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HomeMy WebLinkAbout18-20018 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20018 BUILDING PERMIT PERMIT INFORMATION '- LOCATIONINFORMATION Permit Number: 20018 Address: 7213 ASHLAND DR 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: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0250 Improv. Cost: 1,328.00 -OWNER INFORMATION Date Issued: 7/26/2018 Name: HARRIS MARK W &BRACKNELL HEATHER Total Fees: 75.00 Address: 7213 ASHLAND DR Amount Paid: 75.00 ZEPHYRHILLS FL 33542 Date Paid: 7/26/2018 Phone: (813)431-5422 Work Desc: GARAGE DOOR REPLACEMENT 9 X 7 CONTRACTORS APPLICATION FEES PRECISION DOOR SERVICE BUILDING FEE 75.00 Ins ections Required' FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING 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: (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. T SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Q� i � ILOfl1Ufl City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: &—&�S�00 Date Received: l—1 0 — Site: ZL 3 iqs/u lyt"Je- Permit Type: 14 C& �x / 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. Kalvin wi —Plans 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 Date Received Phone Contact for Permittin"gi r-T-r I I . I r—x3l Owner's Name Owner Phone Number Owners Addressi _JaN_�) Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address LOT# JOB ADDRESS SUBDIVISION PARCEL ID#F r') (OBTAINED FROM FROPERTYTAX NOTICE) WORK PROPOSED NEWCONSTRR ADDIALT SIGN DEMOLISH R INSTALL REPAIR PROPOSEDUSE = SFR Q COMM OTHER I Cc 0 TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL 1, DESCRIPTION OF WORK OvA N-1 v2ci' BUILDING SIZE SQ FOOTAGE HEIGHT r . . . =BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING 1$ ]MECHANICAL 1$ --- VALUATION OF MECHANICAL INSTALLATION 71 =GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . .. BUILDER COMPANY -F—Y I N SIGNATURE REGISTERED Y/N FEE CURREN Address License# Crl>'r ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L YIN T Address License# PLUMBER COMPANY SIGNATURE I REGISTERED Y/N FEE CURREN I Y/N Address License# MECHANICAL COMPANY [ SIGNATURE REGISTERED YIN FEE cuRAEN L_yl N_J Address ILicense# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN N I 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Permit for subdivislonsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after Submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permitfor 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$2600,a Notice of Commencement Is required. (AIC upgrades over$7500) Agent(for the contractor)or Power ofAttomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rerools;if shingles Sewers Service Upgrades AIG 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 understate law. If the oyvner 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: - I Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterMastewater 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 r 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. -I 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 CONTRACTOR __.