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Home My WebLink About16-17896 ( _ _ CITY OF ZEPHYRHILLS 5335-8TH STREEf ., tsi3}�eo-ooza 17896 BUILDING PERMIT ��. � PERMIT INFORMATI4N LOCATION INFORMATION - �` Permit Mumber: 17896 Address: 39551 MEADOWOQD �P Permit Type: ADDIT(ON/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADDlALT RE5IDENTIAL. Township: Range: Book: Praposed Use: NOT APPLICABLE Lat(s}: Btock: Section: Squa�e Feet: Subdivision: MEADOWOOD ESTATES Es�.Value: Parcel Number: 13-26-21-0140-04000-0760 Impro�r. Cost: 768.00 OWNER INFORMATION Date�ssued: 11108/2416 Name: LANCASTER, 1VIAGDALENE HATTEE Tat�l Fees: 60.00 Address: 39551 MEADOWOOD LP Amot�nt Paid: 6Q.Q0 ZEPHYRNlLLS FL 33542 Da#e Paid: 11/08/2016 Phone: 813-317-7522 Wa k Desc: GARAGE DOOR REPLACE 9 X 7 CONTRACTOR S APPLICATit3N FEES PRECIS ON GARAGE DOOR BUILDING FEE 60.00 � � � � ` � '`�1 \ (ns ections Required F TER ' 2ND ROU�H PLUMB MISC INSULATION CEILI FOOTEF2�OND DUCTS INSU�ATED SEWER MISC. ROUGH E ECTRIC LINTEL MISC MISC. 1ST ROU�H PLUMB PRE-METER lNSULATION WALL. MlSC. � DUCTS INSTAL�ED WATER C�ISC DRIVEWAY PRE-SLA� SHEATHING MISC. MISC. CONSTR CTION POLE FRAME PlIISC. MlSC. REINS�ECTION FEES: (c)With respect to Reinspection fees wil) comply with Florida Statute 553.80 (2)(c)the loca!gavernment shall impose a fee of four times fihe amount of the fee imposed for the initia! inspection or � first reinspeckion,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additianal restrictians applicable to this property that may be found in the public records of this county, and there may be additianal permits required frarn ather gavernmental entities such as water management, sCate agencies or federal agencies. "Wa ning to owner: Yoar failure ta record a notice of cammencement may result in yaur paying twice for impr�vements ta your property. If yau intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Comp�ete Plans,Specificatians Must Accompany Application.AII wark shalt be pertarmed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O. , NtJ OCCUPANCY BEFURE C.O. I � � ' ONTRA OR SIGNATURE PERMIT OFFI R ERMIT EXPTRES IN fi MQNTHS {NITHGIUT APPR4VED INSPECTION CALL FOit INSPECTION - 8 HOUR NOTICE REQUIRED PRGITECT CARD FROM 1NEATHER 813 780-0020 City of Zephyrhi(fs Permit Application Fax-813-780-0021 Building Department , � Date Recetved r� _ 3�r • Phone Contactfor Permitting � t 3 � � - 3�6 OwnersName / '� ��`L�ti ``��taS e.r OwnerPhoneNumber 13�3� ^�St2 IOwners Address .3�1��I /°]�wJo,..ioor� �iri Owner Phone Number Fee Slmple Titleholder Name Owner Phone Number Fee Simple TltleholderAddress JOB ADDRESS �� r� ��✓od J Loo o LOT� �` SUBDMSION '�D�/�d r��S PARCELIDl� IS�ZG-Z-1^D1�Id-Od000�07GO (OBTAINED FROM PROPERTIF TAX NOTIC� WORK PROPOSED e NeUvcoNsrR e ADD/ALT Q SIGN Q [] DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM C] OTHER �l w i w �.t r 7YPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q ' DESCRIP110NOFWORK ��Ln �a� e f L I��ZI� G BUILDING SIZE SQ FOOTAGE� HEIGHT � T�TrTlTrrrlTrl�rrlTR"rT�TITrITrl�rl"PTRRTr�TITrTlTrR9TrR�l'R'7�I�PT� QBUILDING $ '7/�� VALUATION OF TOTAL CONSTRUCTION V QELECTRICAL $ , AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �/ �J�� l �`� QGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZON� QYES NO Tl�lrrrrrrTTriTTrTtn� �� •l � ��rTr�i�1TTl1Tl7�TrrIrAT / r Tr � BUILDER y/ COMPANY /'r<-Gf SI D+� J�Do/ J-�v�Lc SIGNATURE � REGISTERED Y/N �e cuaaen Y/N Address 13?37 �/�'►e ;�e /3�vJ Llcense# C(�LILS I L3 ELECTRICIAN '~ COMPANY SIGNATURE REGISTERED Y/N FEECURRE� Y/N Address License� PLUMBER COMPANY SIGNATURE REGISTERED Y/ N �ecuwzen Y/N Addre;s Llcense# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEECURRE� Y!N Address Lfcense� OTHER COMPANY SIGNATURE REclsi�ttm Y/N �E cu�en Y/N Address Llcense� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilltlllllllllllllllllltllllt RESIDEN7IAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permitfor new construction, Minimum ten(10)working days after submlttal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facllities&1 dumpster,Site Work Pertnit for subdivisfonsAarge projects COMMERCIAL Attach(2)wmplete sets of Buitding Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new constructlon. Minimum ten(10)working days after submittal date. Required onsite,ConsWction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Faciiitles&1 dumpster.Site Work Pertnit for all new proJects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for ail NEW construction. �f-1-Ia-t-I-4-4�4-f-1-i-f�-4-1-i-1-1-I�-F-�-d-t-t-f-d-1-t�..t-{-a-1-1-{-1�-t-f.i�-1�-[-a-�F-f-I..I-1-I--E-L-f-{-I--1-I..t-1-f-1-f-f-4. Dtrectfons: Fill out application completely. Owner&Contractor slgn back of application,notarized _ _ _ , If ove�$2500,a Notice of Commencement is requfred. (AIC upgrades over 57500J " Agent(for tha contractar)or Power of Attomey(for the owner)would be someone with notarized letterfrom owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingies Sewers Service Upgrades A/C Fences(PIoUSurveylFootage) Driveways-Not over Counter if on pubifc roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersfgned 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 regulaBons. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation i 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 (s advised to have the contractor(s) slgn portions of the°contractor Bfock°of this application for whlch they will be responsible. If you,as the owner sign as the contractor,that may be an indicatlon 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(mpact 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 num6er 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 WatedSewer 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 appiicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners 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 ha�e obtained a copy of the above described document and promise in good faith to deliver it to the°owne�"prior to commencement. � CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work I will be done in compl(ance 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 thaf all work will be performed to meet standards of ail laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I als� 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 Profection-Cypress Bayheads,Wetland Areas and Environmentalfy Sensitive Lands,Water/Wastewater Treatmenf. � - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Watenn+ays. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. " - ' If the fill•material is to be used in Flood Zone "A', it is understood that a drainage plan addressing a - "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer � • licensed by the State of Florida. ' ' - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit fssued 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(ncluded in the application. A permit issued shall be const�ued 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 thereafler 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(s 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. Ifwork 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 NTRACTOR gu scrib d and swom tq,(�affl¢ned�pefore me this Subscribed and swom to( ffirrr�ed)b ore me ' /�9��L bv ir / /L-��cr //-7–/G by / Who islare onally kn to me or h s/have produced Who Is/are rsona y to me or has ave produced as fdentificaGon. as tdentification. ��—'�� Notary Public ��-�� Notary Public Commission No. . Commission No. i � � ...n�tiG6�R„FF93�3,� �..��C,t3��Qsa`�53 Name of Notary typB d,printed r et��ieti�`bei�1,�Z�— Name of Notary fyped,printed or stamp�.��B�c CQ�,;��`SC�U��"P�,�1 2p'�9 �.�''�... � j\lG��;,'^1o`2m ry5� $o . a �� c i�o��o,mb gec�'�es _ ' x i�` �V�F�G�\ 'r2\1�9: S"a � p\;1��• �1No:a^1 a ��,, �.X ua,,�� U�d ��-��stiw � �r�hN �r ,��,''..r�°y•r `•`_31�� :��.�;�� go�,� �4,;,;:�� c�,.. ��O� sr9 T."0'r 4 O �'aT�O4E` \ Q�� I , "�V F'"`�,°'t�.._..A;�,,, .~. �y,-:. , >.�: _ ''�a�<e�;:z +�.. _- '=�r:�,,,"` '.�.-'3- ':t �A:��,"-�y s t . ^,� hi��e�✓?c �,L "F'� "ti."`. City of Zephyrhills BUILDING PLAN REVIEW CO1��MENTS Contracta /Homeowner: �,� ,�' e�'o��.'=�� //�l. /`Q/IG�I ' Date Rec ived: /� ?v• /�O' site: �C/`� �� -Gc.2;C.Y-/ �� Pernut T ', e: /� �/� Approved w/no comments: Apparoved w/the below comrnents: ❑ Denied w/the below comments: ❑ I � � f � I I - I I This co � ent s Eet sha11 be kept with the perznit and/ox plans. � 1'��/� Kalvin S i er s Examiner Date Contractor andlor Homeowner (Required when comments axe present} � Flori la Building Code Online ` Page 1 of 3 ' .r.a..�. �'' -- '� ; li��:; ; s a � 1 0 p ' � / �r,l � ��li�Yi�disie�i� Florida u��'�(1�(ltd BCIS Home � Log In � User Registratlon � Hot Topics � Submlt Surcharge i Stats&Facts ! Publiptfons � FBC Stafr � BCIS Site Map � Llnks � Search � Prof�ssibYial `� `'' �PraductApproval USER:Public User Regu ation Product Aooroval Menu>Product or Aoolicatlon Search>Aoolication List>Application Detail � FL# FL13521-R3 Application Type Affirmation Code Version 2014 ' Application Status Approved ' Comments Archived ❑ Product Manufacturer Amarr Garage Doors/Entrematic � Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1309 danny.joyner@amarr.com Authorized Signature Brandon Gentle ��V�E�/��'�� /'= � brandon.gentle@amarr.com �,'�n/��ZEP T�!-�6 �'�� XAMINER�IL�S Technical Representative Brendon Gentle /�'r Address/Phone/Email 165 Carriage Court ��L� Winston-Salem,NC 27105 (336)251-1308 brandon.gentle@amarr.com Att W Quality Assurance Representative �anny 7oyner PREVq��HAt�C Address/Phone/Email Amarr Garage Doors �coR�p �N�coo�s Mp�r�,i 165 Carriage Court NqT! q eU1L01 � d oyne @amarr:comz�ios CITy pFZEPH��COp q� , Category Exterior poors <<S oR0lNqNC�� Subcategory Sectional Exterior poor 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 the Thomas L.Shelmerdine Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date Ol/O1/2016 ' Validated By Steven M.Urich,PE ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL13521 R3 COI Statement of Indeoendence revised.odf ' Referenced SYandard and Year(of Standard) Standard • Year ASTM E1996 2009 ASTM E330 2002 DASMA 108 2 005 DASMA 115 2005 Equivalence of Product Standards _ _---- --��.