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Home My WebLink About20-86 s D Q City Of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000086-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: Permit Type: Add/Alter (Residential) Property Number Street Address 12 26 21 006B 00000 0120 5620 Beech Street Owner Information Permit Information Name: ANNIE MESTER Permit Type:Add/Alter(Residential) '' Contractor PRECISION GARAGE DOOF Class of Work:Add/Alter Residential SERVICE Address: 5620 Beech St Building Valuation:$1,997.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)782-2233 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$1,997.00 _ Total Fees:$74.97 5 2$-20@ 2 i D ►^'1 Amount Paid:$0.00 /,_ P!Lefaid: J Project Description REPLACE GARAGE DOOR 9 X 7 Application Fees Building Permit Fee $49.98 Building Plan Review Fee $24.99 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 subsequent reinspection. 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 permit 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 add fee 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. CONTRACTOR SIGNATURE PE IT OFFICE 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-813-7e0-0021 Building Department Date Received I/C(. Z Phone Contact for Permitting Tl�3 �7wl Z Gn Owners Name Owner Phone Number OI', ,L Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number —Fee Simple Titleholder Address 1 (' �/� JOB ADDRESS Sk L1t.J �`� 1 7 LOT# SUBDIVISION �� PARCEL ID# -2A' O1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = 2<IOTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STE L }� n DESCRIPTION OF WORK D �ri/CG /✓��P L • `C BUILDING SIZE SQ FOOTAGE= HEIGHT ITr.." BUILDING is VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ -tee K0 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Tri . . . . . .•TITrt• T . . . nT. . . . . . BUILDER ` COMPANY I rec,10" Z26c JeeelCG SIGNATURE REGISTERED --EVET FEE CURREA I CV N Address 37-7 0 04,2c'A$1e,V License# Fe�jC J/C ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN 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# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllllltllllllllllllllll 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 dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivislons/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 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. �1�-1-d-I+1--FI-1+4-F. 1-.1-f+ 1-. 1-1--FFi--1-I.-1-F.i-1-4.i-1--FFb.i-1--��'T.��f••L-1-1..1- 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$7500) Agent(for the contractor)or Power of Attomey(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 public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe 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 slate 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 PBSCO County Building Inspection Division—Licensing Section at 727-847- a009. 