° Subscribed an bsworn to(or affirmed)before me this —Subse.. j d sborr>it- r-affi ed fdr Who is/are personally known to me or has/have produced Who is are personal Y knp'Nn to o has/have produced as identification. '!�I//tP/S /�fl�Jj �JPasAdentfication. i Notary Public �n 2 " Notary Public Commission No. Com fission No. G�Cf © tLSs� Name of Notary typed,printed or stamped Name of Notary typ , � 6lOLi9E�08eouemCultile�RWltuyjpeptt96 I �.•`i`�''• ''•• DEBRAELAINERUFFI:� Q7n7't aagW0A0KI sendxa= • •:a_ -Commission GG 0453+Z -i :i Florida Building Code Online Page 1 of 4 y lit. a° a' 9 ® m • ' q _ BCIS Home Log In I User Registration ; Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff'I BCIS Site Map Link, E Search Florida IIlji~ )Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail •'a =- FL# FL17189-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1307 robert.richardsoA4EEnV a S.com Authorized Signature Robert RichardCJJ�O�DES FLORIDA��f f ��N(� ®®S���4/��(, fG robert.richards�ll�le�� YRiC CO ��'�VVVVLLLL111I T Y OF 7EP r Technical Representative Robert Richard®RnOINANOSa� �Y ��� Address/Phone/Email .165 Carriage Court Winston-Salem,NC 27105 (336)251-1307 robert.richardson@entrematic.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors rCJ 165 Carriage Court Winston-Salem,NC 27105 1 ttvjEw ®R`T HYRHILLS djoyner@amarr.com C1V E eeP1�ER Category Exterior Doors Subcategory Sectional Exterior Door Assemblies 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 Thomas L.Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 01/01/2028 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17189 R2 COI Statement of Independence 2018.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM F588 2007 DASMA 108 2012 DASMA 115 2012 h4://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvCo3EapHIBd5... 1/16/2018 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17189 R2 Eouiv DASMA 108 and 115 2005 vs 2012.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Date Validated 01/09/2018 Date Pending FBC Approval Date Approved 01/12/2018 Summary of Products FL# Model,Number or Name Description 17189.1 Amarr Heritage 3000(Model 1200); IRC-1216-130-15 Thru 16-0 wide (24ga)Amarr Oak Summit 3000 (Model 1200) Limits of Use Installation Instructions Approved for use in•HVHZ:No FL17189 R2 II IRC-1216-130-15 DrawinQ 7-10 FL.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+25.6/-29.1 Evaluation Reports Other:Glazing not available in wind borne debris regions FL17189 R2 AE IRC-1216-130-15 Report 7-10 FL.pdf Created by Independent Third Party:Yes 17189.2 Amarr Heritage 3000(Model 1200); IRC-1216-130-15-I Thru 16'-0 wide (24ga)Amarr Oak Summit 3000 (Model 1200) Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IRC-1216-130-15-1 Drawing 7-10 FL.