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Home My WebLink About16-17301 r ; CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 17301 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17301 Address: 39752 COGHILL LP 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: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0030-00000-1460 ' Improv. Cost: 18,000.00 OWNER INFORMATION Date Issued: 4/29/2016 Name: NHGFL115 LLC ', Total Fees: 187.50 Address: 6991 E CAMELBACK RD STE B310 I� Amount Paid: 187.50 SCOTTSDALE AZ 85251-2493 Date Paid: 4/29/2016 Phone: 618-791-3713 Work Desc: SUNROOM, SHED, PATIO COVER & CONCRETE 442 SQ FT CONTRACTOR S APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 187.50 � � �\v '" Ins ections Re uired F OTER 2ND ROUGH PLUMB MISC INSULATION CEILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspec#ion or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER — : o 813-780-0020 City of Zephyrhills Permit Application Fax-813-7$0-0021 Building Department Date Received .,,.-�_ .�. ._ _ __ __ phone Gontacf for Permittln f,3 �i� .�3��t " T1-R-1-I-Tf' Owner'sName t'�'C: -1GL !S� ''�-�(-C r"' C r� OwnerPhoneNumber ��- 29� '.37�J�' Owner's Address (.�7% ��"+'�N��`- � "`'S� g�3,D Owner Phone Number � _ � � $� r} � � Fee Simple Titleholder Name Owner Phone Number FeQ Simple Titleholder Address JOB ADDRESS �Sa �o� !�i!t C.u�s -�h i Il •...t_ 33 s`Ya- �oT� f la l� SUBDIVISlON �`l +�,� �Trt UR.+�S PARGEL 1D# �Y`•� G' � t- a�,�v -' ��✓�l� " �'fl(o � (OBTAIN�p FROM PROPERTY TAX NOTICE) WORK PROFOSED , NEW CON5TR ADD/ALT � SEGN Q Q DEMQLIS!-i e 1NSTALI. 8 REPAIR PI20POSED USE � SFR Q COMM �� Q7HER TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL Q DESCl�tPTtON 4F WORK jit!? �+ �'�� l'Q T! �t� C 13 h</�' Q(/�'a� �SC%S t BUILDIl+IG SlZE � � SG2 FOOTAGE 7�oZ � l HElGHT �,�� f�il'�!T'R'7T1—r'"r1TTlTATl�t's�AT1�1Tl�='1rIT1"rlT1'��1�1"rl�l'TiT1�lT1�1"�"[Ti"rT1"11TrTe�iT2"tTt" QBUILDING $ � p�b� �� VALUATIOII OF TO'fA�CONSTRUCTION b 'QELECTRICAL r6 � AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. L QPLUMBING � � � �� t�, ��t QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATIQN � � � .� QGAS Q ROOFING Q SPEC�ALTY � QTHER � C � ( � �� FINIBHED FLOOE2 ELEVATi0I+1S FI.00D ZONE AftEA QYES !VO �� 1 -hi-f--1-W-1-6-H-1-1-H-1-W-1-1--1-f-f-1- 1--1-1-�H-H-1-1--I-hl--1-I-H-f-Ma--1�-�-1-H-1-H-H-f-f--h1--1�--h BUILDER �� -COMPANY �//t cS �� t LC H� /Iyf [!� SIGNATURE �� 0��+�''l/�"IiJ �� REGISTERED Y/ N FEE CURREN Y/N Address Gl��.s�� `� Grk � �� a 3.5� �-- License# ��V(v t� t 7 1 � E4ECTR(CIAN � COMPANY SIGNATURE REGISTERED Y/ N FEE CURF2EN Y/N Address License# �^ � PL.UMBER � � COMPANY SIGNATURE � I REGISTERED Y/ N FEE CURREN Y/N Address License# �_ � MEGHANICAL � � GO1tttPAt�1Y SIGNATURE � � REGISTERED Y/ N FEE CURREN Y/N Address License# �� OTHER - � CQMPA4tY StGNATURE REGISTERED Y 1 N FEE CURREN Y I N Address License� �T �� IIIIIIIIMIII1111111111111 '111111I11M111111111MM1111111111M1111111111 FtESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit far new construction, � Niinimum ten{10}working days after submittaE date. Requ�red ansife,Gonstructton PIans,S#ormwafer Ptans wl Silt Fence insfalied, 3anitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERClAL Attach(3)complete sefs of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. �+linimum ten{'I O}working days after submiftai date. Required onsite,Gonstruction PIans,Sformwater PIans wl Silt Fence instalied, 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. *"**PROf'ERTY SURVEY required for aH NEW aonstruction. -1-i-1--1-M�I.a-W•1-1-1-L-i..f�l�i�-�-{-i-1-i-f-{-i•-1-1-1-4�f�L-1..1-A..I.•f-W�i-1--L-i-{..f..f-i-f-E..f-i-t-M..{-I--1-I••i-•1-1..1-a-i-J-fe.l..f�l-. Directions: , Fi1i out appilcation complefely. Owner&Contractor sign back of application,notarized ' , If over$2500,a NotiCe of Commencement is required. (AIC upgrades over$7500) °* Agen#(far the confractar}or Power of Atfomey(for fhe owner)would be someone with natarized letter from owner aufhorizing same OVER THE COUN7'ER PERMITTINC (Front af Application Only) Reroafs if shingtes Sewers Servics Upgrades A!G Fences{PlotiSurveylFoatage} Driveways-Not over Counter if on public roadways..needs ROW hIQTtCE�YF DEED RESTR1CTIdNS: The undersigned understands fhat fhis 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 restric#ions. UNLICENSED CONTRACTORS ANp CONTRACTOR RESPONSIBILITIES: If the owner has hired.a contractor or contractors to undertake work, they rr►ay be required to be licensed in accordance with state and local regulations. !f the contractor is not licensed as required by iaw, both the owner and cantractor may be cited for a misdemeanar vio(ation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intet�ded work,they are advised ta contact the Pasco Gounty BuiIding lnspectiQn Division—Licensing Section at 727-847- 80Q9. Furfhermare, if #he owner has hired a contractor or confractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. !f you, as the owner sign as the cantracfor, that may be an indication that he is nat prcrperly Iicertsed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTtLITtES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands thaf Transportafion (mpacf Fees and Recourse Recovery Fees may apply to the canstruction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and - 9Q-07, as amertded. The undersigned also understands;that stach fees, as may be due;wiii be identifted at fihe tirne af � permitting. It is further unders#ood ti�iat Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or fna! power release. It the project does not involve a certificate of occupancy or finai power reiease, the fees must be paid prior ta permit issuance. Furthermore, if Pasco Caunty Water/Sewer impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONS3RUCTION LIEN LAV1((Chapter 793,Fiorida Stafutes,as amended}: lf valuation of work is$2,500.00 ar more, S certify thafi I, the applicant, have been pravided with a copy of the "Flarida Construction Lien Law—Homeowner's Pratection Guide" prepared by the Florida Depar#ment of Agriculture and Consumer Affairs. lf the applicant is someone other than the"owner", 1 certify that 1 have obtained a copy of the above described document and promisa in gaod faith to deliver it ta the"awner"prior ta commencement. CO�I3RACT4R'814V1/NER'S AFFIDAVIT: I cer�ify that all the infarmation in this appiication is accurate and that al!work will be done in compliance with all applicable laws regulating construction, zoning and iand deveiopment. Application is • hereby made to obtain a permit to do work and installation as indicated. I cerEify that no work ar installation has commenced prior to issuance of a permEt and that a11 work will be performed to meet standards of ali Iaws regutating constructian, Cqunty and City codes, zoning regulations, and land develapment regulations in the jurisdiction. I also certify that S understand that the reguiations.af o#her gavernment agencies may apply to the intended wark, and that it is , my responsibility to iden#ify whaf actions I must take to be in compiiance. Such agencies include but are not limited to: - Department of Environmental Protecfion-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,INaterlUtlastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercaurses. - Army Corps of Engineers-Seawalls, Docks, tVavigable Waterways. - �Department of Health�&. Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treafiment, Sepfic Tanks. _ - US Environmental Protec#ion Agency-Asbestos abatement. - Federa!Avia#ion Authority-Runways. 1 understand#ha#the foilowing restrictions appiy fo the use af fil(: - Use of fill is not allowed in Flood�Zone"V"unless expressly permitted. - If the #iSl material is ta be used in Fiood Zone °A", it is understoad that a drainage plan addressing a "compensating volume" will be submitted at time of permitfing which is prepared by a professionai engineer licensed by the Sta#e of Florida. - If the fiil maferial is to be used in Flaod Zone "A" in cannection with a permifted buiiding using stem wali construction, I certify that fill will be used only to fill the area within the stem wall. - If fili materiat is to be used in any area, 1 certify that use of such f 11 will not adversely affect adjacent properties. If use of fill is found to adverseiy affect adjacent properfies, the awner may be cited for vio(ating the conditians of the building permit issued under the attached permit application, far lots less than one (1) acre which are eievated by fill, an engineered c3rainage plan is required. If I am the AGENT FOR THE OWNER, I pramise in good faith to inform the owner of the permitting conditions set forth in this af�davit prior to commencing construction. I understand that a separate permit may be required for electrica(wark, plumbing, signs, wells, poois, air condifioning, gas, or other instaliations nat specificaily included in the appiicafion. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or sefi aside any provisions af fhe technical codes, nor shall issuance of a permifi prevent the Building Official from fhereaf#er requiring a correction af errors in plans, constructian or violatians of any codes. Every permit issued shall became invalid unlsss the work autharized by such permit is cammenced within six manths of permit issuance, or if wark 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 nat to exceed ninety (90) days and will demonstrate justifable cause for the extension. [f woric ceases for ninety{90}consecutive days,the job is cons€dered abandoned. WARNlNG TO QWNER: YOUR FAILURE TO RECORD A NOTlGE OF GOMMENCEMENT MAY RESULT !N YOUR PAYtNG TWICE FOR IMPROVEMENTS TfJ YOUR PRt3PERTY. IF YOU tNTEND?O'OBTAIN FINANC[NG,CONSULT WITH YOUR LENbER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF GOMMENCEMENT. FLC}R]DA JUF2AT(F.S.917. 3} i��!s�-�-m OWNER Of2 AGENT �� 1 CONTRACTOR_�� Subscribed and swom t (or a�rmed}. efore me this Subscribed and sworn to{�r a irmed}be ore me fhis i1-1 q-i to by KCk.`�'flu �1 I rYt S �-!9-t to by F��'� ('M �+'�'�5 Who is/are personally known to e ar has/have produced Who is/are personally known to me or hasJhave produced as Identificatlon. � as Identification. V � Notary Pnblic � YP`° NAeNCY J BROOKS Commission No. }0 4�;_ Commission No. ""YP'�• „•„ ., "' MY GOMMISSI�N#FF493699 .� ,, : � - �_ '•.�;' ......_P•�a� _' .''� MY I Name of Notary 'p" t"'�{'r:sta�tle�-��JF ' 1� Name of Notary typ ; �'st R��1��"5��ar:�loadallotatyService.com .,,oFfl.�.•� ��ES February 18.2018 ��P'ri't#�(-�(�LS,t�'e 33��2 tdo�)ase-o153 FtoridallotaryService.com t��?1�i�4"e F�iC��.�'>3SI�'t3P�L'f F��iL,'�4��d��:�+IGI�fic:ve�IP.4G S�FiViCE li�C !J2�ODC23a"0 l 6 F �iv5;_ ___ - � . ` -'"> t -- _�T�^VT;� , ` ��' _ �'�`� � � �� Page No. of Pages �:��:� ��. y 4 � �i1�rv�'uS- � G�ot �A�`,�� `�" � SUN STATEV�ILUMI(�UM, INC.� �'� �S � • ' =`£::`�::h.;.,..,,., .. _.. .. F .�:�:,. 6154 Fort King Rd. °.� -�`— ZEPHYRHILLS, F�33542 ' s �l 1 � �� ' (813} 788-7308 ' i SUB TO (� � � � � � ' ---`l� i -�"l 1� STREET �^ , ` \\ JOE NAME �� CfTY,STA and P COD JOB LOCATION � �� •- �� DATE OF PLANS JOB PHONE by submft speciftcations and estimates for. � � - _._._._.:_._._. �.�..._.__1_�x�`�b��--�-- .._.._._.1�_x_..__�...__.-��._��_. �o� - ... .._ .. _._._... _ .. _.__.___._....._..__...._._..__...._.___. ... ._. ...._._._.._._.._ .._..._...1.._�-.�_-_X...�._��cc�a._.. __ _...__._�._.._.... .___.�_.._._._....._...._. ._.__.._.��--_-.-. ._.___..-.---.___�__._.__�z._._..�.__.�_._..__._---. ._... , . ._.._...._..... . ...... .. ...... �_...._..._. _._ ..�:_. .r�._..._.........L��._ .__... _. .. . �_..._..�._..�_ ._. ._. _. ��. . --.._._.._. ..._....._..._._.__.._._..._...._.._. ._ � _....___.. _ .. ...._. ._.�._��.___�_..._..__.______.....-.. .._ _._.��a�,. ......._._._._._._._..._.._.a_��s_..._......_....._._.__ ` �� -1�1�� a�.�. �� _.._.__._._.---_._____._ ....__. _.___.__._._._. ._.__._.____.�.._.._._._ _.__._._�._..---.___._...._..__....._._.._..__._._._.._._.�_.__.._._...__._._�_.__._.__...__._ , �--�-. __._...__.........____..._._..---_.....__. . ...... .��........... ..�,..�--_....... ._.... .... .. .. ..:� �4�,.�?C'._....._._._._._____._......._.. .'_..._.�.�. ._l�_....�............ .___.............._.__. ..._.....__. . .____._._.._._..____.____.__.._.._..____.__._____.._....._...._._._._.---._._....._.._....._----.-.-_--_......._.._.._.____..__...._..._.. ._.._..---...__.._. ._.___._.__.__-- . ..__ . .. _ ._...._..____. .-.-.-- ..____._._. ._._.._. .__...__.--.----_____._..-_---..___.___.._.._---.-.---------.---.._..__._._.____--_--._....._._._.. _._�.. ........ ....__._._...__.._.. .._._.__.-.---_-t-�D�_.._._._._.�_._____ � , ............... ��_......��o.._........__._._ _. ._..._._..__. _...._._.__._..._... ._...._.._.._._.__..........._..__._.... .._.__..___._._.._.._._.._._._._.._---.- .---_. _ __...._o�._�..��:.__.�n_�_.��_�_.___=�=�-�--------._. .. . _.._ ._.._._�......._�..._.�.---4��.___...�...`�_.._____ .