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 7113,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that 1, 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. CONTRACTOWSIOWNEWS 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 alto 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, lketland Areas and Environmentally Sensitive Lands,WaterlWastewater Treatment - Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland 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 thb 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 "K. 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'K 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 v011 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,after,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Bulldirig 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 Qjob 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, 41ed and Mn I.-loraffirmed):befom me HIS ubs be nd swam o affirmed fore ipe Ns and 0 By owntomeo s/have produced of, a ally known to me or h eve produced s identification. bil. Notary lz2s Notary Public blic Commission No. commission No. wr ur-RINE MCC 9 G q- MMISS100 iG,G 920 n� pi�&, 0 332 2a NameofN 4dkP" rs 2023 Name of Notary or gj�"4ovem %fre4 O%mBodgetu ld- seytrAs 3 Services Bonded 1 -4 DndedTh-BLdgettoter Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG... a" `-X,,1-- -T-.+P':,t-i+: �ti 'r'.&,•s xa#�-#'" `gg'�'i w41-^.�^..€e4'-�'Fr: BCLS Home Log In User Registration Hot Topics Submit surcharge Stats&Facts PubCcations Contact Us I BCIS Site Map Links Search Florida pr " .:aj Product Approval dl .ea USER:Pubit User Product Aooroval Menu>Product or Aoolication Search>AooGcatlon List>Application Detail 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.richardson@entrematic.com Authorized Signature Robert Richardson robert.richardson@ tr matic.com �L�VCRK SHALL COMPLY WITH P Technical Representative Robert Richardson CODES FLORIDA BUILDING CODE,PREVAILING . Address/Phone/Email 165 Carriage Co u NA'�T1IONAL ELECTRIC CODE, Winston-Salem,N'�' ;'3-�'IE CIS®�Z PI'IYRHILL(336)251-1307 CRDINA Eg� robert.richardson@entrematic.ccc,hi" i Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors cEV'EWi DATE MAY 1!F Z 9 202 Subcategory Sectional Exterior Door Assembli'PLAN® p�iCpRHIL NE Compliance Method Evaluation Report from a Florida Registered Architect or a Licen 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 L7 Validation Checklist-Hardcopy Received Certificate of Independence FL17189 R2 COI Statement of Independence 2018.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM F588 2007 DASMA 108 2012 of 4 4/5/2019, 8:42 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG... DASMA 115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17189 R2 Equiv DASMA 108 and 115 2005 vs 2012.Ddf 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 Drawing 7-10 FL.Ddf 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 Reoort 7-10 FL.odf 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-I 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 Report 7-10 aluminum frame FL.pdf FL17189 R2 AE IRC-1216-130-15-I Report 7-10 FL.Ddf FL17189 R2 AE Makrolon NOA 17-0410.01.Ddf 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 Drawinq 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: +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.ndf 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 Drawing 7-10 FL.Ddf 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 7-10 aluminum frame FL.Ddf FL17189 R2 AE IRC-1218-130-24-I Report 7-10 FL.odf FL17189 R2 AE Makrolon NOA 17-0410.0l.ndf FL17189 R2 AE NOA 17-0410.01 FBC 6th Edition of 4 4/5/2019, 8:42 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG... 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 Drawina 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 ssure: +26.7/-31.6 Evaluation Reports •ther:Glazi not available in wind borne debris regions FL17189 R2 AE IRC-1209-130-11 Reoort 7-10 FL.pdf Created by Independent Third Party:Yes 17189.6 Heritage 3000/Model 1200; (24ga) IRC-1209-130-11-I Thru 9'-0 wide Oak Summit 3000/Model 1200 Limits o Installation Instructions Approved for use in HVHZ: No FL17189 R2 II IRC-1209-130-11-I Drawing 7-10 FL.pdf -AppXoxwed for use outside HVHZ:Yes Verified By:Thomas L. Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Long Panel Glazing is 1/4" Polycarbonate with FL17189 R2 AE IRC-1209-130-11-I Evaluation Reoort 7-10 aluminum frame FL.odf FL17189 R2 AE IRC-1209-130-11-I Reoort 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 17189.7 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 Reoort 7-10 aluminum frame FL.pdf FL17189 R2 AE Makrolon NOA 17-0410.0l.pdf FL17189 R2 AE NOA 17-0410.01 FBC 6th Edition Compliance Letter.PDF Created by Independent Third Party:Yes 17189.8 Model 2000;Model 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.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: +15.0/-17.0 Evaluation Reports Other: Glazing not available in wind borne debris regions FL17189 R2 AE IBC-2416-104-15 Reoort 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 Reoort 7-10 FL.odf 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.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: +15.1/-17.2 Evaluation Reports Other: Glazing not available in wind borne debris regions FL17189 R2 AE IBC-3614-104-63 Reoort 7-10 FL.ndf Created by Independent Third Party:Yes Badc Next of 4 4/5/2019,8:42 AM 14GA.R HINGE FE 2•X 20 GA STRUT 24 D0.MIN EXTERIOR SKIN (I)2'20 Gp ATTACHED V/(2)1/4'X 3/4' CENTER HINGE ATTACHED KBAKED➢N POLYESTER FBCSN STRUT ON TGP SECTION V!<4)1/4'x 3/4' NE)t HEAD SCREWS PER STILE MEX NEAb SCREWS 14 GA.DURASAFE )EX HEAD SCREWS AT EACH STILE 12 G0.GALV.COMMERCIAL :'-. - END HINGE ATTACHED TOP ROLLER BRACKET .-.- V/(2)ID/4'x 3/8' ATTACHED V/(3)1/4'x ;..� NEX 2M) SCREWS 3/4'HEX HEAD SCREWS i4GA➢URASAFE PER BRACKET ,,.- ROLLER CARRIERS ATTACHED �} �7f TO END STILE V/(3)1/4'x 3/4• 32 GA COMMERCIAL HEX HEAD SCREWS PER CARRIER 1/4'4'�3/IN4•E)R%ICAO CREWS AT EACH END STILE ADJUSTARLE SLIDE BRACKET ATTACHED 2'ID HALL STEEL ROLLER V/(2)1/4'x I/V BELT AND NUTS Vl STELA AND(3J 7/ifi' 2'X 20 GA STRUT ATTACHED LT RETAINER USED FOR V/(3)1/4'X 3/4' 'I' THREADED FASTENERS HER HEAD SCREWS PER 2'ID BALL STEEL ROLLER END STILE AND V/(2)1/4,x 3/4' '. � '11...: V/3'STEM AND(1)7/16' MEX HEAD SCREWS PER CENTER STILE DOLT RETAINER USED FOR CFC-FREE EXPANDED THREADED FASTENERS OLTSTYRENE INSUATIDN TYPICAL TOP FI%TURFS 1 TYPICAL DURASAFE END HINGE 3 itB DENSITY N.T.S. A. R-S.T3,U-1)17 END HINGE � 14 G0. IT DURASAFE CENTER HINGEf q 1 a 1 �J 0 U E'EO GA STRUT AT A ...•�V/CJ)l/4•x 3/4•HEX HEAD SCREWS AT EACH EN➢STILE AND 0 to BOTTOM BRACKET V/(2)I/4'x 3/4'HEX HEAD SCREWS E 13 Ilk ATTACHED AT EACH CENTER Si6.E ( 1 x V/Ci)1/4'X 3/4' I HEAD SCREWS O HER HEAD SCREWS D 2.1D BALLS AND a)RETAINER USED FOR • • 27 GA MIN INTERN SKIN y 2'x am THREADED SHAFTS PER ROLLER STRUT STRUT CLIP J3GA BOTTOM BRACKET TYPICAL BOTTOM BRACKET ATTACHED TYPICAL 2 y ICAL TOP STRUT ATTACHMENT NT.S 4 V/(W 14'x 3/4' HEX HEAD SCREWS DWOW, ;MMET AINER COW MISSILE ECT704 A-A(ciDp V7 W IMPACT RESISTANT OE9PT�1 InSX718 BATE IY SPECIFICATIONS AND NOTES ' 1. ALL THE LOAD FROM THE MAX SIZE .".""• ' DOOR IS TRANSFERRED 70 THE VERTICAL TRACK, 9'WIDTH "" { I FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. 14'HEIGHT •• • �O THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD = i 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR DESIGN LOADS w 0 "` (•» +120.2 LBS/FT & -142.2 LBS/FT +2.8 PSF �LL; :� •'�•1p0; �` 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED as` NO. 579 •��, A AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. TEST LOADS 34 4. DOOR SECTIONS SHALL+BE 24 GA. (0216) MIN. EXTERIOR SKIN (1.5'DC9GNLOADS) E �''*• f/`�', s' ROLLED FORMED, W/BAKED ON POLYESTER FINISH +40.1 PSF 14 $ OF INSIDE ELEVATION 5. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 -47.4 PSF S xTs 6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED LARGE MISSILE BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS IMPACT •• NIL.•:,•''•"'• N�(1)5/16'DIA.X 1-5/0' G)2-3/8'X 3-I/2•IBGA RESISTANCE FL ..... „ LAG BOLT ATTACHED TO JAMB STEEL BACKER PLATE GLUED TO 2 X 6 SYP OR SPF AT EA.JA B BRACKET INSIDE EDGE AT TOP AND BOTTOM (N0.2 OR BETIFR) OF EACH STILE IACRIION THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN DASMA 108&115. ASTM INTERIOR OF GARAGE ... E330, E1886, E1996, &F588.THE PRESSURES SHOWN ON �NTREBMATIC THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH MAX.WIDTH 9'0' 63 CARRIAGE COURT VINSTON-SALEN N..271as THE FOLLOWING PARAMETERS(5 FEET OF DOOR WIDTH IN THE MODEL 20 ca.cuv STEELEND ZONE, ROOF AT ANY SLOPE): #1200 HERITAGE 3000 END SALE WIND SPEED (MPH) 168 152 145 138 133 II��„ MODEL #1200 OAK SUMMIT 3000 EXPOSURE LEVEL B C C 0 D DESIGN LOADS SHORT, LONG, FLUSH & OAK SUMMIT PANELSE 14312E x 5/9-TRACK +142.2 LBS/FT SEE NOTE 2 97E pRANN GY RR OAtE Wf18/i< �,{g,I6 h'[t�q SM.(2)BOLT AM NOT MEAN ROOF HEIGHT 30 15' 25' 15 25' -t42.2 LBsjFT oR(z>RIVETS TRACK MOUNTING DETAIL 2•CALV.STEEL TRACx B CIIG61 By DIKE IRC-1lAushi p-11—I N.T.S. TRACK THICKNESS,051' 91ElT 1 0'3 st ...--38k MAX.OLD— OW 6060 EXTRUDED ALUMINUM IMPACT INTERIOR FRAME (14)68 X 1'PHILLIPS W,375'BITE ON GLASS HEAD SHEETNETAL SCREWS 70�' ❑PTIONAL SHORT AND LONG PANEL GLAZING LAYOUTS USED TO FASTEN THE ALUMINUM MAX,DLD G�4I "KLIS n4 M o0-u�- I/4'MAKROLON POLYCARBONATE INTERIOR FRAME TO THE TOP SECTION MANUFACTURED BY BAYER ALUMINUM EXTERIOR FRAME -- A 378'X i/8'CONTINUNYJS IMPACT 6060 EXTRUDED ALUMINUM <HMANU NOT BELT SEALANT IMPACT EXTERIOR FRAME MANUFACTURED BY BDSTIK SECTION D-B IMPACT WINDOW DETAIL DLO INTERMEDIATE SECTION h 3 10-5/8'DLO h 1 � .033'GALV STEEL INTERIOR IMPACT WINDOW FRAME .033'GALV STEEL EXTERIOR IMPACT VINDOW FRAME WAS'BITE ON GLASS IMPACT GLAZING FASTENER DETAIL 7TiP SECTION EC E➢TEXTERIORT♦✓INDOV CFIRANE 27 GA.STEEL BOOR SKIN GLAZING MEETS ASTM E1300-04 5/16'OVERALL 24 GA,STEEL DOOR SKIN-? 1/8'CLEAR ANNEALED GLASS / .090'CASTHAN PVS INTERLAYER 1J8'CLEAR ANNEALED DLASS MANUFACTURED BY GUARDIAN " SURE80N➢SD-19 STRUCTURAL ADHEStV REV DMOVII(N OF PRIONS DATE BY 3 ,069'EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME MAX SIZE "' +..••+"'+`++.+� INTERMEDIATE SECTION 14 HEIGHT "�� .� r..♦� ti 5u 2.3/16-X 1/2'SCREW-USED TO g + Ci�47 ++y 'Q� FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO DESIGN LOADS # ++4.; � a THE STEEL INTERIOR IMPACT WINDOW FRAME y O �J + RR-� +26.7 PSF ,,c .' 3.11/64-X I/2'SCREW-USED TO FASTEN DECORATIVE PLASTIC MOLDED % WINDOW FRAME TO THE ASSEMBLY -31.6 PSF D.465 +• e [MEMO SECTION C-C IMPACT WINDOW DETAIL' t1.Txo®C�"°:Ds1 <N.T.S. +40.1 PSF .9TA LL: N -47.4 PSF A 6, LARGE MISSILE +'( R IMPACT ' RESISTANCE h° FL ••••• '�� ENTREBM IEL 65 CARRIAGE Cd1RT VI ON-SALEN NC, 7105 ' MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT. LONG, FLUSH & OAK SUMMIT PANELS SZI WAB`ISY Bill DAIE 07128/14 ORAL 12J1S $ CHEM BY I DATE lRC-1209-130-11—I 9107 1 IF 3 WOOD JAMB ATTACHMENT TO STRUCTURE ?X 6\ RTI R r"I , ATTACHMENT TO WQOD FRAM S7 UMURF SPLICE TRACKS AT THI5 LOCAnON 5%16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24'O.C.O 1/2'EMBEDMENT) w/(4)1RRACKS AT 7M:SPUCE BOLTS k NUTS a X 6 VERTICAL IAMB ATTACHMENT'TO 2 000 PSI GQN[RETE SECURE TO JAMB N471i(3)6j16'a. T.- : HICTI XVIK BOLT 3/8'X 4'STARTING 6•FRU)1 ENDS THEN 24'Q.C.(2 1J2'EMBEDMENT) LAO BOLTS HILT] SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'QC.(1 1/4,EMBEDMENT> ITV/RAMSET REDHEAD(TRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDMENT) ^I„X 6 RTI AL ,AMS AiTACHHENT T I HOLLOW C-90�S,QCK SIMPSON 1/4'X 3'TITEN SCREVS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS (3'APART>AT 24'Q.C.o 1/2'EMBEDMENT) HILTS 1/4•X 2-3/4,KVIK-CON IN SC REVS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS(3'APART)AT 24'RC.(1 1/4'EMBEDMENT) P X 6 t RTICAI JAMB 0.TTAEHMEA TO GROtRFD C-QO Bi DCK(P060 PS2 GROUT) HILTI SLEEVE ANCHOR 3/e'%2-3/4'STARTING 6'FROM ENDS THEN 24'D.C.C1 1/4' EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) ' .LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IS P ICC: .PREPARATIDN OF WOOD JAMBS BY OTHERS 1Y CA CALV.STEEL E-H JAMB BRACKETS V CONCRETE HOLLOW HLDCK GROUTED BLOCK RPM- hAUB D KE(t)t/4•-20 STRUCTURE STRUCTURE STRUCTURE STRUCTURE TRACK SPLICE BOLT k NUT , W 11/�N 2-3/� 1-1/2'HIN 1 F4 2X6 JAMB A YP. 3'•MIN TRACK CONFlCURATION 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 FLv oIEDI oor BARE BY DOOR TRACK ATTACHMENT SPLICE DOOR SECTION HEIGHTS Max Design Loads .5 Section Center Stile Location MAX sl>F •. HEIGHT A B C D E F G H S HEIGHT etm #2 #3 #4 #5 #6 #7 #8 Panel Type (Measured from Left Allowed 9'WDTH - G n' nr> :r.