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+25.6/-29.1 Evaluation Reports Other:Long Panel Glazing is 1/4"Polycarbonate with FL17189 R2 AE IRC-1216-130-15-I Evaluation Reoort aluminum frame 7-10 FL.ndf FL17189 R2 AE IRC-1216-130-15-I Report 7-10 FL.pdf FL17189 R2 AE Makrolon NOA 17-0410.01.odf FL17189 R2 AE NOA 17-0410.01 FBC 6th Edition Compliance Letter.PDF Created by Independent Third Party:Yes 17189.3 Heritage 3000/Model 1200; (24ga) IRC-1218-130-24 Thru 18'-0 wide Oak Summit 3000/Model 1200 Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IRC-1218-130-24 Drawing 7-10 FL.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+25.4/-28.7 Evaluation Reports Other:Glazing not available in wind borne debris regions FL17189 R2 AE IRC-1218-130-24 Report 7-10 FL.odf Created by Independent Third Party:Yes 17189.4 Heritage 3000/Model 1200; (24ga) IRC-1218-130-24-I Thru 18'-0 wide Oak Summit 3000/Model 1200 Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IRC-1218-130-24-I Drawino 7-10 FL.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+25.4/-28.7 Evaluation Reports Other:Long Panel Glazing is 1/4"Polycarbonate with FL17189 R2 AE IRC-1218-130-24-I Evaluation Report aluminum frame 7-10 FL.pdf FL17189 R2 AE IRC-1218-130-24-I Report 7-10 FL.pdf FL17189 R2 AE Makrolon NOA 17-0410.0l.odf FL17189 R2 AE NOA 17-0410.01 FBC 6th Edition Compliance Letter.PDF Created by Independent Third Party:Yes 17189.5 Heritage 3000/Model 1200; (24ga) IRC-1209-130-11 Thru 9'-0 wide Oak Summit 3000/Model 1200 Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IRC-1209-130-11 Drawing 7-10 FL.pdf http://www:floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvCo3EapiIlBd5... 1/16/2018 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:No Created by Independent Third Party:Yes 3aluminum ess •+26.7/-31.6 Evaluation Reports zing not a ailable in wind borne debris regions FL17189 R2 AE IRC-1209-130-11 Report 7-10 FL.odf Created by Independent Third Party:Yes Heritage 3000/Model 1200; (24ga) IRC-1209-130-11-I Thru 9'-0 wide Oak Summit 3000/Model 1200 Use Installation Instructions d for u in HVHZ:No FL17189 R2 II IRC-1209-130-11-I Drawing 7-10 FL.pdf d fo se outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 istant:Yes Created by Independent Third Party:Yes ressure:+26.7/-31.6 Evaluation Reports ong Panel Glazing is 1/4"Polycarbonate with FL17189 R2 AE IRC-1209-130-11-I Evaluation Report frame 7-10 FL.Ddf FL17189 R2 AE IRC-1209-130-11-I Report 7-10 FL.ndf FL17189 R2 AE Makrolon NOA 17-0410.01.odf FL17189 R2 AE NOA 17-0410.01 FBC 6th Edition Compliance Letter.PDF Created by Independent Third Party:Yes 17189.7 Heritage 3000/Model 1200; (24ga) IRC-1218-155-26-I Thru 18'-0 wide Oak Summit 3000/Model 1200 Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IRC-1218-155-26-I Drawing 7-10 FL.odf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+37.0/-40.7 Evaluation Reports Other:Long Panel Glazing is 1/4"Polycarbonate with FL17189 R2 AE IRC-1218-155-26-I Evaluation Report aluminum frame 7-10 FL.odf FL17189 R2 AE Makrolon NOA 17-0410.01.pdf FL17189 R2 AE NOA 17-0410.01 FBC 6th Edition Compliance Letter.PDF Created by Independent Third Party:Yes 17189.8 Model 2000;Mode1 2400 IBC-2416-104-15 Thru 16-2 wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IBC-2416-104-15 Drawing 7-10 FL.odf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE=0048579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+15.0/-17.0 Evaluation Reports Other:Glazing not available in wind borne debris regions FL17189 R2 AE IBC-2416-104-15 Report 7-10 FL.pdf Created by Independent Third Party:Yes 17189.9 Model 3550;Vista IBC-3612-140-63 Thru 12'-2 wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IBC-3612-140-63 Drawing 7-10 FL.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+27.6/-31.7 Evaluation Reports Other:Glazing not available in wind borne debris regions FL17189 R2 AE IBC-3612-140-63 Report 7-10 FL.pdf Created by Independent Third Party:Yes 17189.10 Model 3550;Vista IBC-3614-104-63 Thru 14'-2 wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL17189 R2 II IBC-3614-104-63 Drawing 7-10 FL.odf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+15.1/-17.2 Evaluation Reports Other:Glazing not available in wind borne debris regions FL17189 R2 AE IBC-3614-104-63 Report 7-10 FL.pdf 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.Copyright 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 mail 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 emails 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 dick here. Product Approval Accepts: htti)://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvCo3Eapi lBd5... 1/16/2018 �2 14GA.DURASAFE N f MIN EXTERIOR SKIN 2. 2'%20 GA STRUT CENTER HINGE ATTACHED a/BAKED STRUT O T ON POLYESTER FINISH STRUT ON W/C SECTION ATTACKED SCREWS 1/4•x 3/4• ATTACHED SC fW 1/4•'X 3/4' HE U)1/4'x 3/4• HEX NEA➢SCREWS AT EACH STILE - HEX HEAD SCREWS PER STILE HEX HEAD SCREWS 14 GA DURASAFE END HINGE ATTACHED 12 GA GALV.COMMERCIAL •i�R:; S V/[2)1/4'x 5/0' TOP ROLLER BRACKET HEX HEAD SCREWS ATTACHED V/f3)1/4'x _ 15.:fi!c:3:w':i: 14 GA DURASAFE 3/4•HEX HEAD SCREWS ROLLER'ARR2ERS ATTACHED f2 GA COMIERLWL PER BRACKET O TO END STILE V/(3)1/4'x 3/4• FI%TIAE ATTACHED V/(3) HEX HEAD SCREWS PER CARRIER 1/4'x 3/4'HEX HEAD SCREWS AT EACH END STILE ADJUSTABLE SLIDE BRACKET ATTACHED V/<2)1/4•x 1/2'BOLT AND NUTS 2'10 HALL STEEL ROLLER V/5'STEM AND(11 7'16• 2'X 20 GA STRUT ATTACHED ,i DLT RETAINER USED FOR O V/CO 1/4'X 3/4• THREADED FASTENERS HE HEAD SCREWS 2'10 HALL STEEL ROLLER END STILE AND W/C21 1/4'%3/4' - Ifl V/5•STEM AND(1)7/16' HEX HEAD SCREWS PER CENTER STILE .�,_.