__._._..._.____________�� _.._..__��__...._ ._______._..__.___..___._.__.________..__..______.-----.--______.-----.---._._._.___...__.__.__ . ..__....... ..._ .._.�:►..�......__._. _.. .. . .. .. ._. _.___._. _.__�.__..... ._._. ...._�t ._..�-...�_.�._._-----��._._.._......._.�._.__.___.__.___.........._._.....:__.__..__._._ _.�.-��...__�.�...�_c .�_�._:�_.-�"�__._�.S_..`T�.�t�:��?��._._._.._r_� �C�_..�'��--�.__...----�--_._....._.._.._ C ittr�[t here t furnish a ri and labor—com lete ' ce with above i c ions, for�um of: Paymern be ade as follows: dotlars($ � —�� ). , All unpaid balances subject to 1.5%monthly interest fee. au ma�er�ai�yuaranteea ro ne as s�edr�d.ai wo�c co ee�om��ea�n a wo�„a�rka ' manner aocording to stendard pracUces,q�y alteration or devia8on from above specificatlons thor¢ inwhrmg extra cosLa vn'�be execuled onN upon W�nen orders.arul wiil become an ex6a v Si e charge rnrer and anove u,e estimate_an ayreements contagent upon rnikes, a«adeots or delays beyand our control.Owner to carry fire,tomado and other��essary insurance. Note:Thls proposal maY be dur worlcers are tu9y covered by Worfm�an�s Compensation Insurance. withdrawn by us'rf not eccepted wtthin dgyg, �1CC�t�YCCe Df �OttLL�ZI�—T�e above prices,specifications � and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specfied. Payment wli be made as outlined above. - _ , ., „ � n �'ct�� / � -z Y-��- ��- ooso -ooc�� - ,y� o L�" i� �_ /�'Iaj �s��`-� �a,�'.s � 97 s � C°os l�%!� Luo�o - Z�T /ls� 33 �y a... ��c - �=�-i� r - �« / ,yp�,s� ��, , � yo � l �' � � a�,�s�cP ��'��o C o �e�r - . �3' � /�r�OoS.��O (�- S di Pc( �x r S'�'i t�S - G�a�l� �3� '� �od�� - (��vs.o� , �u n rvow� j, � C� Ly�THALL - � � '�.s a - AY� �G CO E��ABUILDING � pg� AIL ELECTRIC CODE A�D CO E,NATION S��pNCES CI OF ZEP . � �J�O�OSP� P��'° %�� 6� ��'�'c��— i 3 _ �2 ' �1'6�� '��b��f R�II.�.� � �xJs�� LR � ��A9hd�� - �Yiv��.-` � . � a� � y° � � - � D5 /�-�`// �o�� - z �__, _ _..�_,_.___. � I Florida Building Code Online Page 1 of 2 �� _. < � •;i;^'X�:;m:,�`a�'•.'.~.~'".;T$',�.,'^-'f'.`i{;F;?�a'f,.��",a.y�s�v�;,'�t��'`�,�.',�Y_"4 x - ':,{"�'_`z'' ::�r�•- � �-n.``;5:�'-�--��J�'�oa r;�f.`:. ' ; ' 'rx-7'-`n,iS�:L'�.'"�+rtix:�'E''.�*.'.,5°�`-f::c`-�.-'�'�Ye"',,,,'.�:�"_`o'�.+Y,:✓"',4<`E".'.V="=i�:xa.-:Y,�.�1,�°4`.��'i t�a�-v:; '.,;�,;;:. 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'.�'"a ' _ F F� - ,�.��"��y�r,�`�'��''��,S.i�;Y�;�.�...C.cC>�,5;:vx-� F� — - x;.:s:�:. z'� � r`�:tF� i'^''�„}�,'f.,�.�'„��:;<<==�.' it. .5;-.:...;f i�te�rt' �"� ph.t..-�'.. >-:��¢wa x�"� :f-:+: � .sv:.� -x-;rR'.�:: z�>*.�f�:•_�'._ a,�'K_a'.��i�%°,":�;.-sa>s•�'3'�=:t}=�''��"''`c�'i<-1i:"�._'�'�.-'�''5�..�'✓.',x:m2ai,:�� f�C�UC�p3�~tT'�,1C^�;1 BCIS Home ; Log In i User Regis[ration ; Hot Topics : Submit Surcharge ; 5[ats&Fac[s : Publica[ions f FBC S[aff ; �BCIS Si[e Map j Lfnks � .Search B.usines�(��,,� �- � Professibnal =.�;;{�J USER:PutuApproval Regulation � Prodoc:Aooroval tAeru:�rodact cr Acotica:ion Search%Aoolication List%:.pplica[ion De[ail � �-'^"aT�'-'-c.*a,'�c.�c..�:� s;v: ��x""�.��=`''�'`''"'� FL# FL331-RL1 � ' 3-�x�";�„:��3x ��'�.r.,,s, APPlication Type ' Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and retified � by the POC and/or the Commission if necessary. Comments Archived � - Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive : Nokomis,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com - Authorized Signature Jens Rosowski j rosows ki @ pg ti n d ustri es.co m Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 - jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email ' Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing CertiFcation Agency Keystone Certifications,Inc. Validated By ' Steven M. Urich,PE • � Validation Checklist-Hardcopy Received , Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards • Certified By Product Approval Method • Method 1 Option A https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtsZzB6Yv%2bq... 7/3/2015 Florida Building Code Online Page 2 of 2 , k Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summa of Product FL# Model,Number or Nam Description 1.1 CD-290 Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use in HVH2:No FL331 R11 C CAC FD-290 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/21/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions f design FL331 R11 II FD-290.�df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R11 AE FD-290 Evaluation.odF Created by Independent Third Party: No 331.2 FD-455 Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL331 R11 C CAC Certification FD-455.odF Approved,for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No OS/21/2017 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions For design FL331 Ril II FD-455.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P E.58705 Created by Independent Third Party: No Evaluation Reports ' FL331 R11 AE FD-455 Evaluation.odf Created by Independent Third Party: No 331.3 FD-S55 Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL331 R11 C CAC Certification FD-555 II.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/21/2017 • Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL331 Rii II FD-SSS.odf pressure,size and anchorege information. Verified By: A. Lynn Miller, P.E.58705 Created by IndependentThird Party: No i Evaluation Reports FL331 R11 AE FD-555 Evaluation.odf Created by Independent Third Party: No Back Next Contad Ue 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1624 The S[ate of Florida is an Aq/EEO einployer�oovriaht 2007-2013 State nf Florida.::privacv Statement::Ac�esslbiliN Statemen[ :Refund Statement Under Florida law,email addresses are public records.If you do not wan[your e-mail address released ln response[o a public-records reques[,do no[send i electronic mail[o[his entity Instead,contac[the o�ce by phone or by tradl[lonal mail.If you have any ques[ions,please contact 850.487.1395.'Pursuant to' Section 455.275(1),Florida S[atu[es,effective October 1,2012,Ilcensees licensed under Chap[er 455,F.S.mus[provlde the Departmen[wlth an email address if they have one.The ematls provided may be used for officlal communlcatton with the Ilcensee.However email addresses are publlc record.If you do no[wish[o supply a personal address,please provide the Department with an emall addmss which can be made available[o[he public.To determine if you are a licensee under Chapter 455,F.S.,please clitk here Produd Approval Accepts: , � � � �� securitFs��-nt�c.; ' h1-tnc•//unuw flnrirlahnilrlina nra/nr/nr anr� r�tl acnx�naram=�zrC'TFVX(l�utTlntc7�R(,Vv%71�n 7/'�/7(I1 S r� , � � GENERAL NO1E5: ANCHOR LOCATIONS 8 SPACING � 1j THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ��,^�-�37-3/8"OVERALL MAX. 73-3/8�OVERALL MAX.- COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN ��----�{�36'BUCK MAX.(Z-BAR� ��72"BUCK MAX.(Z-BAR��— � PRESSURES LIS7ED. II II I I � 13-1/16" ' 13-9/16' ' - � 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12'THICK.IX M� • M,tV(. , WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO T $0-11/16" � SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR �- SH OR PW T �- SH OR PW SH OR PW j OVERALL 80-11/16' GREATER.A7TACHMENT METHOD OF WOOD BUCKS SHALL BE DONE Z�_��2„ INSERT pp•Mqx, M� 2�_��z• INSERT INSERT OVERALL � BY OTHERS. M� � M,q)(. MAX. 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ' / O SEE 80"BUCK O 80"BUCK i ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). �— // NOTE M� � � MAX } 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT Q A (Z-BAR) � 65� � (Z-BAR) j FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF � j TRANSFERRING APPLIED LOADS. 2�,MAX � I � 5)ANCHORS SHALL BE COATED OR GORROSION RESISTANTAS � � _� � � I APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS 12-5/B' �� 2-5�8" ! SHnLL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. Mp,�(, MAX. _ ' ALUMINUM SHALL BE PROTECTED FROM DISSIMILAF2 MHTERIALS AS '-[—�'M�� 15��g• ��:� � �M�� MS/�16' SPECIFIED IN THE FLORIDA BUILDING CODE. J � � MAX. 6)ADHESIVE SEAL{�NT SHALL BE USED BETWEEN SUBSTRATE AND 6'=6'HI SINGLE(X) 6'-8'HI DOUBLE(XX) � FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. �MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN ----�-#-37-3/8"OVERALL MAX. �73-3l8"OVERALL MAX.—^I� PINE,2.7 K51 CONCRETE AND CONCRETE MASONRY UNITS ' i ��36'BUCK MAX.(Z-BAR) I IF+-72"BUCK MAX.(Z-BAR)�yl COMPLYING WITH ASTM C-B0.GLAZING COMPLIES WITH ASTM E1300. � II �I �� 13-1/16' � 13-1/16' 8)THE 7!3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: M,q)(, MqX. ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR 96-11/16' SH OR PW � SH OR PW SH OR PW WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE OVERALL 96-11/16' � REQUIRED � INSERT 23-314'MAX. MqX. INSERT INSERT OVERALL J B)IF THE F�WCT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE I M� � TABLES,ALWAYS ROUND UP TO THE NEM LARGER VALUE. CENTERLINE OF 1 l . ' i THE HANDLE 1-J-� 96'BUCK , , AND/oR � 12-1/4" � M� DEADBOLT. z3-5/8" M�• 23-5/8" (Z-BAR) � 7ABLE 7: M�(, O SEE MAX. � o � MrhorType Subslrate Min.Edga Min. � _ // NOTE 96"BUCK �_ / / Dist. Embedment p A M� �� wood(Sa,tnem alne) 9lts• �-3/S � (Z-BAR) ! iti2 Sleel SMS Steel Stud Gr 33 3l8' .045(t B GA) 21�MAX. I � � Aluminurtr60fi3T5 318' 1!8' � S� � � , _ �� Steel,A38 3IB' 1I8' 12-5/8' �j I 12-5/8" , � 1/4"Mesonry Conctele 1" t-3l8" MAX. � � � � MAX. a,cnor Haiav cMu 2-vr �.va• � 'I 3-15/16" 14-7/8' -I � , +{14-7/B" -� �- 6" _� ��15/16" NOTE:FOR ALL AIETAL SUOSTMTES,6CREW EMOEOMENT 6MALL BE MIN.7 TMfYE/�OS I MAX.� M�• MAX.� 'l �MAX. MAX. BEVOND INSIDE FACE OF AVITERNL 8'-0'HI SINGLE(X; ,�, 8'-0'HI DOUBLE XX TAB�E2: �t', .i. � . AsTestea Configuretlonc .;:'•.��.•1 .;�• p""�� °" �� "OA��p°�� : ��'.' :f:.c^ J.ROSOWSKI 09rS0/'Ii ALUMINUM6063-T6 ��,�,o��.� Mex.Nom. Swing DP Certl(Icatlon .,��' ,�wAnamrc�tr.i.orrurxavcKrxs ' Size in Con6guralion p�rectlon Freme Type Sfll Type PSF Glazs _ �� oxuaxrwrse�senoarm�w.crox i C) ( ) Number '� � �•.� ixrwanmwrncm�mmer i „J.�P.(V re»aswo��cT/uarro[a 36z80 Slnple(K1 Oul-swing Z-6adBox High @umper). t1-50 ].9a789,791 ' :�� ' ::� � 3fix9fi SI le Out•swin Zbe79ox Metllum bum r al-35 - �� ' m � , �9 09 8 f Pa) 19a792, Min.1/e^ _ CL' a �S L•:' � 72rz98 Douda()OQ Oul-swtng 2bad0oz Medium(bumper) r!-35 Temp., � �1.p^ . .r' ?a7o7ECHNOLOOY�RNE � MOfla.Of L G. � i'�^ ` t� �r' N O K O M I S,F L 3 4 2 7 5 � � aexee s�rx��epp Oul/ln-ewing z-oa�/eoX Lav(saadle) */-35• �3� . `��,?�:�;:_,=;'\ FLCERT OFAUTH. 29296 CABANA DOOR INSTALLATION t 77x� Douda()OQ OWIn-swing Z-baABox Law(satldie)� +l-35• `%��_ •• • �i - 'llmitad Weter(VJaler InfilUallon Tested at O ps�. ;'��<<,'i(�h;^�1,.,•'' A.Lynn Miller,P.E. �o-Z90 NTS �t of 3 �n� 7093071JR � ` ;��i� P.E.#58705 i I I INSTALLA7ION WITH BOX FR,4ME i � EDGE DISTANCE� OPTIONAL OPTIONAI, � EDGE � SU T E SUBSTF2A7E OUT-SWING SIN6LE HUNG � DISTANCE SHOWN INSERT � SHOWN ' _ SU T E � EMBEDMENT EMBEDMENT� � � � i I �_ WOOD SHIM SHIM -- INSTALLATION NOTES: OPTIONAL OPTIONAL 1)SEE SHEET 1 FOR SPACING , OUT-SWING IN-SWING RE�UIREMEMS. � � BOX FRAM ,E SHOWN SHOWN 2)SEE TABLE i FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION � AND SUBSTRATE REQUIREMENTS. fZ (DIRECTLY TO SUBSTRATE) V 3)MAX.SHIM THICKNESS TO BE�/4' � a 4)FOR HARDWARE DETAILS,SEE i SUBSTRATE EXTERIOR EXTERIOR SHEET3. SHIM O i � I i I O i I f OPTIONAL --1 OPTIONAL ; � FIXED LIGHT � FD(ED LIGHT � ' � INSERT INSERT s I r 1 OPTIONAL SHOWN SHOWN �x OPiIONAL �qpqg INSTALLATION FIXED LIGHT • EXTERIOR BOX FRAME, BOX FRAME, OPTIONAL n WOOD IN-SWING (USING 1X WOODBUCK) INSERT I HEAD INSTALLATION. HEAD INSTALLATION SINGLE HUNG v SHOWN SHOWN (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT SHOWN ! i ooao oa�� OPTIONAL OPTIONAL °ooa , FIXED LIGHT KICKPLATE ;o°oo°p00000 INSERT INSERT �O4 >o°0000°oo`oo°oo°oo°o� OPTIONAL .�,��+!i,� SHOWN SHOWN ADJUSTABLE �� . ' BUG SWEEP '��;`• �.'�i'� ; . (SADDLE _ � ;-:•':'' -'p, THRESHOLD ` �. ' ONLI� . ,, �_'.:� .,': I a a a _ - , ,`�—, _ ; J ,.; - , EXTERIOR EXTERIOR EXTERIOR �" ' • "((�r( o��s • ��j . ' ') i _.� ,..�._n�� `!GTnr ' / • ' • i `.'i�')\';','!��- OPTIONAL OPTIONAL OPTIONAL 2' , , SADDLE 1-7/7G BUMPER a..�e�: n,r; ua,,,t �„��,�a��,� y THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09/30l�1 ALUMINUM 6063T6 ��'s"�� SHOWN THRESHOLD SHOWN ' SHOWN er cm w.w,a� .vmvr�r,ver.norozrc.wcwrrm N0.�Bl7 W YBE Uf�pR RFPRPf.�D N AYI'lCVLIMfnClUIT/EF?PRF9lf➢1MVI1S4 iFi9[Stifti/4'Tltxb7lUE2 � SIJ�S T SUB RA SU ST T 0 �� / � / / � / 1070TECHNOLOGYDRIVE NOKOMIS,FL 34275 n" FICERT OFAUTH. 29298 CABANA DOOR INSTALLATION BOX/Z-BAR FRAME y,�y� � � SILL INSTALLATIONS A.Lynn Miller,P.E °'"�^"' '+^' P.E.#58705 CD-290 NTS 2 of 3 1093011JR r i Y !, INSTALLATION WITH Z-BAR FRAME " EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) , DISTANCE� Part# DeseripGon ( EDGE �cosa �t sw«p�u —'�'j SU 6FLAlTA Slriker8xkirpPlate DISTANCE� � 7Cp5PDB Dea�oM SNke Plate SU T E EMBEDMENT SUBSTRATE SHIM OPTIONAL _ _ �8516� FeJ2:,375 PA.FI.S.S. OPTIONAL 4UBLDK �.ocksuownAssy. OUT-SWING SINGLEHUNG EMBEDMENT � O 763aFW tiG:.750 PA.Fi.5M5 INSERT � WOOD ��P �'smkeaime(an,Ksiae) - SHOWN SHOWN bFlA7M S[RCer BaeWnp Plete(Ac[ne Sleb) SHIM SHIM 7CDSpDB peedyq�Strike Plele(Acfi�e&Wb) OPTIONAL OPTIONAL �esis� lg32 x.375 PA.FL 5.5.(AeG�e SIaD) � OUT-SWING '---�-^ INSWING scOft�NW wmFoeminsert-77fe' i � SHOWN SHOWN ' ro� �°°d°°rtM^°��A°�,�� i ; 7KtJOBQ KnobSetpimeti�u) � 7CAKL01(B DeaCDdtMroE-PoisliedB2ssQlclhe) i ' j �oeuce oa,d��w�c 4 a ba�,�W �� . � 4170{ Finge Pin Cep EXTERIOR Ex�pR t77os Hlqa Pin 9iaNng EXTERIOR O Z-BAR FRAM1 I 7700(OM Hnge Pln � JAMB INSTALLATION �vras r�naaw�c (DIRECTLYTOSUBSTRATE) ` 7834FP7W Dg x.750 PA.FI.lEK SMS � SUBSTRATE �x WOOD OPTIONAL L— SHIM OPTIONAL FIXED LIGHT FIXED LIGHT � O O INSERT INSERT ' SHOWN SHOWN Z-BAR FFtAM1 Z-BAR FRAME. OPTIONAL I j HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG i' } (DIRECTLY TO SUBSTRATE) (USING 1X WOO�BUCIQ INSERT SHOWN 0 0 0 0 0 0 o EX'fERIOR Z-9AR FRAME, OPTIONAL OPTIONAL OPTIONAL °°o°o°o° �o°oo°0000°oo°000000o n OPTIONAL ,IAMB'INSTALLATION FIXED LIGHT FIXED LIGHT L KICKPIATE °O°o°°oo°°000° ;�o IN-SWING INSERT INSERT L INSERT � �°o°o° �°o U (USING 1X WOODBUCK) SHOWN � SHOWN o°000000eo >�°,�°o 00o SHOWN SHOWN �.��::� i ' '� �'p�- I ' , , • �` � ' . i INSTALLATION NOTES: ` '' I a � �� _ ::.�:•s�'�= . EXTERIOR EXTERIOR EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. - /' ' ,� � 2)SEETABLE'I PORANCHORAGEANDSUBSTRATEREQUIREMENTS. ,j(� u �O``� •-!+_' ' � :�.AiiSC,F ,:.,. .��. OPTIONAL 3)MAX.SHIM THICKNESS TO BE t/4' ''<i%�`�'�'`� .�•�� OPTIONAL OPTIONAl.2' ,`:,�`�,��, .. `;�'; i i��.. SADDLE 1-7/1G BUMPER �� ,��A�� ' _ THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09/30/11 ALUMINUM 6063T6 �16��TMO`�r SHOWN "THRESHOLD SHOWN �'�� _rJ SHOWN °"c '°'nc'c m�a..�wr��oe��N ' nvrr�unnM.vrt�r�o-nEmm�nrrrer ! irnaato+o�n:rin.aa�ct n. S 857 T SUB R�E S ST T � � �� i � / / � 1WOTECHNOLOGYDFiNE I NOKOMIS,FL 34275 T°'� � � . F�ceRT.oFaurr+.:zesse CABANA DOOR INSTALLATION f .80XlZ-BAR FRAME. , A.LYnn Miller,P.E. 8i'""''�i°'� �' °"O� R.�w�r.. n,. � SILL INSTALLATIONS p,E.#58705 C0.290 NTS 3 of 3 1093011JR i '�� Florida Building Code Online � Page 1 of 3 � _ � y�.�'�;�",,."".�,"- F-:-��-- ;� �:,�,�;� _..;�„� ,�.: ,:• _-.�:� - > -�- _ I �. ,��si: a;�::..,-.:�<;��"��, .. c� ,.; . ,-�:�-- �. r.:,;?`�`�; ?S,� ;�3::-u';J�:�_��„�.;^.`£�ix�.r��s.�i��`.'.3=;,�;r�,e,�a�'s�`'��=t;f4?='^�x-wzr�x;•v 'T4`i`'f•°`�"�.'-�-.� _a'.,�s;.i^hi'. :Y<. f.�;:� s.^tip '�. 4,t� -"-�':;� ��-b'":� `� ' '��.�,�, �.,..�;�" '` ` a�•,� �:-.r � i� �-.r. '�` �->' 'S�,,i: � -r' ^�;,.- �:g ' �_,� Ut _a;r..,."�'-.t:� `"''.`rT"""'W fs-"e.r-':if�-, .�:a`+';g.n:.v-�-�:":�' K�==_s"F,'-u,;Fa�iv�F'``��fi;:�� - a:a,z-: .'�:�=?'t�- �`� �',. -�AwtT�Jw��v,v+'e'y7%3HI4'r�+T4J>t7,�T`::�ys.. �:1�:7`¢• �ti'.zTr �•�.,, trazb�"i,:..i&`��. �T�' - . , q 'y''.s�� F,-G�.','�"-h" z ..�.;x- v^?.cr-u f..:�:�+�:f�;e;;�,'�:A '�^'�:_�"r�.= .�'�. ..�;... ._�:,'z;��i k<:i,: + �:,,,..�� ;< � .y2;`�* ro*' '� ;�=�" :�y;>' � �.h`°'�.",s�.e,:n �� rq '� � i,�"` �f:c-3.��;c�=�_=�N_.. fj.�: �'e;r.f�`;�i�-��.,.,��. � ?�?�-'^�4��^.+:c��M��2x��'v'�f' �3" :�:i;�-�:�^`�'�"'l� . �s4+o,"^ ,w... ,�,._ .�i✓,a a.. i��-y�{+.` �5�' C'i5t_*.�:�.F�i2. -3�a:.-<. . ��;.,�.y�{��r �1�/^.r'�%' '�� ;,.... :=t'+ ti *!'' �:.-.�z'-. iN ' � �t i.2,%,� .�� 1+: w:-�'`4�' 'h'_ �,3,��' R _i.-'":�4.:1��..e _ .,. ._-•''i]Giis�tFS ��'��1�'nwid:c'isF_.'".a.:i�6b:".fte:�i� .+�Sy� � �� .�� i��+r�v�n;�r.��^t� BQS Home £ Log in i User Reglstration ; Hot Topics ; Submi[Surcharge ; StaLs&Fac[s : Publications': FBC Staff : BCIS Site Map ; Links ;4•Search r rV'�' Busines ��, --- � Professi��U I '�`�!USER:pubrApproval . Regulation �'� Produd Aooroval Meou>P:oduct or Aooli[ation Search>Aaolication List>Applfcallon Detatl �.� 'aa "�^`ri..i�,1, ,�"',�� ,;�Y,.��,.;� FL# FL1435-R16 - '.:t�_«-, r�- Application Type Revision Code Version 2014 Application Status Approved � *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments i Archived [�,' / • Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 � , (941)486-OS00 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@ pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email , 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 , jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing CertiFication Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE ` C�F.t Validation Checklist-Hardcopy Received - Referenced Standard'and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS�/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 , AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E33D 2002 Equivalence of Product Standards II Certified By � i https://www.floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXQwtDqsbCLJITKe120D... 7/3/2015� , f� Fiorida Buiiding Cocle Online P�ge 2 of� Praduct Approval Methad Method 1 Option A oate Submitted Q6JS1J2d15 Date Validated 06/16/2015 Date Pending FBC Approva! Date Approved 06J25J201S , Summar of Products � FL# Model,Number or F1ame pescriptian i i435.2 SFt-200 Aluminum Single Hung Window(Std. Meeting Rail,inc. Pas5- � Thru) , Limits of Use CertificaEion Agency Certificate ' Approved for use in HVHZ:No FL1435 RIb C CAC Certification SH2b0,ndf Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date Impact Resistant;No q5/28f2Q16 , Design Pressure:NJA Xnstatlafiion Znstructians ' Other; Please see the InstallaCion Instructions for design FL1435 R16 II SH-200.pdf pressure,size and anchorage inPormation.The Pass-Thru Verified By• A. Lynn Miller, PE 58705 ` version was nat tested far water tnfittraCion. Created by Independent Third Party� No Bvaluation Reparts , F�1435 R16 AE 5H-200 Fvaluation.odf Created by Independent Third Party: No 1435.2 SH-2Q0 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits af Use rtification Agency Certificate Appraved for use in HVHZ: No FL 435 R16 C CAC Certification 200HD,ndf Approved for use outside HVHZ:Yes Qu lity Assurance Contract Expiration Date Impact Resistant:No d2J &J2017 Design Pressure:NJA Ins altatian Instructions Other: Please see the Tnstallatian Inskructions For design F 435 R16 II SH-200HD df ' pressure,size and anchorage information. erified By: A. Lynn Mi11er,P.E.58705 Created by Independent Third Party; No Evaluation Reports FL.1435 R16 AE SH-200hID Evaluation.otlf Created by Zndependent Third Party: No � 1435.3 SH-400 Vinyl Single Hung Window Limits af Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications,pdf IIApproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Zmpact Resistant:Na OlJ21J2Q17 Design Pressure:N/A Installation Instructions Other: Please see the Installatian Instructions Par design FL1435 R16 II SH-400.pdf pressure,size and anchorage inFormation. Verified By:A. Lynn Miller,PE 58?OS Created by Independent7hird Party: No Evaluation Reports FL1435 R16 AE SH-40Q Gvaluakian.odf Created by Independent Third Party: No 1435.4 SH-50Q WinGuard Vinyl Single liung Window � Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-500 CerCiflcation R14.�df ' ' Approved for ase outside HVHZ:Yes QuaEity Assurance Gontract Expiration Date . Impact ResisCant:Yes 08J27/20i6 pesign Pressure:N/A Installatian Instructions Other:Please see the Installation Instructions far design PL1435 R16 II SH-SDO.pdf I pressure,size and anchorage information. Verified By:A. Lynn Miller,PE 58�05 Created by Independent 7hird Party: No ` Evaluation Reports F�1435 R16 AE SH-500 Evaluatian.pdf Created by Independent Third Party: No I 1435.5 SFi-840 WinGuard MultisEory Aluminum Single Hung Wintiow I _ Limits of Usa Certificatian Agency Certi�cate Approved for use in HVHZ:Np FL1435 R16 C CAC SH-$00 Certification.pdF Approued for use outside HYHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09J07j2017 pesign Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design F�1435 R16 II SN-80Q.odf pressare,size and anchorage information. Verified By:A. �ynn Miller,P.E.58T05 � � Created by Independent Third Party: No _ Evaluatian Reporfis F�1435 RIb AE SH-800 Evaluation.odF Created by Independent Third Party: No � , ht�ps:/Iw�rw.fl�ridabuzldin�.or�lpr/�r at�t� dtl.asnx?�aram=wGEVX,C}wtDask�CITITKeI2��__. 7l�1�t�15 ;= Florida Building Code Online Page 3 of 3 1435.6 SH-2100 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC Certification SH-2100.odf � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/24/2016 Design Pressure:N/A - Installation Instructions Other: Please see the Installation Instructions for desigri FL1435 R16 ii SH-2100.pdf • pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-2100 Evaluation.odf Created by Independent Third Party: No 1435.7 SH-2200 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-2200 Certifications.odf . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/21/2015 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-2200.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by IndependentThird Party: No ' Evaluation Reports FL1435 R16 AE SH-2200 Evaluation.�df Created by Independent Third Party: No 1435.8 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-5400 CertiFication.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-5400.odf pressure, size and.anchorage information., Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-5400 Evaluation.odf � Created by Independent Third Party: No 1435.9 � SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC SH-5500 Certificatiori.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes , 10/O1/2018 ' Design Pressure: N/A Installation Znstructions Other: Please see the Installation Instructions for deslgn FL1435 R16 II SH-S500.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 , Created by Independent Third Party: No , ' Evaluation Reports FL1435 R16 AE SH-5500 Evaluation.pdf - Created by Independent Third Party: No Back Next Contac[Us::1940 North Monroe SVeet.Tallahascee FL 32399 Phone:850-487-1824 The State of Florida is an Aq/EEO employer Coovriaht 2007-2013 State of Florida. Privacv Sta[ement::AccessibiliN Statement Refund Statemen[ Under Florlda law,email addresses are public records.If you do not want your e-mafl address released in response to a pu6llc-records request,do not send electronlc mail to this entlty.Ins[ead,mntac[the office by phone or by tradi[lonal mall.lf you have any questions,please contact 650.487.1395.'Pursuant to SeRion 455.275(1),Florida Sta[u[es,effective Oc[ober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departmen[with an email address if they have one.The emails provided may be used for offlclal communimtion with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Departmen[with an email address which can be made available to[he public.To determine if you are a Iicensee under Chapter 455,F.S.,please click�igrg. Product ApprovalAccepts: � � ��- � � securit'�tarnuci a dtl.as x? aram=wGEVX wtD sbCUITKe120D... 7/3/2015 https://www.floridabuildin�.or�/pr/pr pp p p Q q I GENERAL NOTES. ANCHOR�OCATIONS 8 SPACWG � � i 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. � 2)WO00 BUCKS DEPICTED AS 1X ARE LE55 THAN 1-t/Z'THICK.�X WOOD ' i BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. � WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. �53-1/8"MAX.TIP-TO-TIP� 52-1l8"MAX.BUCK — � 9)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO � 52-1/8"MAX.BUCK 6+M� �—5'MAX ' SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). ' 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9�M�• THE SUBSTRA7E,USING SHIMS CAPABLE OF TRANSFERRING APPLIED T � � , ; LOADS. � � � � � 77" � : 5)ANCHORS SHALL 8E COATED OR CORROSION RESISTANT AS � � MAX. i APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE I I BUCK PROTECTED AS REOUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE � / I / . PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIOA � I 6'MAX , BUILDING CODE. T � I T 77, 6)ADHESIVE SEALANT SHALL BE USED BEM'EEN SUBSTRATE ANO FLANGE 17'MAX. � � - � I I MAX. OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE I I BUCK OF INSTALLATION SHALL 8E DONE BY 07HERS. ' I I 78" 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 � / f Mpx / � KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM � � TIP-TO- � C-90.GLAZING COMPLIES WITHASTM E1300. i , / i TIP � 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. � � � I � THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ' • : WOOD SCREWS. 9��X � � , , : ------ ------- 5"MAX. ; 9)PRODUCT MAY BE INSTALLED INTO STEEL � . . OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. � FLANGE FRAME � F�N FRAME 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. WITH HEP,W-DUTY MEETING RAIL WITH HEAVY-DUIY MEETING RAIL ' i i TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS - TABLE 1.FIN&FLANGE WINDOWS Min.Ed e BuckSize Des( nPressure Certification ��Type Subslrate Min.Edge Min. YP 8 Min. AnchorT e Suhstrste ; SaihStyle B Dist. Embedmant Diel. EmbeCmenl ; . W dth Hei ht (+) sf (-�psf Num6ers Wood(Southem Plne) 12' �_yg• �31'x 2-1/2' ,�rood(Southem Pine) 3/9• 1-7/16' � Nail � 52-1/8" 7T' Equal Llte 55 65 19(Y1003 Steei Stud Gr 33 3/B' .645(18 GA) #72 penheed 1l12 Steel SMS Woad(Soulham Pina) 9/18' 1-3/8' Alufnl�um�063-TS 3/B" 1/B" SMS �:o Steel,A38 yg' �(g- #10 husshoad y�ood(Southem Pine) 7/1B' 1-3/8' Screw , 1/4'Masonry Concrate 1' 1-3�8' . �h� Hollav CMU 2-'Il2" 1-1/4" � NOTE FORALL METAL SU95TR1TE5,SCRFW ElABEDMENi SHALL BE AlIN.3 TNREADS BFYOIm INSIDE FACF OF AIATERI.LL. , � �.��.:liill�, ; �. ,'i�'/. ��/� LY�'^B�' LYds 144'Yt TEM1Bflia'l�4(lPd7AQW7A� � ''� y '�? ' J.ROSOWSKI 01A8/13 ALUMINUM 8083-T6 �eM�'OfE�'•P`YQf - -" �cam�,awnTu�mm,'marrwc � .. ., Rntb�r� ,umr2]^REIAtr..w�ortffuva�lKe , OR - _ W]�B�TNt1'1�IC�M�N ` " • _ " A4TRYYMIIWInE�MWfIBf ' 18Yt9A0Y W/VfI4Ql.@3 � ' f �� I^ — � �l+�; I lti [ �Ol,s �•1070TECHNOLOGYDRIVE � .%'� , y�,�.ict:� . :�� NOKOMIS.FL34275 n°` I !.�., FLCERT OFAUTH. 28298 SINGLE HUNG INST., HD MEETfNG RAIL �, � '�';��' � "y �=^._. ' A.Lynn Miiler.P.E. �w'°'� a�' B""` o"aa"" '°n. - ��:=:�._ P.E.St56705 SH-200 NTS 1 0( 3 1032412JR � � k� J1 f IN57ALLATION WITH FIANGE FRAME _ , � 4 � , S ST E � EX7ERIOR ' - �SU� TRA / gU T - / �/ , � j I 1X SHIM ^ WOOD �� \, f' SHIM EDGE / a No DISTAyNCE ANCHORS -� NO -1— REQUIRED �-✓ ANCHORS � EMBEDMENT��—�SHIM EXTERIOR REQUIRED EXTERIOR i _ FLANGE FRAME, JAMBINSTALLATION (DIRECTLY TO SUBSTRATE) ' FLANGE FRAME. ' HEAD INSTALIATION FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION - (USING 1X BUCKSTRIP) � , � ; SU TRA I � i l EXTERIOR /' � � l • � EXTERIOR � EXTERIOR j � � � ' EDGE No No DISTANCE � � ANCHORS ANCHORS � i REQUIRED REQUIRED � �x SHIM . EMBEDMENT ----�W000 ,, � • ,,, ��• i.��t i.tqi. ' ,, • FLANGE FRAME, � ,'" SHIM JAMB INSTALLATION . �� , , � SHIM I (USING 1X BUCKSTRIP) � i --- 1X - " .�� j WOOD ,� � -: �� ' - ;.a � b. �°�:�t '�'_ ' su r � �-�, �.., ,+\:. � FLANGE FRA�E a.w�er• u.r. wwe mrero�wnptprSvlwai�cwcvm � B5T TE J.ROSOWSKI 01118/�3 ALUMINUM 6063-T6 ^�F"E^'nnfrxncencm�mma�ror ! SILL INSTAI.LATION �"�""Om10O°�0°"'�'� (DIRECTLY TO SUBSTRATE) � "^1° • "^""` ' mv��Twre�ru�onPe4�.r�H _ FLANGE FRAME, ,,H,frn„x+,+cv„��n�,,,Fr INSTALLATION NOTES: SILL INSTALLATION �'T�+"�`'O`��b'�1 ; (USING�X BUCKSTRIP) � uor+� i 1)SEE SHEET t FOR ANCHORAGE,SU6STRATE AND SPACINO REQUIREMENTS. �07o TECHNO�OGY Dwve 2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKaMiS,FL 39275 ' . 3)FORSMOOTHSASHOPERATION,THEANCHORS MUSTBEFLATHEADS. F�CER7.OFnu7H. 2s2es SINGLE HUNG INST, HD MEETING RAIL � 4)MAX.SHIM THICKNE55 TO BE'I/4" �---•- mk m..e u„arow, n,K j 5)FLANGE MAY BE REMOVED TO CREATE E�UAL-LEG FRAME-USE FIANGE FRfJ�1E INSTALLATION. A•Lynn Miller,P.E t SH-200 NTS 2 of 3 7032412JR � P.E.it5B705 i INSTALLATION WITH FIN FRAME � i i I i I � EDGE eST TE r'� � � DISTANCE `� � __ EXTERIOR � I i f SHIM i EDGE II DISTANCE � ' ' EXTERIOR i i - FIN FRAME, HEADINSTALLATION � i SHIM ' i � FIN FRRM yE JAMBINSTALLATION I SUBSTRATE , ',.� „� ' . I � SHIM ��" ` ' � , ..1•" '_. „ � � 85T TE E�OR 6 (0 I� ��/'. � _ .�:� . � _ ,;..�,. f FIN FRAME, � ' _�i%t J''I`,•,`,�� ' a..n . Br o.r wan.c ',�rr mr.�suvoeaumrr,: SILL INSTALLATION � J.ROSOWSKI 01/18/13 ALUMINUM 8063-T6 �H19��114AFP�^'p`Por nmarnrs.vo c�r�o cxvsnvrr�+c x...eer. om: ww� .�+ornavnc�.wr.noroxnova��s � LW�d'lWYBE USm[XA�DRqJI.I.TD N AAt'{PW 41iJlL!lliJf fl}Rf.S1Ell Mid'f1M INSTALLATION NOTES. ��Por�� p Orvpem � 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. ' ' 1070 TECHNOLOGY DRIVE 2)GLA55 SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE RE�UIREMENTS. NOKOMis,�.3a275 "'a' � � 3)FORSMOOTHSASHOPER4TION,THEANCHORS MUSTBEFLATHEADS. FLCERT.OfAUTH. 29256 SINGLE HUNG INST., HD MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4' � 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FIANGE FRM1E INSTALLATION. A.Lynn MJler,P,E. --'�ii2' � �i° �'v�a n..: P.E,#58705 SH-200 NTS 3 of 3 1032412JR � �. 1X �Iorida Building Code Online Page 1 af 2 ; , :{ ��'s:^L2�>r�t.��C.�ffr.,n�x-��;��'"`r'.'v�i._.:i."L:--`.�ah;•s^`_r- *�;t�� =��',,,',��ir^;" ,".`:r,f. � <` :"'>,,�Y'�_.�4,*��e'�'�`-.�r't'reF'f"i 2� '"�$;'/4^�:?:m,„`•':rTi�..��,'��'�'„=w��;::�s��:-�'.�'`�.-,��'';"��a , 'e�r�:y-.c�:n- '�1 ,`'.;t°"%Y^ ��` �-�5� J- :x f��k.'`'�.��".�;:rc�`,:'C �§..si� ,Y�f+.,,,A.Ei� � �1K ,.,,,��!`.�`(:rf�;*� r,��f�i'�;• _ir'S'.� '�.��wuis•�,b�<:';?"��,1'.% , -"`-'�rr A_.'� '.-r,s 1C 4'.� .�. �'r: _s�+��=�`,;: �>r.« �-�:.s:,�"�;s��-`x�=''�";.�.�'`. r�'��:r:u._- ;�'�` ';r,--,"' •�' �J - '� . :0;%;�� ,t '�';.w' ` u. � *,�s'-`-=�y�,��g�+ _ �� '.+.� 't� ;P�c' �'#r Y y�'� � � f�:s's= `-''1"-: '�'-:.''�:*'>:z, �r �:,y � � �:� �`��,;� ,� ' ''�'`_� .';"' .. _ ,.�� , u �. �� :�,:>_ �`=:-_: :;�,: �,:.;... �'�a;�`�'� � t Y��;7��w�.s �--::x `;�;..`�'.,?�5:t��, .,,.�;G �^:�.-� �;t„�„� , _ s. � ..-;�•�r.-�.�.. =�-��;z.�';��§��-r� ._x�'„ ' a.. , � �';.: �:s•'E �n ,a��==��. f1C��,��ni� BCIS Mome � Log tn i User Registration : Hot Topics ; Submit Surcharge ; Stats&Facts i Pubiications ; FBC Staff : BCtS Site Map ; t;�ks�;Search ; BuS{neS �,� �� . - Prof�ssi�l IUI `'i �Produc#Approval �USER:Public User ReguldtfQn � �`.�, .� product Aooravai Menu>P�odu t or AQat{Cation Searth>Aooiicatian list>Appticatton Detail �.�"�,. . • �`�,�'';'�,Yy,�:s`� FL# FL761-RS .'.'� -: ,-, ,� >, Application Type Revisiom Code Version � 2014 Applicatian Status Approved Comments Archived L� Product Manufackurer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue ' Ocala,FL 34474 (352)3b8-6922 ekass@cws.cc Authorfzed Signature Koss Erin ekpss@cws.cc Technical Representative Erin Koss Address/Phone/�mait f900 SW 44Ch Ave. � Oca(a,FL 34474 (352)368-6922 Ext291 ekoss@cws,ce Quality Assurence Representative Jay Lathrop AddressJPhaneJEmail 1440 SW 44th Ave. Ocata,FL 34474 (352)368-6922 Ext291 jiathrop@cws.cc Category Exterior poors Subcategory Swinging Exkerior poor Assembties Compitance Method Evaluation Repart from a Flor3da Registered Architect or a Licensed Ftorida Professional Engineer C� Evaluation Repork-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner - the Evaluation Report Florida Gcense PE-S82d1 Quality Assurance Entiry Keystone Certifications,Inc, Quality Assurance Contract Expiration Date 07(21J2420 Vaiidated 8y Steven M.Urich,PE � Validation Checklist-Hardcopy Received _ Certificate of Independence FL161 RS COI EvalReo CWS-176E(Guardian Door).pdf - Referenced Standard and Year(af Standard) Standard Year AAMA(SOS/I.S.2-97 1997 � ASTM E1300-04 2004 Equivatence of Product Standards , Certified By Sections from the Code , https://wvvw.florzdabuilding.org/prlpr_app_dtl.aspx?param=wGE�'XQwtDqvyf4ngAXh 104... 