n n v d p co, c c z m c 0 Na a c 0 w C rL m n Q aqrD N V T v 0 C) -Ni. H 27 aQ v a z 0 0 0 0 0 0 000000000000000000000000000000000000 �' v X X X X X X X X X 7c 7c 7C 7C 7c 7C X 7c 7c 7c 7; 7c 7c 7c X 7c 7C 7c 7c 7c 7c 71z 7z X X 7c 7c 71: X 71z X X X p N O z m n .O 0 0 0 00 0 0 0 0 0 0 0 0 0 01010 010.0101010 010.0101010 010.0 0 0 01010.0 0 0 0 0 N z X X X X X X X X X X X 7G 7C 7C 7C X 7c X 7C 7C X X X X X X X X 7C 7C X 7c X X X X X 7c 7C X X X f7 0 � a o n Z m y CCn X W G p p p p p p Z 0 0 0 o 0 0 0 0 O O o 0 0 O O o Z O p 0 0 0 0 0 O O O O O O 0 0 0 (D in X X X X X X p X X X X X X X X X X X X X X X X X X p X X 0 X X X X X X X X X X X X X X X .~ 0 0 O 3 � LO m N � o - Ol fjf O m O O O O O O Z Z p Z 0 0101010 010.0 O O O O O O z Z O Z 0 O O O O O O O O O 0.0 O O A _mi X X X X X X O O X p X X X X X X X X X X X X X X O O X p X X X X X X X X X X X X X X p a T. ro r M r!, O O O O O O O O o O O O O O o o o o o o o o o o z z o z z O o o o o o o o o o o o o !ten O 'n. w 3 o 'O Z O O OOX Z Z 01010,01010 O Z 0.0 o 0 0 Z ITIZIC 0 00Oo0000O O O0 00 O O X X O X O O X X w n 0O'XXX n m a n 7 11 n O' ZOOOOOZZZZZOZOOOOOZO ZZZZZOZ O X OX OX XO OX OX OX OX XO XO OO OOO O O O O O O O O O X O 00 `. >Z II I-+ z z O 20 O Z Z Z Z Z Z Z Z 0 Z.O o Z Z p Z O o Z ITZZ Z p Z 0 0 0 000 0X 0o' O XO X X OOOOO O O OXO O O X O OX - X co MO O OO X X X X X II 1-+ Z z p z p p z z z z Z Z Z Z O z O O Z Z O z O o Z z Z Z Z Z z z O Z 0 0 0 0 0 0 0 0 G O O X O X X O O'O 'O O O O O X O X X O O X O X X O O O O O O O O X O X X X X X X X X 0 y Z o - fD ZZOZZOZZ ZZ ZZ OzZOZZOZZOZZ zz zZZZOZ ZOZ O O O o' X X X X O OX N p a c fn f.a N vnfavn m vnwvn 0 vnwvn m v nm vn s vnmvn fs V OM vn fn Exposure N O W 0 N O F+ M N m m m m o o o o _ m o Qm cM o M n a. a oa _ W N fn N Ln N N W N N (D In N N W N Zone 0 CD7 A 7 A 0 7 A 7 A O 7 A 7 A A CD fD fD fD CD CD ID a City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 3 l 1I 7-- A- Wk4-F 10a v Permit Type: l 2 U,l, Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. A ,X6 Kalvin Sw• er lans Examiner Date Contractor and/or Homeowner (Required when comments are present) CITY OF / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS DATE PERMIT# 3 -7 Any: /a c2'/a THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. �s w 'Yolif 2) 6:0-1 Ae 6) 5 On tpiq'c.4 �4c/ It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTION ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 78U-�020 F -INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR