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HomeMy WebLinkAbout14-15841 I � � � CITY OF ZEPHYRHILLS � 5335-8TH STREET � • (si3)�so-oo20 - 15841 ` BUILDING PERMIT PERMIT INFORMATION ' LOCATION INFORMATION �� Permit Number: 15841 Address: 38817 10TH AVE 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-07500-0120 Improv. Cost: 709.00 ' OWNER INFORMATION Date Issued: 1/15/2015 Name: JOHNSON, FAMILY LIVING TRUST Total Fees: 90.00 Address: 13505 WOERNER RD Amount Paid: 90.00 MANITOU BEACH MI 49253 Date Paid: 1/15/2015 Phone: (813)779-0235 Work Desc: GARAGE DOOR CHANGE OUT 9 ' X 7 ' CONTRACTOR S APPLICATION FEES PRECISION DO R SERVIC BUI D G FEE 60.00 CONTRACTOR CERTIFICATE 30.00 � �/� � �] /v � v I Ins ections Re uired F TER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED I SEWER MISC. ROUGH ELECTRIC LINTEL I MISC MISC. 1ST ROUGH PLUMB PRE-METER I INSULATION WALL MISC. DUCTS INSTALLED WATER I MISC DRIVEWAY PRE-SLAB SHEATHING I MISC. MISC. CONSTRUCTION POLE FRAME I MISC. MISC. REINSPECTION FEES: Reinspection fees will corr�ply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or correctio�s not made when inspections called d)work not ready for inspection when called e) permit not posted�on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permi�, there may be additional restrictions applicable to this property that may be found in the public records of this county, anc� 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 pertormed in accordance with City Codes and Ordina�nces. NO OCCUPANCY BEFO C.O. CONT CTO ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Build ng Department t � Date Received Phone Contact for Permittin – Owner's Name ��/2SON %��'wi/' Ci4.ae Owner Phone Number ��2" 3?��8 Owner's Address /,�,sdS wB�/��r'�/���i�euc 8�acb Owner Phone Number Fee Simple Titleholder Name Owner Phone Number I Fee Simple Titleholder Address JOB ADDRESS �oo�� �D��l �'��' LOT# �2 r/g SUBDIVISION L'i7�j' O� �il//s PARCEL ID# //-26'- 2 o0/D–D 7,r1lO– G/2o (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e WSTALLSTR 8 REPAI T 0 SIGN Q Q DEMOLISH PROPOSED USE Q SFR Q COM Q OTHER TYPE OF CONSTRUCTIOId Q BLOCK Q FRAM 0 STEEL Q DESCRIPTION OF WOItK � � dvf �c.� - �X , `�s�`� /,�5�/ BUILDING SIZE SQ FOOTAGE� liEIGHT OBUILDING $ �JD -- VALUATIO OF TOTAL CONSTRUCTION / �ELECTRICAL $ AMP SER ICE � PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ ���t� QMECHANICAL $ VALUATIO OF MECHANICAL INSTALLATION 't� r [�GAS Q ROOFING Q SPEC ALTY [� OTHER FINISHED FLOOR ELEVATIONS FLOO ZONE AREA QYES NO BUILDER . � �, C�OMPAMY 7�Er'i3'i�.e/ ,Lt7o� S�/v�t SIGNATUFtE R GISTERED Y/ N FEE CURRE� Y/N Address License# ELECTRICIAN OMPANY SIGNATURE R GISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER OMPANY SIGIdATURE R GISTERED Y/ N FEE CURRE� Y/N Address License# NIECHANICAL QOMPANY SIGMA7URE R�GISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address I License# i , RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construcGon, �__ __ Minimum ten(10)working dys after submittal date._Requiredonsite,Construction P�ans,_S.tormwater_elans_w/_SiltFenc.e_installed,___;—__ Sanitary Facilities&1 dumpster;Site Work Permit for subdivistons/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construcGon. Minimum ten(10)working days after subrriittal date. Required onslte,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. � , ""`PROPERTY SURVEY required for'all NEW construction. � Directions: Fill;out application completely. Owne�&�Contractor sign back of application,notarized IE over�2500;a NoNce of Commencement is required. _(A/C upgrades over;7500) ='� , .. '�-''�; . Agent(forthe,c6ntractor)or Power af Attomey(for�the owner)woul� be someone with notarized letterfrom owner authorizing same :f�j '.f l � . OVER THE COUNTER PERMITTING (Front of Application Only) ' ' "�• Reroofs if shingles "� Sewers�,-,.