<ct• ci: n'^•; AR'r. r.i: yr: iii2;; 1' Positive Negitilre 14'HEIGHT SNF 3 "s Width Edge v vty pz DESIGN LOADS :' ••+• YJ`,•T7 ?' 10" 21" 42" 63" 76" 13'6 21" 21" 21" 21" 21" 18" 18" 21 (It) (PSF) (PSF) a€ :�d °. ' $x .r. •rr.- - ir-: I. .nt .�$„ -31.6 PSF ..m a . No. B T9 I,�' 4•• iu u.ii .o��:. 8i00b>:=xh,;..,x _ •7•.fi�`':10.;.�,1..:,42,:.:83:'a ,._- :<.- 82:::•4 s;��.93"•.'i.0 1:,i'21 3 1. ,;1` u,8."".0. .�.1�, lion... ;.i;,w:(�,4 - 8' 10" 2i" 42' 63" 88° 12'6" 21" 18" 18 18" 18" 18" 1W 21"V 8'0 Long 48,000 ~30.0 35.5 TEsrLOADS u:. n•. D , uGv (L6.0ESICN IAADS) .o'/ • as 7i M STATr=OF u.By6.._s.10:•29s...4 :e g..r$4"<� ,..:i1<�:rr,.,i�.';,9,+� _"l2':0??�;:21': ZIa:�'i21�s2'1, e:2.1,. _U - 11 6" 21" 21" 21" 18" .L. +40.t PSF 9' 10" 21' 42° 63" B4' -100" 18" 18" 21" 812' Long 49.000 r 29.4 34.8 -47.4 PSF f1(7R1D�:� , c:c i ':F�' :u- :stay ' AR MISSILE 3 _ �, LARGE Ofi. aQ0 'rri�: ..J.:6=...#. .. ..-.. 6�... ...t>...,F•--::..-.�:;>.�._4>• :.,-:51:>D:,., ?-'k".�1.$„ 1: ..�$<>:>9$"��.$"e�`�_. ,.$.. hi#k�s„: r>, -'" -� -- 10' 10° 21" 42" 63" 84" 105" 112" 10'6" 21° 21" 21" 21" 21" 21" 8'4 Long 50.000 28.8 34.1 IMPACT RESISTANCE 9'" F L ;� Kiti,i•`a�i-.$ :2. '1.5 Q> .h. �l'r^�' :i:M>•,;•�i^; 87 ';10!%6",s�:0,:;21°�'42;z, 633 i,n.�p5@' �r11,,.,, !':0":, ;T2-; ._1.t,,: ,'21::.vf8.,s*'1'$:,. 2!1. ,8'$�-=.i ,•;S fts,.�,, ,4.,t,.�..57::.OQQ,a�.....,,.::i�t2 11' 10" 21" 42" 63' 84" 109' 124" 9'6" 21" 18" 18" 18" 18" 2i" 8'6 Long 51.000 28.2 i 33.4 ar" 40' „ ni,r nt- ?:=�;f:" - �•,r u, 4y "R„s nai n: , ;,;n.•z'4' ,pgr;a:;w '? in '$':�_'i.6.,_.. ,:2.a:.;d2"- ';69�i i84:..:1D6.:K,.�:ci;':iP:)30";;i „ ., . , 1i qt 18�,i1:6� i 8:8w�-c.i LShart'dia:3:..,r9.: 521.QQp,::i£:•,..,,,.:�ae'; T.._.,.,,.: 2i1..,..... �.. .1,..,9'.�;Q:��s?�l.@�.':Elf#:,. 8_ ..8.. F:' i'= 1,• `2'.. �:3- .�/ 12' 10" 21' 42" 63" 84' 105"126° 13fi' 8'6" 21" 21' 21" J18" 21" 8 8 Long 52.000 27.7 32.8 'a.i':'42".`'' ,,:.' ^;r'p9- n;= :k:.. ,. „ _ ENTREBMATIC 12B'+ry li ?>: '>'S. e271 "i 32'`'.14 it' 65 CARRIA COURT TCi SALEN m 2770 5 ..:. : ,. .,....._. •t: "x.53 000`=M,: 2 >;.. ;;8'01 -_.; :21'.!!.r,'s1.$:,1.8 s<:I:Sn ;Z1 Short... r .-- 13' 10" 21' 42' 63' 84' 105.126' 148' 7'6" 18" 18'. 18'. 18" 18" 8110 Long 53.000 27.2 32.1 MODEL #1200 HERITAGE 3000 "` 5"1 B"147�=rs1 n 3::u OO OAK SUMMIT 3000 {3 fi'tii' fQ''21 .42°s i63':<<84..14 .2. 4 D 2=:ia'%i z t>;26:7+,:. 3 fe6. MODEL 12 . -... . 7'"0:;:-,:>;=2'1`:'��2'1 '� 1 t2'ta:;, `'t;9'0 :l„':.Sh = - ...,.,.rr 14' 10" 2 r- 42" 63' 84" 105"126"147' 160" " SHORT, LONG, FLUSH & OAK SUMMIT PANELS 6'6' 21' 18' 18' 21" 910 Long 54.000 26.7 31,6 ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED 9211 DUYNBY RB I DARE mJ1a/H BFAvaeclanal WITH SYP OR SPF NO. 2 OR BETTER ONLY B iBEQUDBY DALE IRC-i203-130 tt-i SNEEf 3 BF'J