� THREADED RETAINER BTENER3� CFC-FREC NEPIN�UL°ATHIM 1 LET DENSITY TYPICAL TOP FIXTURES 1 TYPICAL DURASAFE END HINGE '� R=5.73,U=017 N.LS W.T.S. J END HINGE �� 14 GA TYPICAL DURASAFE CENTER HINGE/ -\' a fu E•20 W STRUT ATTACHED /WCO 114'x 3/4'HEX HEAD SCREWS 1 5 A BOTTOM BRACKET W/f2)V4EXx9LEHE%°FD AD SCREWS O O 13 GA ATTACHED AT EACH CENTER STILE, f2>I%4'x 3/d• WA 1/4'X 3/4• HEX HEAD SCREWS O O HEX HEAD SCREWS 009 2.10 HALL STEEL ETROLLER USE STEM FOR 27 GA MIN INTERIOR SKIN AND(D RETAINER USED FOR p.x p°T,A, THREADED SHAFTS PER RCLLER STRUT STRUT CLIP 13GA BOT7011 BRACKET TYPICAL BOTTOM BRACKET .I ATTACHED N.T.S. 'Y V/131 1/4'x 3/4' _ TYPICAL TOP STRUT ATTACHMENT O HEX HEAD SCREWS .7 N.r.s 5 RETAINER LARGE MISSILE SECTION A—A (SIDE VIEWI IMPACT RESISTANT F V DLsIVHGI OF RINGRS DATE BY SPECIFICATIONS AND NOTES MAX SIZE ...... qN • I. ALL THE LOAD FROM THE DOOR'IS TRANSFERRED TO THE VERTICAL TRACK, 9'x1otH •' FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. 14'HEIGHT ,.•�s�1y ! THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD DESIGN LOADS gE ;'•0 '.......... .. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: Y +120.2 LBS/FT & —142.2 LBS/FT ±57.0 PSF wQ No. 679 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED .61 A AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. TEST COADS (1.s x 0E9fN LOADS) ;o s4 4. DOOR SECTIONS SHALL'BE 24 GA. (.0216) MIN. EXTERIOR SKIN 7 8 qF — +4G.1 PSF ROLLED FORMED, W/BAKED ON POLYESTER FINISH 5. DOORS OVER (4)SECTIONS REFER TO TABLES 1 AND 2 —47.4 PSF ._ �`•' INSIDE ELEVATION 6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED LARGE MISSILE n �•��� ,• =3 N.T.S. IMPACT 2� • 'L n17 BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS RESISTANCE V FL�•� .... LA SBOLT DI&ATTACKED x ED 10' (D 2-5/0'%3-1/2'18GA AT BOLT ABTACHm TO JAMB STEEL.EDGE A PLATE GLUED TO 2 X B S R E SPF AT EA.JA 0 BRACKET INSIDE EDGE AT 70P AND HOTTON (N0.2 OR BETTER) OF EACH STILE LOCATION arr THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE U// WITH THE PROCEDURE DESCRIBED IN DASMA 108&115. ASTM INTERIOR OF GARAGE E330,E1886, E1996, &F588.THE PRESSURES SHOWN ON ENTREdNATIC THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH MAX.WIDTH 9'0' 165 CARRIAGE L[0 VINSTON ITT N.C.3 05 THE FOLLOWING PARAMETERS(5 FEET OF DOOR WIDTH IN THE MODEL #1200 HERITAGE 3000 20 cA CALV.S1EEL END ZONE, ROOF AT ANY SLOPE): MODEL #1200 OAK SUMMIT 3000 END sDLE WIND SPEED MPH 168 152 145 13B 133 EXPOSURE LEVEL B C C D D DESIGN LOADS SHORT, LONG, FLUSH & OAK SUMMIT PANELS U4-20 x 5/8'TRAO( +120.2 LBS/FT SEE NOTE 2 Sff DRAIN BY R4R OAIE N?8 H MANG MNE SPLICE BE AND NUT MEAN ROOF HEIGHT 30' 15' 25' 15' 25' —142.2 LBS/FT DR(z)RIVETS TRACK MOUNTING DETAIL 2 cuv.sTEEL TRACX 8 02GGo ar DALE IRC-1209-130-11-I N.T.S. TRACK TNIIXNESS.., SIM 1 OF 3 381V MAX.DLO .055'6060 FXTRUDED'ALUMIHUM IMPACT INTERIOR FRAME (l4)tlH X V PHILLIPS V/,375'BITE ON GLASS HEAD SHEETHETAL SCREWS 10�' ❑PTIONAL SHORT AND LONG PANEL GLAZING LAYOUTS USED TO FASTEN THE ALUMINUM MAX.DLO G�YfFG"FEETS n-STfi-€ISdG I/4'MAKROLCN POLYCARBONATE INTERIOR FRAME TO THE TOP SECTION MANUFACTURED BY BAYER ALUMINUM EXTERIOR FRAME PANELT GLAZING FASTENER DETAIL .T.S, 1/e'X I/8'CONTINUOUS 055'6060 EXTRUDED ALUMINUM Oi5078)HOT HELT SEALANT IMPACT EXTERIOR FRAME MANUFACTURED BY BOSTIK SECTION B-B IMPACT WINDOW DETAIL' NJ.& IB-1/8'DLO INTERMEDIATE SECTION - - 2. 10-5/8'DLD `1 .033'GALV STEEL INTERIOR IMPACT WINDOW FRAME �• ; .033'GALV STEEL EXTERIOR IMPACT WINDOW FRAME W/5'BITE➢N GLASS `IMPACT GLAZING FASTENER DETAIL TOP SECTION p I �pL S C M�E�pN 27 GA.STEEL DOOR SKIN N.T.S. MOLnEDTEZTERIOAR Tw N o AME GLAZING MEETS ASTM E1300-04 r5/16.OVERALL 24 GA.STEEL DOOR SKIN 118'CLEAR GLASS I IU.0,CLEAR ST D V�GIIDAR INTLA R /�. I i i i SS SUREBOND SH-190 STRUCNRAL ADHESIV 3 2 REV OESpIP00N OF REN30N5 DAIS BY I I .069'EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME MAX SIZEIZE n- ..........•.. _^ INTERMEDIATESECTION 14'HEIGHT �• "' 1 2 3/16'X 1/2'SCREW-USED TO �O,J •' 'o� FASTEN THE STEEL EXTERIOR IMPACT VIND04 FRAME TO DESIGN LOADS S • ;` •'•4 THE STEEL INTERIOR IMPACT WINDOW FRAME. € ..�•11 f A ll/64'X I/2'SCREW-USED TO FASTEN DECORATIVE PLASTIC MOLDED +26.7 PSF �¢ y. • c i VINDOV FRAME TO THE ASSEMBLY -31.6 PSF >Q�•I�;' 0.486 •� :e SECTION C-C IMPACT WINDOW DETAIL TEST LOADS (I.s.oma LOAosJ 2•(0. N.T.S. 1 5 791 +40.1 PSF tN • '. SpTA -47.4 PSF •ypP• eLL LARGE MISSILE :� 1• 23 IMPACT E 2 ••• �1✓Al. Gy RESISTANCE FL ry �'•• g„ 21 r fnrl.4_—_ ENTREdMATIC 165 CARRIAGE CGURT VINSiON-SALEM NC.27f05 MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 41E DRAU BY MR DATE 07)n114 DRMIO(S N01®ER B CHEMBY DALE IRC-1209-130-i1-I ME 2OF3 WOOD JAMB ATTACHMENT TO STRUCTURE ?%6 V RTI-A AMA ATTALHM NT TO WOOTI FRAME cTR TItRF SPLICE TRACKS AT THIS LOCATION 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24.O.C.(1 1/2'EMBEDMENT) W/(4)1/4'-20 TRACK SPUCE BOL75&NUTS 2 X 6 VERTICAL JAMB ATTACHMENT TG P.000 PSI CONCRETE SECURE TO UAMB VITH(J)5/16'GIA N 1-5/8' HILT I KWIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O,C,02 1/2'EMBEDMENT) LAO BOLTS HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.(1 1/4'EMBEDMENT) ITW/RAMSET REDHEAD CTRU-BOLT)3/6'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) ' 2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK TPSON 1/4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS APART)AT 24'D.C.(1 1/2'EMBEDMENT) HILTI 1/4'X 2-3/4'KWIK-CON 11+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS(3'APART)AT 24'D.C.(1 1/4'EMBEDMENT) ?_X 6 VERTICAL JAMA ATTACHMENT TO GROUTED[90 BLOCK(2000 PST GROUT) ' HILT]SLEEVE ANCHOR 3/e'X 2-3/4'STARTING 6'FROM ENDS THEN 24.O.C.C1 1/4' EMBEDMENT)(OR,USE FASTENERS FDR HOLLOW C-90 BLOCK) ' :LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. (SP ICET :PREPARATION OF WOOD JAMBS BY OTHERS i 12 GA,GALV.STEEL E-N pnpCNBEO/ 1/4'-20 WOOD CONCRETE HOLLOW BLOCK GROUTED BLOC j TRACK SPLICE BOLT&NUT STRUCTURE STRUCTURE STRUCTURE• STRUCTURE I _ I w ' t FA 22-3I/4'MIN I-1/2'MIN F4' i TYP,JAMB is 3•.MIN TRACK CONFIGURATION FOR 6'6'UP TO 14'TALL DOORS(SEE TABLE 1) N.T.S. AVAILABLE TRACK CONFIGURATIONS N.T.S TABLE 1 TABLE 2 TABLE 3 NLY I oLBwoOFREMNS DAtE aY DOOR TRACK ATTACHMENT SPLICE DOOR SECTION HEIGHTS Max Design Loads Section Center Stile Location MAX SQE HEIGHT AlB C D E F G H S HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 Allowed _ " ,n, N,..„ ;r Panel Type (Measured from Left 14'Hoi±i �� •SH• ! 63:ef„ ' -7. s 1t4 0." ._.2 21"^ 1'-":; 1:• c'.2;1:�,:° W idth Positive Ne ithe m� __ _` '_ ,... ..7.Q.,'r 1:,( .�..,:24 2.1.: ,...:�'... ;p2;1�% Ede g -N �p•5 B� T 10" 21" 42° 63 76.'Y' 13'6"' 21" 21" 21 21" 21" 18 t18" 21" (ft) 9 ) (PSF) (PSF) DESIGN LOADS �0�":•'rwp.A�� i•'• �° - +26.7 PSF d'`' . •: � , T 6 e; _, .. .. ..... ...:..:......:.:•;.._.:... ...�. :r. , ..t„. :. ,B1';I r., ''0;%� ,.51i'oit 00-:,•,,. 3050 .�• N .._ :�2..... .; ... ....1:13.'•<'s.. _.... .:g. .t.,48�Q �s>rc<i`:�:35:5`4 F 8' 10" 21" 42" 63" 88" 12'6" 21" 18" 18" 18" 18" 18" 18" 21° ' °. I N 0 ° n. B !', ... ... ..� ., :., .:+ .,._S ..: ... .. ...... ... .. .... ♦ .I !o - 1ST"�0OF9Q!WADS - Long 48,000 ,30.0 35.5 9�� �• �,; .63. 8. �. :'a:: .7c:_ :a ( ) e 8 „ n 1x,0...... 1. .21... 1r.:;r2:f• f 18!;; 21.. ,Skt"orti;" i;49OQQ 9' 10" 21" 42" 63" 84° 100° 11'6" 21 21 21 18" 18" 18" 21 8'2 Lon 49.000 29.4 34.8 -aza PSF i9pRypP.= -` y :.y ..r..r.. ::�. y �3,.... a,,.,.,. ,•�_:�....... .:.: ,p,:�:�.;2:-.'::l t. :1&!� .8'!�r i1,8^"_. .1� o:ao� '28:8•'r:•, 4:1r :-_-.. 4d:M�ra-1:>c=:','"_...,:.,`".<?:.3,. ...- LARGE N11551LE '^ •.... "3 10' 10" 21" 42° 63° 84" 105" 11T 10'6" 21" 21 21 21 21" 21" 8'4 Long 50.000 28.8 34.1� IMPACT g3 011AL �� •.n<- n: --_ _ - - RESISTANCE '" a:• FL ;0'.,D':'�` -1='!'•'2 1:s:r:'f8":� 18:. �21" -�'8' - t:�'. :;,t :;•: <...., as;1,,>s..,Si':+2. ,. .. 1-.•a2..., ..-.-......-. -:. .._..°- Baas,..6:=sh:;Sfiarr:3,�;::;,,.-~fur,�1't:.Q00;<a�::;;;.>y':,.r.;�';28t^2`�:';';,�..,�3ft}i-..., 11' IT 21" 42" 63" M' 105" 124' 9'6" 21 18" 18" 18" 18" 21 8'6 Lan 51.000 28.2 33.4 ?14'< 2=:10",:21".•>i'$2:'2'63"i iB4"-105 ; ?`- :30"e:" n;;:,:t K; - r• 9 ;:9..A�. ....1:8 • =.8..^ ':1 ;;1,ga-•is1'fl"'�1.8"9 Fr+B' 'o '3:,-. _ - is#::• _ a�' ; ._ .. .:.: ...•: . 1... ,.B:•`s .i •8..r �.S,h It,. �i52'000:<<!;i>sr. 12' 10" 21" 42" 63„ 84" 105"126" 136' ., n `;Y' . .0 - 27•a:>?,e.:.•%%3Z 8= 8'6" 21 21 21 18" 21" 8'8 Long 52.000 27.7 32.8 63:- 61'42.`::% ._,.... n::<. ns v.s_-n.. r=NTRCMATIC r.. g'_.p' :2 '1.8.; 1$ 8s. ,.2. S'ti' :rt?•' 0;: .1.. . 1 ,: " 53':00 ._ 27f 32 F l65 CARRIAGE COURT VINSTON-SALEH N.C.27105 .. tQ h 13' 10' 21° 42" 63" 84" 105"126" 148 18" 16" 18" 18" 8'10 Long 53.000 27.2 32.1 'y MODEL 1200 HERITAGE 3000 :�0!:=21rF 42^ 63 i':84 :105i:126".:L47 ::3(59''Wa -;.., 7.r.0•'"-::•. . MODEL #1200 OAK SUMMIT 3000 14' 10" 21" 42" 63" 84° 105"126"147° 160' 6'6" 21" 18" 1 B" 21 9'0 Lang 54.000 26.7 31.6 SHORT, LONG, FLUSH & OAK SUMMIT PANELS ALL TRACK ATTACHMENT SPACING+/-2" ALLOWED SZE MV BY RU( DALE W/1B/11 DRANNG NBfER WITH SYP OR SPF NO. 2 OR BETTER ONLY B (1Bo¢o er DArt IRC-1209-130-11-I ISM 3OF3