`= Service Upgrades AIC Fenc s(PIoUSurvey/Footage) .`' Y�.`'i;�. , Driveways-Not over Counter if on pu6lic roadways..needs ROW � ,- _ NQTICE OF DEED RESTRICTIOIdS: The undersigned understands that this permi#may be subject to"deed"restrictions" which may be more restrictive than County regulatians. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRAC70R RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake wotk, they may be required ta be Ilcensed in accordance wEth 'state and local regulaEions. Ef fhe cantractor is nok licensed as required by law, both the owner�and contractor may be cited far a misdemeanor violation under state iaw. tf the owrner or intended contractor are uncer#ain as to"inrhat licensing requirements may agply for the intended work, they are advised to contact fhe Pasco County Building Inspection Qivision--Licensing Secfion at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractars, he is advised to have the contractor(s) sign portions af the "contractar Black" of this application for wh3ch they will be responslbte. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not en#itled to permitting privileges in Pasco Gaunty. TRANSPORTATION IMPACT/UTILITIES IMF'ACT AND RESOURCE RECOVERY FEES: The undersigned undersfands that Transportation lmpact Fees and Recourse Recovery Fees rnay apply to the construction of new buildings, change of use in existing buildings, or expansion of exis#ing buildings, as specified in Pasca Caunty 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 Transportatlort Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the praject does not involve a certificate of occupancy or fina! power release, the fees musf be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due, they must be paid prior ta permit issuance in accordance wifh applicable Pasco County ardinances. CONSTRUCTIClN LlEN !AW(Ghapter?13, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, 1 cer#ify that 1, the appiicant, have been pravided with a copy of fhe "Florida Consf�uction Lien l.aw—Nomeawner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", 1 cerfify that 1 have obtained a capy of the above described dacusnent and prornise in good faith to deliver it to the°owner"priar to cammencemen#. G�NTRACTOR'StC?WNER'S AFFtDAVIT: 1 certify that al! the information in this apptication is accurate and thak all work wil) be done in compliance with all appiicable (aws regu{ating construction, zoning and tand development. Application is hereby rnade to obtaln a permft to do work and installation as indicated. I certify that 'no work or installation has commenced priar to issuance af a permit and that a!1 work will be performed to meet stanrfards of all iaws eegutating construction, County and City cades, zoning regulations, and land development regulations in the jurisdiction. I also ce�tify #hat 1 understand that the regulations af other government agencies may apply fo the intended work, and that it is my respansibiliky to identify what actions I must take to be in compliance. Such agencies include but are nvt limited to: - Depar#rrtent of Environmenta{ Protectian-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercaurse$. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabllitative Services/Environmental Health Unit-Wefls, 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 af fill is not allowed in Fiaad Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understoad tha# a drainage plan addressing a "campensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of F(orida. - If the fi!! material is to be used in Flood Zone °A" in connection wi#h a permitted building using stem wall construction, (certify#hat fiil wiil be used only to filE fhe area within the stem wall. - If fill material is to be used in any area, I certify that use af such fill will not adversely affect adjacent propetties. If use of fill is found to acfversely affect adjacent propertiss, the owner may be cited far vio{ating the conditions of the building permit issued under the attached permit application, for lots less fhan one (1) acre wh�ch are eEevated by fill, a�engineered drainage plan is required. If I am the AGENT FOR THE OWNER, 1 promise in good faifh fa inform the awner of the permifting conditions set forfh in this a�davit prior ta commencing-eonstruction. I understand that a separate permit may be required for electrical wark, plumbing, signs, wells, pools, air conditioning, gas, or other installations nat specifically included: In the application. A permit issued shall be construed to be ��.license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the fechnicaE codes, nor sha}I issuance o#a permi#prevent the Bui4ding 4fficial from �hereafter requiring a correction of errors in plans, constructian or vialations of any codes. Every permit issued shall become invalid , unless the�nrork autharized 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 warlc is commereced. An extension may be requested, in writing, from the Building Official far a period not to exceed ninety (90) days and will demonstrate jusfifiab(e cause for the extension. lf work ceases for ninefy{90}consecutive days,the jab is cartsidered abandaned. WARNING TC1 QWNER: YOUR FAt�URE TO RECORD A NC?TICE OP GOMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE,MENTS TO YOUR PROPERTY. tF YOU tNTENQ TO OBTAIN FiNANCING, CC)NSU�.T WETH Yt�UR�ENDER OR AN ATTORNEY BEFORE RECORDING 1fOUR NOTICE OF COMMENCEMENT. _, FLORIDA JURAT(F.S. 1 . � OWt�IER OR AGEN CONTRACTOR Subs b d swo fo(or affi bef e# Subsc'b swam to a r�tned o me 's ; � � G � x � c Wh Is r ersonaEly kna o �or has/ ave produaed Who tslar ersanal y kno to or ha as tden ficationa � as idenUfica�an. -�'���,.� b��� ��� ���� ����s.������� _ ��ti fi�� 1Q�'��� Commisstan No. � �55� �1 �e� CommissEon No. ao ;,.•+. � t„`�„Q�¢a.�tJ ,�vue++c �1+`1 �4���a�tFf'� .,,. Name of Notary typed,prin4�do �e� Name of Notary typed,printed ar stampad � � o S>ATE�F� � � "�iradtk`' • . 'i°� i 1 ' I11UH . p� Y.V W � '1��� II f`f;" i City f Zephyrhills BUILDING PLA REVIEW COMMENTS � Contractor/Homeowner: P��C1 S�� , ��10(� S �RV I C E Date Received: 12 - 3 - l y Site: �3FS8f� I l0�� /�1��W� E- PermitType: aARAGE �p�(� C,NpNC�L Ot�i � Approved w/no comments: Approved w/the b low comments: ❑ Denied w/the below comments: ❑ i �� i I This comment sheet sh � e kept with the permit a d/or plans. / � � � Kalvi Sw zer � 1 s Examiner Date Contractor and/or Homeowner (Required when comments are present) I , - , .. _ . _ ., ��i;li+�-!'i� _ � i... � � '] �''� /� � - - . ��X15T1iV�V��D�'...R,`>>;' - ;�'t•��s. �op - - . - �snn Accounting&.Billing;. ( :'"OP.ER'ATOR YESp� "'NO[] -_ - - ��_ _ _ �';:'�. NGARAG�OOORSERVICE _ _J+IJ:"'t".�: ' - - - - - �:�;;':,'�''�:;;.='�'�'"",- -- " - - , ��,�.. 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':t �,4^� � a�.. s + `� <�°�" t�`"� ��- .,�.��T�•,.t«;=;<_��,- :��:;::.. - ::E;. ��1.V1(E�B�'AY��.,N1F�.., �� N�(�)U �t�kx• _ ��:� C e4 =E�._ t�: �^�` T �I'-^ t.t�, .=a�,_w,,, _ L.t _ ...n,l'. .r�al,--.�� - �.a..�..�.y„�.''�r�.ti, � .��K�iGat{qPDudiServk�� �'".�tn` �. .I I �'e.�p, .�F�:y,�.�,•.n.�'..��'�i91'�!,!t'vs';5'�)!Y 3� - - � `-.�TF.. � �,,�'� �?' �1 .� �`'�ir =� ,r 1:F..�"C bu "�.Bi I'n N"��,r::s:'��;:�-- � �:��`:�=�< }� 4 ��. �±2�y^.�, ��4n',,,��N,r{ti 1 �'.'.i.� K4'vs�::y_„ �--._..�,���% �" r2.." ��"�d` '� C�•� l.� 'a'�r:. 4:,'�`k����Ka � ;t,.eEc,'�c`,�2Fk; ���„t�`�.p;-..K�,,�,".,,�. ,�-:.,[•.�.•_ _' :'S`.x�'.7j'„'`, �:�,.�, .Eacp,,tD e�a.,�.: �Q C eu�,� w. • ,w�;::.<�.-.-,-~;� .,, ::_. �;z. _ Se,-c�°C{ `3�� '�=�A�.t�::.�QC1 �,_:.:-,:,,,..�: �.�� Florida Building Code Online Page 1 of 3 �,�,....., � - � �- �l�;� : : ° e e . , ' - + o s � _._:�-�._ _ _. . �:-- � Fiorida Department� BCIS Home Log In User Registration Hot Topics �Su mit Surcharge � Stats&Facts j Publications � FBC Staff BCIS Site Map � Links � Search � I Busines. (� � Professi ���I � � P ERduc t Approval Regulation � Product Aporoval Menu>Product or Aoolication Search>A lication List>Application Detait + � FL# FL13521-R2 - �' � � Application Type Revision Code Version 2010 Application Status Approved Comments ' Archived '— I Product Manufacturer Amarr Garage Doors I Address/Phone/Email 165 CarPiage Court �I Winston-Salem, NC 27105 (336) 251-1309 danny.joyner@amarr.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court � Winston-Salem, NC 27105 `�C��I� (336) 251-1308 �'L� `�LApj�'3'�, brandon.gentle@amarr.corr�;� .�'' �� `��-`L c.�Y�c`��.����l�A � �i �"�� Quality Assurance Representative Danny Joyner �s� v�"��'���'�Ij�rc f Address/Phone/Email Amarr Garage Doors ��/ '�S �' 165 Carriage Court �rTy Fy;,� � Winston-Salem, NC 27105��� SQF��.���, djoyner@amarr.com /(/ � ` � � Category Exterior poors ���/�yR�/� � �� , Subcategory Sectional Exterior poor Assemblies ��Q �ts � ��\ ��,- �,� Compliance Method Evaluation Report from a Florida Registered Architect o.Z Licensed Florida Professional Engineer �� � Evaluation Report- Hardcopy Received � Florida Engineer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report , Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc. - EfL/Warnock Hersey Quality Assurance Contract Expiration Dat Ol/01/2015 Validated By Steven M. Urich, PE �� Validation Checklist- Hardcopy Received Certificate of Independence FL13521 R2 COI Statement of Indeoendence revised.odf Referenced Standard and Year(of Standa d) Standard Year http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013 Florida Building Code Online Page 2 of 3 d . - ASTM E1996 2009 ASTM E330 2002 DASMA 108 2005 DASMA 115 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/13/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/22/2013 Date Approved 04/09/2013 Summary of Products FL# Model,Number o�{Name Description 13521.1 Stratford, Heritage�nd 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 R2 II IRC-6016-155-26-I Drawinq 7-10 Approved for use outside.HVHZ:Yes FL.pdf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +37.0/-41.0 Chact.pdf Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579 Created by Independent Third Party: Yes Evaluation Reports FL13521 R2 AE IRC-6016-155-26-I Evaluation Reaort 7-10 sealed.odf Created by Independent Third Party: Yes 13521.2 Stratford, Heritage and Oak Dwg. IRC-6009-150-15-I,Thru 9' wide. Summit Modeis 60p, 650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL13521 R2 II IRC-6009-150-15-I Drawin4 7-10 Approved for use outside HVHZ: Yes FL.pdf Impact Resista�t:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +35.6/-42.1 Chart.odf Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579 Created by Independent Third Party: Yes Evaluation Reports FL13521 R2 AE IRC-6009-150-15-I Evaluation Reoort 7-10 sealed.adf Created by Independent Third Party:Yes 13521.3 Stratford, Heritag�and Oak Dwg. IRC-6009-169-15-I,Thru 9'wide. Summit Models 6d0, 650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL13521 R2 II IRC-6009-169-15-I Drawinq 7-10 Approved for use outside HVHZ: Yes FL.pdf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +45.3/-51.2 Chart.qdf Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579 Created by Independent Third Party: Yes Evaluation Reports FL13521 R2 AE IRC-6009-169-15-I Evaluation Report 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 6Q0, 650 and 950 I http://www.floridabuilding.org/pr/pr app_dtl.aspx?pa�am�vGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013 Florida Building Code Online Page 3 of 3 � ' �Limits of Use Installation Instructions � Approved for use in HVHZ: No FL13521 R2 II IRC-6016-140-24-G Drawinq 7-10 Approved for use outside HVHZ: Yes FL.odf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +29.7/-33.8 Chart.pdf Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579 Created by Independent Third Party: Yes , Evaluation Reports , FL13521 R2 AE IRC-6016-140-24-G Evaluation Report � 7-10 sealed.odf � Created by IndependentThird Party: Yes 13521.5 Stratford, Heritage and Oak Dwg. IRC-6016-130-15-I,Thru 16'wide. Summit Models 600,I650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL13521 R2 II IRC-6016-130-15-I Drawin4 7-10 Approved for use outside HVHZ:Yes FL.pdf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +25.6/-29.1 Chart.pdf Other: Verified By: Thomas L. Shelmerdine FL PE #0048579 Created by Independent Third Party:Yes Evaluation Reports FL13521 R2 AE IRC-6016-130-15-I Evaluation Reoort 7-SO sealed.pdf Created by Independent Third Party:Yes 13521.6 Stratford, Heritage nd Oak Dwg. IRC-6009-130-15-I Summit Models 600j 650 and 950 Limits of Us Installation Instructions A for use in HVHZ; No FL13521 R2 II IRC-6009-130-15-I Drawinq 7-10 Approved for use outside HVHZ:Yes FL.qdf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +26.7/-31.6 Chart.pdf Other: Verified By: Thomas L Shelmerdine FL PE #0048579 Created by Independent Third Party: Yes Evaluation Reports FL13521 R2 AE IRC-6009-130-15-I Evaluation Reoort 7-10 sealed.pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 No h Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florlda Is an AA/EEO employer.Coovrtqht 007-2010 State of Florida.::Privacv Statement::Accessibilitv 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 thls entity.Instead,contact th office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(1),Flarida Statutes,eff ctive October 1,2012,Ifcensees licensed under Chapter 455,F.S.must provide the Department with an emall address If they have one.The emalls provl ed may be used for official communication with the licensee.However email addresses are public record.If you do not wlsh to supply a personal address,please provide the Department wlth an email address whfch can be made avaflable to the public. To determine If yo are a licensee under Chapter 455,F.S.,please clfck here. Product Approval Accepts: � � EChecY. � SCCUiIt'MIiTRICti '_ � , - http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p am=vvGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013 14Gh CENTER HINGE ATTACNED 73 GA COt41ERCINL 13 GA GALV,COMPIERCIAI � V�C4�1��• 3�4• 2� (1)P1/4�'xR3/4 NE%HEAD,SLREVS TqP ROLLER HRNCKET HE%HEND SCREVS ppJUST�HLE SLI➢E HRIICKET ATTACF�D ATTACHE➢V/(4)1/4•x V/(2J S/16'x 7/4'8aT ANO NUTS 3/�'HE%HEAD SCREVS � PER BRACKET 3'20GA STRUTS ATTACHED V/Q)1/4'%3/�' O P5 f.A SK1N M600 FM650) HE%F�AD SCREVS AT 4, 21 GA SK1N(M930) CENTER STILE - JUSTAHLE Rm.LER CMRIER R FClim V/(2)7/16'ft 3/4'BOLT 6 NUT PER '•'.e�r�.'�> HRACKET TYPICAL TOP FIXTURES q SEE PAGE 2 FoR oPTte.al .N.LS L GLAZE➢SELTIONS STRIIT ✓� n �� SPLJCE TRACKS AT 7HIS LOCA710N 5[E cTne�E 2)oN rncE 3 Fm+ �+o ST1LE uY0U7 TYPICAL CENTER HINGE / o � W/(4)1/4'-20 TRACK SPLJCE RECONMENDm SECiIIP7 C�FR'IGURA7ION � N.i,s G BOLTS&NU75,SECURE TO JAMB vnni(s�s/�s•oia x rs/e' 1 A LAG BOLTS . s HOTT@1 HRNLKET (SPLICD \ � 2'EOGA.STRUT - 13 GA TI9CK NTTACHED (7)5/16�DIA x 1-5/8� A7TAC1¢D V/ V/(3)1/4•%3/4• LAC BOLT ATTACIIED TG JAMB (2)1/4'X 3/4' Fff%NEA➢SLREYS HE7f HEAD SCREVS AT EA.JAMB BRACKET T �T EN➢ANO CEMER �) SiILES o e � QID�WNGE 3 �°� <Txaoucw tz ca cuv.s� � JAMB BRACKETS D T ACKHSPLICE BOLT/k•NUi 2']0 BpLL STEEL OR 10 BALL �.�mneS�ts � ^ Tl�UGH NYLON ROLLER V/5'STEM OR(2�RIVETS NNi C�lA�R1iY Y �� TYPICAL BOTTdM HRACKET/ � \ p KT S -* 3'x 20 GA.STRUTS � (1)PER SECTI@7 6 STIIE STIFFENERS tl> H LOCPTED IN HINGE HOLEfS1 �—— _�— A dY TOP SECTION ONLY A NmES FOR STRUT Y x 20 G0.STRUT SEE TABLE 4 ON PAGE 3 � A ATTACHMENT CIF STRUT /(�)pN HOTTOM SECTION SEE fTABLE 3)ON PAGE 3 �R S71LE PLACEMENTS EE fTABLE U PAGE 3 IS REOUIRm) FOR JAMB BRALKET SPACWG FBt STRIIT SPACING a .�y.�-.. r• OTfON BRACKET 9'-0'HA% �),��.a,�... ATfACNm INSIDE�LEVAIlQN VE1S PR�VIOE 70 s In. ;�O�n w&(a)V<'.3/a' N T SK CONFIGURAiION FOR 6'6'UP TO 14'TALL DOORS (62 spTFOR�P _ H HE1�SCREWS N.T.S. yEtt��UNOBSTRUCTm RIR FL�V EACH O O C0�17.SIEEL RtTAINER W/CONL BTY SEAL o O �y p�llpq pF RNypl6 OAiE BY p 11 Gq.EN➢WNGE A7TACHED � A ' �¢9AlE�TO FBC 1%0 11�19h2�p V/l2>7/4•x 3/1• TYPICAL STILE STIFFENER xex x�nn suacvs - ° S TION A-A D VI W) 3'20GA STRVfS N.T.S J F _($J. F F B AO�FD QAID7.NOIE 11I�Z� ATTALIffD V/f2) N.TS. ^ cn v,•�a�,•tflc MA%SIZE m e�netuutnpe�i -ry l�FD SCFEVS 14GA R�LLER LRRRIERS ATTRLXED 9�%14� �e \\ �, S�E�n,. D TO END ST[LE V/f2)V�'x 3/�' N�UJ ROVS OP THREE(3) ao 6 ,4/F � � HE%NEAD SCREVS PQ2 CARRIER VEHfS E�IIALS 15 50.INCHES INTERIOR OF GARAGE ,aj p e? OFVENTALA710N. D+Y6.7LS�F �� 4*�p��r'�?G�nlgtF�� / e :co�r..�++ ���, MA%.WIDiH 9'0° -31.8 PSF �LL •°�tid� PvD 00 � �'.'I��� '�"t�= 2'10 HALL STEEL OR 10 HALL �� W '9' o NYLON I30LLER V/5'STEH �� 7E$T LOADS 6° ^�p 1� *� TYPICAL END HINGE 3 L A R G E M I S S I L E � DESIGN LOADS� +40.1 PSF p� „,.