__Ce�fi�-By--- ----- -- --- ---------- ---•-------- http://www.floridabuilding.org/pr/pr app_dtl.aspx?param�vGEVXQwtDquynOPErOHeed... 7/2/2015 _ � Florida Building Code Online Page 2 of 3 � Sections from the Code '�J I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. , Documentation from approved Evaluation or Validation Entity nYes O No ON/A FL13 21 R3 COC FBC Sth Edition Affirm tion FL 13521- R2.odf Product Approval Method Method 1 Option D Date Submitted 03/30/2015 Date Validated 03/30/2015 Date Pending FBC Approvai Date Approved 03/31/2015 Summary of Products FL# Model,Number or Name Description 13521.1 Stratford,Heritage and Oak Dwg.IRC-6016-155-26-I,Thru 16'wide. Summit Models 600,650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ:No FL13521 R3 II IRC-6016-155-26-I Drawinq 7-10 FL.odf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Desig�Pressure:+37.0/-41.0 Created by Independent Third Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6016-155-26-I Evaluation Reoort 7-10 sealed.odf Created by IndependentThird Party:Yes 13521.2 Stratford,Heritage and Oak Dwg.IRC-6009-150-15-I,Thru 9'wide. Summit Models 600,650 and 950 Limits of Use Installation Instructions Approved for use in HVH2:No FL13521 R3 II IRC-6009-150-15-I Drawina 7-10 FL.odf Approved for use outside HVHZ:Yes FL13521 R3 II Retaii Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+35.6/-42.1 Created by Independent Third Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6009-150-15-I Evaluation Reoort 7-10 sealed.odf Created by IndependentThird Party:Yes 13521.3 Stratford,Heritage and Oak Dwg.IRC-6009-169-15-I,Thru 9'wide. Summit Models 600,650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ:No FL135Z1 R3 II IRC-6009-169-15-I Drawino 7-10 FL.odf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+45.3/-51.2 Created by Independent Third Perty:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6009-169-15-I Evaluation Reoort 7-10 sealed.odf , Created by Independent Third Party:Yes 13521.4 StratFord,Heritage and Oak Dwg.IRC-6016-140-24-G,Thru 16'wide. ' Summit Models 600,650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ:No FL13521 R3 II IRC-6016-140-24-G Drawinq 7-10 FL.odf ' Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+29.7/-33.8 Created by IndependentThird Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6016-140-24-G Evaluation Reoort 7-10 sealed.odf Created by Independent Third Party:Yes 13521.5 Stratford,Heritage and Oak Dwg.IRC-6016-130-15-I,Thru 16'wide. —___v__ _ -Summit-Models-600,-650_andA50—�_� '_ __ ____� ' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015 ' Florida Building Code Online Page 3 of 3 ' � Limits of Use - Installation Instructions Approved for use in HVHZ:No FL13521 R3 II IRC-6016-130-15-I Drawinq 7-10 FL.odf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+25.6/-29.1 Created by Independent Third Parly:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6016-130-15-I Evaluation Reoort 7-10 sealed.odf — Created by Independent Third Party:Yes 13521.6 St tford,Heritage and Oak Dwg.IRC-6009-130-15-I Su it Models 600,650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ No FL13521 R3 II IRC-6009-130-15-I Drawina 7-SO FL odf Approved for use outside VHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart odf , Impact Resistant:Yes Verified By:Thomas L Shelmerdine R PE#0048579 ' Design Pressure:+26J �1.6, Created by Independent Third Party:Yes, ' Other: Evaluation Reports FL135Z1 R3 AE IRC-6009-130-15-I Evaluation Reoort 7-10 sealed.�df C"reated by IndependentThird Party:Yes Back Next Contact Us::1940 North Monroe Sheet.Tallahassee FL 32399 Phone:850-487-1624 The State of florida is an AA/EEO empioyec Coovriaht 2007-2013 State of Florida.::Privacv Siatement::AccessibiliN Statement::Refund Statement. Under Florida law,email addresses are pubtic records.If you do not want your e-mail address released in response to a public-rerords request,do not send electronic mail to this enqty.Instead,contact the a�ce by phone or by traditional mail.If you have any questions,please wntact 850.487.1395.*Pursuant to Sec[ion 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departrnent with an email address if they have one.The emalls provided may be used for offidal tommunication wi[h the Iicensee.However email addresses are pu6lic record.If you do not wish to supply a personal address,please provide the Depahment with an email address whtch mn be made available M the public.To determfne If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �� eLfuk � SCN�l[\'4E71tICY � � htlp://www.floridabuilding.org/pr/pr app_dtl.aspx?param�vGEVXQwtDquynOPErOHeed... 7/2/2015 � ; i � ii � (i � w( 14GA LENTER H1NGE ATTNCF�D 13 GA COHMERCIFL �j 13 G0.GALV.COMMERCIFL o V/(4)IA'x 3/A• 2� (q�1/9•x�3/I�HDfH EAD SCpEVS �� HE%HEAD SCREVS i TOG ROLLER BRACKEi o AOJU57AHLE SLIDE HRRCKET RTTALXED �� ATTACHEO V/C4)1/4'x V/f2)S/16•x 3/4•80LT AND NUTS 3/�'NE%NEAD SCRE4S � � PER HRACKET 3•20GA STRUTS ATTACHED V/(2)I/4' 3/�' 0 ?5 GA ci(]H fX5p_p_yy65p2 , HEX HEAO SCREVS AT 24 Gp SKR�(M930) CENTER STILE - OJUSTPHIE ROLLER p1RRIER I! . .. ....- A ACHEO V/f2)5/16'• 3/4'HUIT 6 WR PER ••�z-'-r� 7 HRACKET � TYPICAL TOP FI%TURES SEE PaGE 2 POR UP71owAl � N.LS 1 GLAZED SEC770N5 S7RUT � SPLICE 1RACK5 AT 1H15 LOCA710N SEE CTpBLE 2)ON PqGE 3 FOR �STILE LAYOUi �� W�(4�1�4�-20 7RACK SPLICE TYPICAL CENTER HINGE � REC@1NENDED SELTION CONPIGIIRATIDN C N.LS. G BOLTS k) NUTS,SECUREITO JAMB 1 `� A LAG BOLTS/�6'Dlh X 7��5/B' S HOTTOH HRNCK� 4SPLICD �I 2•20GA STRUT 13 GA THILK PTTACHE➢ (��5/76�DIA x 1-5�8� ' �� ATTACF�D V/ , V/(3)1/�'%3/4' (2)L4'%3/1' �� HE%XEAD SCREVS U1G BOLT ATTACHED TO JAMB HUtF¢NO SCREVS -, I AT EA.JAMB BRACKET i AT EN➢AND CENfER I, �TOP� STILES o o , I4 G0.�NGE 3 �O• � 12 GA GALV.57E0. �� JAMB BRACKETS �I ATTACHED W/(1)1/4',20 D TRACK SPLICE BOLT&�UT THROUGH 2'10 BALL STEEL OR 10 BALL E'm¢saffnrs � H NriON ROLLER V/Y STEM � OR(2)RIVEfS � �,�, 4 �� TY TYPICAL B�TTOM BRACKET/ ,t � g i N.T.S `T 3•x 20 GA.STPUTS � U)PER SECTIDN i, 6 STILE STIF(ENNERS fl) �; B LOCATEO IN HINGE I�LE(S) f -- — A ON TOP SECTI�N e11.Y II N � � H�LES FOR STRUT 2'x 20 GA STRIJr SEE TNBLE 4 ON PAGE 3 A PTTACXHEM(IP STRUT /U)ON HOTTOH SECTION �� FOR STILE PLACEMENTS EE RpHLE D PAGE 3 IS REOUIRED) FOR JqMH BRALK T$PACING FOR STRUT SPACING . OTfOM BRACKET 9,_0•�( :,'�-`..,'::. AT/iACHm INSIDE ELEVATION VENTS PROVIDE 70 sq W 11�"�� xEz��i�no scit�ivs� NTSK CONFIGURATION FOR 6'6' UP TO 14'TALL DOORS N.7.S (62 54 NFOR OPTI�NNL � ^'- VENn OF UNOBSTRUCTED �I AIR FLOV EACH p O coNT.57EEL qEf INER O W/CONT,BTN S I�V 06ff.POW1 ff IEl'SMb OA1E BY I� 14 G0.ENO FQNGE ATTACNED A UppAIED TO FBC 1010 11/19�11 18R�i V/(2)1/4'x a/�• TYPICAL STILE STIFFENER �� HE%HEAD SCREVS CECl10N A-A (SIDE VIEWI a•zoca SinUTs N.r.s `� B 1DDEU(7AIDIC NOIE IP/10/11 fGR I� ATTAC/�D V/tb N.T.R ^ I/P x a/4't¢x MAX SIZE � e�eueeno�ae��'g z HERD SCREVS IOG0.ROILER CNRRIERS ATTACNEU 9'x 14' L1 QO `.SF'�E� �) TO ENO STILE�'/(2)1/�'z 3/4' TVO(2)ROVS OF THREE(3) e M F�%HERD SCREVS PER CFRNIER VENTS EOUPLS IS S0.1NCHES INTERIOR OF GARAGE 0 Q. Q, OF VENTALATION. OESIGN LOAD � e0��e°�G�NS'°•, o - ...:�_ ��. MAX.K7D7H 9'0' ±36.8 PSF Wc n��' � F ,% w �e' h!o OG•c �J ':i� 'e �'""`�� 2'10 HALL STEEL OR 10 HPLL �s�� aQ �' \� * �' o NYLON pOLLER V/5'STEN d 7t� LARGE MISSILE � �T`°"°S �` TYPICAL ENO HINGE 3 � DESIGN LOADS ��•�P� '�° "�' � '�•� N.LS IMPACT RESISTANT +,Z°.Z�S�7 -47.4P� �3 ��'' gTAT� pF •L� ` -142.2 LBSIFT SEE NOTE 2 �� o � �,,:r LMCE C s t\'.e E ��,'�,Y, p)s/ie'ov i 1-S/8' 2%6 SYP Ofl SPF �P7IONAL VENT DETAI MI59LE '' a�{.^•�O a 1�.��ov LAG BOL7 A7TACHm TO JAAO (N0.2 OR BETIER) 6 �[rmunaus u+o wo*cs. IMPACT EZ ��dp��^., ��V�� 2� AT EA.JAMB BRAp(ET N.T.S p104 ME�ll Ad(T1E�LOAo DIS�iR/J SkAR D�TOmiHE V AnCu�JAYes��' RESISTANT ��F� �aCCp�0'c$'v➢St1�t�t I I OPTS�NAL STpP iME XIXUZONUL JNIB OH NEMfA REmVES NO POPIION Oi T1E 101iO MOLOING iflMiSFFHPm iPOY 1ME OOdi. 20 GR CENTER STILE \ 1 Go1�4AnCAl JA11B5 iRl9Y6 MNaYW omGN toADs Oi: I: 41]02 lA5/Tf k -1124 l85/R a� � A OpOflS N!C NM�W,IRE PoLL BE 06IGNE0,M/JIUiACNPm AI8 MSfiWED MiN STNIONIUS AS SET fOflM 9Y OASYA • I THE ME7HOD 0�TESTNG WAS IN SUBSTAN7IAL ♦OOON SECnaNS 9iALL BE 15 CA.Yx(•OfD7 POLLFD IqtYm tlOIT 160 LARF[AGE COURT VINSTUN-S/�LEN.NL. E7103 WVAIMRRL@t � CON�ORMANCE WI7H iHE PROCEDURE DESCRIBED IN ASTM ��awTM E330&E1996,MID DASMA 108&775.1HE PPESSURES G SLPPa311N0 Si1NCN21L F1flItN15 SH�IL BE OE4GNED SHOWN ON 7HE ORAWINGS WERE CALCIILA7ED USING ASCE BT A FErSmED PporS9aNN.nNJNE01 NN vm+D lAlDS MODBL�l850 OAK SUMMIT SERIES 5000 �C ZOOO 20 GA GALV.SfEEI P�IC/�iFD pl iX15 GR�IHNG IN MOI110N TO OMQ1 LAMING4 �u sn� 7-10 Wi1H 7HE FOLLOYANG PARAMEIERS(5 FEET OF DOOR MODEL g600 STRATFORD SERIES 1000 &�2000 7/76'�K BOL7 RETNNER WIDTH IN tHE END ZONE,ROOF A7 ANY SLOPEJ: a w�+�F�cn�sµo oimaevas a�w�ce 000as�xuw uun � (1)PER ROLLER BPAM�IABElS FlFlg SI/LNN-YM'�iAC1URE�flUYAIE Uffl OINif MODEI.�B50 HERITAGE SERIES 1000 &�2000 1/4-20 x 5/BTRACK R7ND SPEED MPH 168 752 145 138 133 �a+av�N¢ai Eau�AUNT�+WUC�s iaN raNa7Au.VPPo�K SPLILE BOLT ANp 1A1T 2'CALK STEEL 7RACK EXPOSURE LEVEL B C C D D $11E URAYNBY DRC DAIE 11�IB�fB DRAIBHG�R t.n�u ro t�e�[s w ixc v,ae�rox�onmau�000x eunis OR<21 RIVETS TflACK TWCNNESS.051' �TM��m�P�p� I 1RACK MOUNTING DETAIL MEAN ROOF HEIGHT 30' 15' 25' 15' 25' g pµ6 STAYP DOES NOT FRECT WNDLOAD GPAB6171E5. B WEG6D BY tlIC OA1E 11/IB/09 ' j i - - N.LS sar I oi:� -- — - � • I I i � ' I i , , I !I �! _ i� i pl � .033•GALV STEEL IN7ERIOR IMPACT�lNDW FRMfE WOOD JAMB ATTACHMENT TO STRUCTURE ,033'G11LV STEEL E%TERIOR IMPALT VINDOV FRAHE V/.5'HiTE ON GLASS (l CpRp E pLp7 �{'p� ?%6 V RTI.A IpMe AttA.H NT TO V000 FRAM cTR I T iR �i�i�DE➢TE%TER�NtS�IND��FRFME 25 G0.iTEEL➢�OR SK1N 5/16'%3•LAG SCREWS STARTING 6'FROM ENDS THEN 24'O.G tl 1/2'EMBEDMENT) I 5/I6•�VERALL 2 X 6 VERTiCAI JAMH ATTACHMENT 70 2.000 PSi LONCRETE 1/e'CLEAR Mu1EALED GLASS H1LTI KWIK BOLT 3/8'%4'STARTING 6'FROM ENDS THEN 24'OL.(2 1/2•EMHEDMENT) � u9a•PVB IN7ERLaYER HILTI SLEEVE ANLHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O,C.<3 1/4'EMBE➢MENT) 1/e•CLEnR qNNEALEU 4ASS ITV/RAMSET REDHEAD CTRU-80LT)3/8'%4'STARTING 6'FROM ENDS TNEN 24•O,C.(2 1/2'EMBEDMENT)� �MANUFACNRED 8Y GURRDUW �%6 VERTi.A iAMH ATTA.HM M TD Hfi OV -90 H 0-K � SIMPSON 1/4'%3'T1TEN SCREMS STARTING 6'�R�M ENAS,USE PAIRS OF FASTENERS I f3'APART)AT 24'O.C.tl 1/2'EMBE➢MENT) � SUFtEBONn SB-190 HILTI 1/4•%2-3/4'KWIK-C�N 11+SCRE4S STARTING 6'FR�M ENDS,USE PAIRS�F I � 3 2 STRUCTURAL ADHESivE FASTENERS C3'APART)AT 24'D.C�q 1/4'EMBEDMENT) ?%6 VERTiCAL JAMA ATTACHMFM TI7 f.RIlUTEO C-90 HLOCK(2000 Pc}GROLifl 2 3/16'%1iz•SCREv-USED TO HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 24'QC�tl 1/4• I FASTEN THE S7EEL IXTERIOR 1MPAC7 VINDOV FRAME Tq EMHE➢MENn COR,USE FASTENERS FOR HOLL�V C-90 BLOCIO TNE TTEEI 1NTERIDR IF4qCT VINDOV FRAME. J.1v6a•%1/2'SCftEv-USED TO 9ATTEN DECORATIVE PLASTIC tAOLDED �LAGS AND BOLTS CAN BE COUNTERSUNK'N PROVIDE A FLUSH MOUNTING SURFACE. I VIN➢uV FRAME 70 Tlff ASSEMBLY iPREPARATION OF VOOD JAMBS ITY OTHERS {i � SECTION B-B IMPACT WINDOW DETAIL � WDOD CONCRETE H�LLOV BL�CK N.T.S. STRUCTURE STRUCNRE STRUCTURE GROUTED BL�C � STRUCTURE 8 I w � I ' I I ; 1/2 MN 2-3� I-1/2'MIN 4' � 19' 2X6 JAMH �' TYP� 3'MIN •z •2 7 •2 3• • �i y II I� 10-5/8' Z �� (I ( .Z r� i �; IMPACT GLAZING FASTENER DETAIL !; N.T.S. IffY DFSO�IIOY ff�tE9016 �A1F BY I' A IPr9AIED TO FBC Y010 II/19/II RIR I� B /JMIED QA7RIC HO7E t� /IY IDR I� B B MAX SIZE 01 =� DESIGN oao �� qe0°Q,Sa��SHE(��so`! oi 3' 20GA. STRUT LOCATED AT THE TOP +26.7 Psv W� o,o�qS;��,\C�Ns�I•, .Ae�� AND HOTTOM OF GLAZED�SECTION -31.8 PSF �LL Y h e •� g � ATTACHED W/C2) 1/4' X 3/4' HEX HEAD ��A� RO 004 1 � �4 z� SCREWS AT END AND CENTER STILES hsi Loaos s�T ; �•e� �_� : +40.1 PSF � z.�te /��/ ;I('��'�a -47.4 PSF E`�%i,l; gTAi"[ O� �4 ��' TOP SECTI�N t .�_„ I.ARGE ��N'�^rdt•�^�GG�R1qP,��ao G3 MISSILE ' a �f .�NCma4 3� ' IMPACT E2 `G}S,�' �� ' RESISTANT H`�F� ''8p�yp��H�5i40��` I. � 5 � � (Zrj' �i INTERMEDIRTE SECTION $ � � � � � 1W CnRRIAGE CWRT VINST@hSPLEq,N.C. 27t0.7 WvaMqRIR.C�11 II GLAZING�PTIDN DETAIL MODEL�850 OAK SUMMIT SERIES 100D & 2000 N,T,& MODfiL y800 STRATFORD SERIES 1000 &I�2000 MODEL�'850 HERiTAGE SERIES 1000 & 200D ❑PTI�NAL SH�RT PANEL GLAZED SECTI�N STRUT AND STILE LAY�UT Slff pUBIBY ors� onrz n�e/o9 onnx+�c�w AVARABLE TFACK CANi1GURA710N5 B tlIEIXm BY AIG DAIE II�1B�09 IRC-6009—�130-15—I wT.s s¢n s a�� . — — ,� !i I� i ' li . �. Ii �� :i i h �� TABLE 1 TABLE 2 STRUTSPACING(BASED ON RECOMMENDED SEC110N DOOR SECTION HEIGHTS DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 ' HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21" 6'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 67 1/2" �3'6" 21" 21" 21" 21" 21" 18" 18" 21" 7' 5 112" 18 1/4" 39 1/4" 60 1/4" 73 1/2" 13'0" 21" 21" 21" 18" 18" 18" 18" 21" T 6" 5 1/2" 151/4" 33 1/4" 51 114" 69 1/4" 81" 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 8' 5 1/2" 1B 1/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2" �p�p�� Z1" 21" 21" 21" 21" 18" 21" 8'6" 5 1/2" 18 1/4" 39 1/4" 601/4" 781/4" 91 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21" � 9' 51/2" 15 1/4" 33 1/4" 51 1/4" 69 1/4" 871/4" 99" 11'0" 21" 18" 18" 18" 18" 18" 21" 9'6" . 