�; (�/ �LL"•g�'¢ ".T.S IMPACT RESISTANT -47•4P� �- �� . 'T�;` °r :V +,2�.2 LB5/FT -742.2 LBS/FT SEE NOiE 2 �GE '�"e � .�'•e� P e�'Z'� � (1)S/ts'DiA x 1-S/s' 2 X 6 sta aq 5PF OPTI�NAL VENT DE7AI MI59LE �3 ,��e��;?t�' C?\0°ti3 " LAG 60L7.A7TqCHED 70 JANB (N0.2 OR BEilElt) 6 svecnunars.wo Hohs IMPACT E 2 jd03�S ��O�� „�? 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B a¢aao er e�s ah u�e/a� IRC-6009-130-15- KT.s 94l I OF J ' �i 33•GALV STEEL INTERIOR INPACT V7NDUV FRAlIE A33'GALV STEEL EXTERIB2 IMPACT VlND�V i'RANE V/S'8�,�oN�s WOOD JAMB ATTACHMENT TO STRUCTURE NOLDEDTEXTERIOR V1NDO�FRIIME p5 G0.STEEL DO�R SKIN 5/166%3RLAGLSCRE4S STARTiNGT6'FR@A ENDS HEN 24'TOC.tl 1/2'EMBEDMENT) 5/16'OVERALL A X 6 VERT7C I JAMH ATTACHMENT TO 2��0 PSI GON[RETE 1/B'CLEM RNNEPLED GLqSS HILTI KMIK B�LT 3/B'X 4'STARTING 6'FR�M ENAS THEN 24'O.C.C2 1/2'ENBEDMENT> 090'PvB IN7ERLAYFR HILTI SLEEVE ANCH�R 3/8'%2-3/4'STARTING 6'PROM ENDS THEN 24'D.G C1 1/4'EMBE➢MENT) 1/e'CLEM ANNEaLED GLlSS ITW/RAMSET REDHEAD CTRU-BOLT)3/8'X 4'S7ARTING 6'FROM ENDS THEN 24•O�C�(2 1/2'EMHEDMENT) MAWSACTURED HY GUARDIAN a X 6 V RTI AI �ANB ATTA HM M TO H� f1V C-90 BLO[K SIMPSON 1/4'X 3'TITEN SCREMS STARTING 6•FROM ENDS,LISE PAIRS OF FASTENERS C3'APART)AT 24'dG tl 1/2'EMBEDMENT) SUREH�FID SH-I90 HILTI 1/4'X 2-3/4'KVIK-CON II4 SCREVS STIIRTING 6'FRa+f EN➢S,USE PAIRS�P 3 2 STRUCTURAL ADHESIVE FASTENERS C3•APART)AT 24'O.C,CI 1/4'EMBE➢HENT) a Y 6 VERT7CAL �AMe ATTACHMENT T�CRf7LrtE0 C-90 BLf1GK(2000 PC2 GROIIn 2 3/16•%L2•SCREV-USm�i0 HILTl SLEEVE ANCH�R 3/8'%2-3/4'STPRTING 6•FROM EN➢S THEN 24•dG CI 1/4' FASTEN TXE STEEL EX7ERIDR i�aCT VINDOV FRAME TO QAHEDMEN'n f�R,USE PASTENERS FOR HOLLOW C-90 BLOCIO iHE STEEL INTERIOFt'IMPAC7 ViNDOV FRAXE� � A iv6�•%1/2•SCREV-USED TO fAS7EN DECOtiATIVE PLASTIC 1wL➢ED �LAGS AND BOLTS CAN BE COUNTERSUNK T�PROVIDE A FLUSH MOUNTING SURFALE. vtNDOY FRqxE TO 71¢/SSEMBLY �pREPARATION OF VOOD JAMBS ITY OTHERS SECTI�N B-H IMPACT WINDOW DETAIL � W��D CONCRETE HOLLOW BLDLK GRDUTED BLOCK N.T�S, STRUCTURE STRUCTURE STFUCTURE STRUCTURE 8 d ]/� 2'3/4'M1N 1-1/2'MIN 9" 19' 2X6 JAMH TYP� 3'MIN •2 •2 9 •2 J• • � 10-5/B' Z 1MPACT GLA2ING FASTENER DETAIL N.T�S� ISY OESQ�IWN Ci�11�`1S OAIE BY A UPOAIED TO FBC�010 11/E9/12 RIR B ADDED�,�IG Atl7E f7/N/12 IdR B B e+ax size "_ �piuuuuie�� �° DESICN'LAAD �� �ee�,Q,s�::.SHE(�,j�eos �i +26.7 PSF € ��"�'°°'\G�N$'° e� �o 3' 20GA. STRl1T L�CATED AT THE TOP o O;��. F�� / ♦ .' AND BOTTOM OF GLAZED.SECTI�N -37.6 PsF dLL�%�.�; �0 OD4 �l���i�" ATTACHED W/C2) 1/4' X 3/4' HEX HEAD Wd� I-7 * `e' SCREWS AT END AND CENTER STILES �sT�onos m*� � ( ? �p� � +40.1 PSF �c,�� � ����9y< �o�•'•y: ,I(/� T O P S E C T I O N -47.4 PSF �„ ���a r�.f.i E O� � � �cE �� �",,d �/p R lt?P:���`` yS3 MISSILE � .L��j'�. `(,?�i 5 IMPACT �3 �6oBO�IQ�A,-�`,�04 9a' � RESISTANT F��F� 'otoeacaneesa°�° I Q 5 � � a�'�" � . g � $ � � � I INTERMEDIATE SECTIDN $ 163 LARRIAGE COURT.VINSTRtSALEM,NL. 27�oe vw�nx2cmi GLAZING OPT]ON DETAIL MODII. �850 OAK SUMMIT SERIES 3000 & 2000 N,T.S� MODEL �800 STRATFORD SER]ES 5000 & 2000 MODEL �950 HERTTAGfi SERIES 1000 & 2000 ❑PTIONAL SH�RT PANEL GLAZED SECTI�N STRUT AND STILE LAYOUT y7g q�ryBY orsc o�h it�a/os o�nuwcw�m AVAllABLE TRAp(CONiIWRA7I0NS 8 a[�xm eY �s oert une/o9 IRC-6009-130-15—I N.LS g(F7 Q(F J . rr TABLE 1 TABLE 2 STRUT SPACING(BASED ON RECOMMENDED SEC110N DOOR SECTION HEIGHTS DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #�S #7 #8 HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21" 6'6" 51/2" 181/4" 361l4" 541/4" 671/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 7' 5 1/2" 18 1/4" 39 1/4" 60 1/4" 73 1/2" �3�0" 21" 21" 21" 18" 18" 18" 18" 21" T6" 51/2" 151/4" 331/4" 511/4" 691/4" 81" �z�g^ 2��� �g�� �8" 18" 18" 18" 18" 21" 8' 51/2" 181/4" 361/4" 541/4" 721/4" 851/2" �2���� 2�" 2�" 2�" 2��� 21° �8�� 2��� 8'6" 5 1/2" 18 1/4" 39 1/4° 60 1/4" 781/4" 91 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21" 9' 5 1/2" 15 1/4" 33 1/4° 51 1/4" 69 1/4" 87 1/4" 99�� 11'0" 21" 18" 18" 18" 18" 18" 21" 9'6" 5 1/2" 18 1!4" 36 1/4° 54 1/4" 72 1/4" 90 1/4" 1031/2" 10'6" 21" 21" 21" 21" 21" 21" 10' 51/2" 181/4" 39 1/4" 601/4" 781/4" 96 1/4" 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' 5 1!2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 121•1/2" 9'6" 21" 18" 18" 18" 18" 21" 11'6" 5 1!2" 18 1/4" 39 1/4" 60 1/4" 781/4" 96 1/4" 114 1/4° 1271/2" 9'0" 18" 18" 1 S" 18" 18" 18" ^ 12' S 1/2" 18 1!4" 39 1/4° 60 1/4° 81 1/4" 102 1/4" 120 1/4° 133 1!2" 8'6" 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" 18 1/4" 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" 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' S 1/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 123 1/4" 144 1/4" 157'I/2" 6'6" 21" 18" 18" 21"' •ADOITIONPL STRUTS MFY BE ND➢ED TO WOR VNEN 0.AZED FOR COUMERHALANCE PIIRPOSES TABLE 3 TABLE 4 -DOOR---iRA6K-A7TAGHMENT -SP-LICE Section Center Stile Location ��ign Loads HEIGHT A B C D E F G H S Panel Type (Measured irom Left ����- 6'6" 3.5" 21" 39" 57" 70" �d� Ed98� Positite Negitir� � ���� oA� � T 3.5" 21" 42" 63" 7g° �ft) (PSF) (PSF) A UPOAFD 70 iHC 2010 u/lsh2�t 7'6" 3.5" 18" 36" 54" 72" 82" 8'0 Short,Oak Summit 48.000 29.9 35.4 s wom aam+c xarz �sTm/is r�t 8' 3.5" 21" 39" 57" 75" 88" 8'�0 Long 48.000 29.9 35.4 unx s�ze q ��a�111ei�.�, Ce 8'2 Short,Oak S�urtmit 49.000 29.3 34.7 s'x ia• �d oae� � SHf( �A, � 8'6" 3,5" 21" 42" 63" 81" 94" S'2 Lon 49.000 29,3 34,7 DESIGN LOAD �g ,4e°�Q.�;••CE�jj''�9 og �Q 9' 3.5" 18"'36" 54" 72" 90" 100" 9 ±31.6 PSF �� ..�,°��•'��\ 5�•� �GA°�g2 9'6" 3.5" 21" 39" 57" 75" 93" 106" S'4 Short,Oak Summit 50.000. 28.7 34.0 Wg.,a.o: N� Opq *�� 10' 3.5" 21•' 42" 63" 81" 99" 112" 8'�4 Long 50.000 28.7 34.0 hsr�onos a`°^�r� �•_ 10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'6 Short,Oak S�rtnmit 51.000 28.1 33.3 ±ai a asF `3�'O' ^��' ra m,� .C,ThTE OF .WC„e 91' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'�6 Lang 51.000 28.1 33.3 • •�•, � �Woe A.� 11'6" 3.5" 21" 42" 63" 81" 99" 117" 130" 8'8 Short,Oak Summit 52.000 27.6 32.7 MissG� °� �'��`°••L O n 1�P�e�0° �3 IMPACT �� �6pSJ�'•••••••�T�o�o y� 12' 3.5° 21" 42" 63" 84" 105" 123" 136" 8'8 LAng 52.000 27.6 32.7 rs�sisraNT �"F� °poao7`¢���Q,op69sap0 �� 12'6" 3.5" 21" 39" 57" 75" 93" 111" 129" 142" 8'10 Short,Oak Summit 53.000 27.1 32.0 13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" 8'10 Long 53.000 27.1 32.0 ar]' 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" 9'0 Long 54.000 26.7 31.6 IG!CpRRL1GE COMT VINSiR1-SALEN.NC z��as vwuvwn.�m� MODEL �850 oax svmm�T ssx�s iaoo ac z000 ALL 7PACK ARACNMEN'f SPAqNG+/-2'ALI.OWED WTH SYP OR SPF N0.2 IXi BETfFX ONLY MODEL{�BOO STRATFORD SERIES IOOO & 2000 MODEL�950 HER[TAGE SERIES 1000 & 2000 � DAAYH BY piC D�IE 11/18/09 diAYNC 18A�AA B aan�er e� oerz upe/as IRC-6IX19-130-15-I + s�cr a o�a � � r.+