51/2" 18 1/4" 36 1/4" 54 1/4" 721/4" 90 1/4" 103 1/2" 10'6" 21" 21" 21" 21" 21" 21" ' 10' 51/2" 181/4" 391/4° 601/4" 781/4" 961/4" 1091/2" 10'6" 51/2° 181/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 115 1!2" 10'0" 21" 21" 21" 18" 18" 21" 11' S1/2" 181/4" 361/4" 541/4" 721/4" 901/4" 1081/4" 121 1/2" 9�6" 21" 18" 18" 18" 18" 21" ---- 11'6" 51/2" 181/4" 391/4" 601/4" 781/4" 961/4" 1141/4" 1271/2" g�� 5�� 18�� 8�� 8�� 18�� 18�� 12' 5 1/2" 18 114" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 120 1/4" 133 1/2" S'6" 21" 21" 21" 18" 21" 12'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 126 1/4" 139 1/2" 8'0" 21" 18" 18" 18" 21" 13' 5 1/2° 181/4° 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 132 1/4" 145 1/2" 7'6" 18" 18" 18" 18" 18" f 13'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1!4" 120 1/4" 138 1/4" 151 1/2" 7'0" 21" 21" 21" 21" � � 14' 51/2" 181/4" 391/4" 601/4" 811/4" 1021l4" 1231/4" 1441/4" 1571/2" 6'6" 21" 18" 18" 21"' •AO➢ITIONRL STRUTS MAY BE AODED TO DO�R VHEN GLAZEO FOR COUNTERBRLANCE PURPOSES TABLE 3 TABLE 4 � ' DOOR 7RACK ATTACHMENT SPLICE Section Center Stile Location Max Design Loads � HEIGHT A B C D E F G H S Panel Type (Measured from Le8 Allowed i , Width Positiee Negiti�e � 6'6" 3.5" 21" 39" 57" 70' �ft) Ed9e� (PSF) (PSF) �' �+�� oA�c er " 7' 3.5" 21" 42" 63" 76" A UPDAIED TO FBC 1f110 u/ssnt�x 1' 7'6" 3.5" 18" 36" 54" 72" g2° 8'�0 Short,Oak Summit 48.000 29.9 35.4 B AWED UAAN77G NOIE � zo�s�nn I� 8' 3.5" 21" 39" 57" 75" 88" 8'�0 Long 48.000 29.9 35.4 MAX SIZE q e��geo�11eeodrQBP R� _" 8'6" 3.5" 21" 42" 63" 81" 94" S'�2 Short,Oak Summit 49.000 29.3 34.7 s'■'a• �~ vo�` �. SHfZ,, >a�� OESIGN LOAO �� ,,e� �5 '��'ee 9' 3.5" 18" 36" 54" 72" 90" 100" 8'�2 Long 49.000 29.3 �.7 ±376.6 PSF d�� 00Ns�• ?�`j�� 9'6" 3.5" 21" 39" 57" 75" 93" 106" 8'4 Short,Dak Summft 50.000 28.7 34.0 10' 3.5" 21" 42" 63" 81" 99" 112" 8'�4 Long 50.000 28.7 34.0 �sr�ows g°�?r� �•;�''�� I 10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'(6 Short,Oak Summit 51.000 28.1 33,3 +40.1 PSF �o�y,�: ��d�� r -474 PSF E� � 11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'�6 Long 51.000 28.1 33.3 �� ^d-t' �5�;� �F °<��';t LARGE „�° 71'6" 3.5" 21" 42" 63" 81" 99" 117" 130" 8'�8 Short,Oak Summit 52.000 27.6 32.7 MISSILE � "�,^"��Q:��p�� 3 12' 3.5" 21" 42" 63" 84" 105" 123" 136" 8'8 Lon 52.000 27.6 32.7 IMPACT ;3 'aass�y:••'�"�'.�g,o��' 3v I 9 RESISTANT �"FL `6''�ada�aY9o�aa�as li 9„ ' 12'6" 3.5" 21" 39" 57" 75" 93" 111" 129" 142" 8'�10 Short,Oak Summft 53.000 27.1 320 i. � 13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" 8'(10 Long 53.000 27.1 32.0 (,�j'j' �� 13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" 9'�0 Short,Oak Summit 54.000 26.7 31.6 • �! 14' 3.5" 21" 42" 63° 84" 105" 126" 147" 160" 9'j0 Long 54.000 26.7 31.6 �ss caRaau�c couar vtnsre+-sa.ni,nc. e�io�vvvANawcm� MODEL �650 DAK SUMMI7' SERIE3 1000 dn 2000 NL 7RACK ATTACNMENT SPACING+/-2'ALL015ED{N1H SYP OR SPF N0.2 OR BkTER ONLY MODEL /�B00 STRATFORD SEFtiES 1000 &�2000 MODEL(�050 HER17'AGE SERIES 1000 & 2900 91E OpA1H BY IXtC DAIE 11/IB/09 Q9ARINC IA�@fA B aaaun er a�c oeu u�e/os IRC-6009-130-15-I seEr a c�i� + - _ - _ Ef� i �� f ,, � r ` ' �� L