7J312015 Florida Building Code Online . Page 2 of 2 } . � Product Approval Method Method 1 Option D Date Submitted 04/28/2015 - Date Validated � 04/29/2015 ' Date Pending FBC Approval OS/06/2015 Date Approved 06/22/2015 Summary of Products - F . Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Li ' s of Use Instailation Instructions pproved for use in HVHZ: No FL161 RS II CWS-176E(Guardian Door).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by IndependentThird Party:Yes Design Pressure:+40/-40 � Evaluation Reports Other:Not for use fn HVHZ. Primarily used with Screen FL161 RS AE EvalReo CWS-176E(Guardian Door).vdf Rooms. Created by Independent Third Parfy: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions " � Approved for use in HVHZ:No FL161 RS II CWS-242D(Guardian Door-Solid Core).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by IndependentThird Party: Yes Design Pressure:+40/-40 Evaluation Reports Other:Not for use in HVHZ. Primarily used with Screen FL161 RS AE EvalReo CWS-242D(Guardian Door-Solid Rooms. Core . df Created by IndependentThird Party: Yes Back Next ' Con[ad Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 7he State of Fiorida Is an AA/EEO employer,Coovrlqht 2007-2013 State of Florida.::Privacv Statement:�Accesslbilitv Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response[o a publfc-records request,do no[send elecVonic mail to this en[iry Instead,contact the office by phone or by tradi[lonal mail.If you have any quesGons,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Departmen[with an email address if they have one.The emails pmvided may be used for officlal communication wi[h the Iicensee.However email addresses are public rewrd.If you do not wish to supply a personal address,please provide the Department wlth an email address which can be made availa6ie to the public.To determine if you are a Ilcensee under Chapter 455,F.S.,please click here. Pradud Approval Accepts: � � ECheeV. � 5lY`If Y'I t V'tit 4T RI C1' http s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvyf4ngAXh 104... 7/3/2015 � PRIME DOOR - NON-IMPACT GENER.4LNOTES: /Jq��,� 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED /V (SHOWN w/ALUM.SINGLE HUNG) � TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W�NDOW SYSTEPIS EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZINGOPTIONS:(SEESHEET2) " WWW.CWS.CC 37 1/4" 3.CONFIGUR,4TIONS:OUTSWING,LEFf OR RIGHT HINGED. OVERALL WIDTH 4.DESIGN PRESSURE RATING: �OOO ALUM. � , •NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR UNIT WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER � INFILTRATION TEST PRESSURE AND GLASS TABLES DOOR CORE ASTM.E-1300-04. ,� r a, - o A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N � `r H IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o 0 0 0 DETAILS. WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. � W o } w t- ¢ m 7 5/8• 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m m o Z __ � LL m O 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT P � � � USED AT ALL FRAME JOINTS. N N Q Z W 37 1�2" j ' w w o � � B B 2� o o W a B HINGE(TYP.) �.'�'.. F o v BJ_ g . o 0 o W OVERALL > > ¢ o HEIGHT � • — -•• ' w O U m ¢ O � NIT . �0��1p RE W�T�i i HEIGHT � .```�5 cE�ni 'L�P�'. �VP.•�� SF.,y� � �: No 582D9 �� i Lucas A. =*c * i*_ ��" Turner �-n: �rrz' DOOR 2015-04-27 �9�: STATE OF .:�� CORE 20:51-04:00 '.,'��:''�,<o R�O P G�Z'�` I ��SSi�N A,��+`�� z� 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. � NORTH PORT,FL 34288 A PH.941-380-1574 6 A SHEET DESCRIPTION; GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS........1 il CONFIGURATIONS...............................2 ADE 09/08/08 SECTIONVIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING . oW�a: RE�.: ANCHORSCHEDUNE&NOTES.............5 37-1/4��X ai�� +/-40 PSF NONE CWS-176 E INSTALLATION DETAILS........................6 scA�E: SHEET �'15 1 OF6 �� . WINDOW SYSTEMS 1900 SW 44TH AVE. � OCALA,FLORIDA 34474 27 3�4" www.cws.cc MAX UNIT W IDTH 23'1�2" 1000 ALUM. � ��a,ss o�o GUARDIAN DOOR . NON-[MPACT � , � . � � � � / � a � �, w ; � � � ` ' o � o 0 1' IL W 2�_ W H Q m GLASS � DLO LL lml °m O � � � / ~ � � // N N Q Z W � MAX a a w a � � UNIT w w > ¢, HEIGHT �� o o, o � . > > < ❑ ' W o U m Q O z � \,t��l4iillflJ� I GLASS ,��y1DRE�.y T f�� DLO `�J�p.`;.�,CENSF�.�p��'. 2 �: No 582D1 '�'A // %Ot� STATE OF �� : :��F•A`�6 R��p;��• � � S •• C�� 4Sj�NA;��``�� . `� ' 4/27/2015 - � LUCAS A,TURNER,P,E. GLASS DLO FL PE#58201 - 1239 JAB,4RA AVE. SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288 ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574 SHEET DESCRIPTION: DOOR , CONFIGURATIONS � DRAWN 9Y: DATE: ADE 09/08/08 DWG tt: REV,. CWS-176 E scn�e: SHEET �� 20F6 u + .� 12 3/4" MAX O.C.(TYP.) ��'� 6" MAX.(TYP.) WIMDOW SYSTEMS SEE NOTE 2 6" MAX.(TYP.) � 1900 SW 44TH AVE. OCALA,FLORIDA 34474 � www.cws.cc INSTALLATION ANCHOR(TYP.j 1000 ALUM. � � GUARDIAN DOOR NON-IMPACT ��° n�ax.o.c. �, r �, (Typ,) • � o a T ' w � INSTALL TWO#8 ANCHORS THRU o � o. o STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE(TYP.) INSTALL ONE#8 ANCHOR THRU w � ¢ m EACH HINGE INTO SUBSTRATE(TYP.) � � - � - � LL m O , o O (n o N r = � z w 0 a a z a � > U 0 0 0 � a a o W > > ¢ o w o U m Q O ANCHOR LAYOUT Z `��`��DREbf"f��i P� v T �i - ��Vq-�?.��C E NSF G�Qti•. ��: No 58201 �:�� _ =*' .k .:�t'� �-o: '�� NOTES: �9t STATE OF :w� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. �!��Fs�<o p 10��`��,'. �'�4S;ONA 1f��0`. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING �� ' SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE/t 58201 W OOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALI.DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES ' 7.A MINIMUM CENTER-TO-CENTER SPACING SHAIL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONTRY,1"FOR WOOD AND METAL. oRnwN ar onTe: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08 STgUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. � owc a: aev.. CWS-176 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALIATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scn�E: i FMA/AAMA 100(FIN WINDOWS),FMAlAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMNWDMA300(EXTERIOR DOORS) SHEET 1.2� 5 OF 6 TYPICAL HEAD ANCHORAGE ��,� MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1 MIN.EDGE DIST — i90o SW 4aTH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WwW.CWS.CC SEE TABLE 1 INTERIOR 1/4' MAX.SHIM PERIMETER SEALANT BY INSTALLER MIN.EDGE DIST HINGE/STRIKEPLATE HINGE/STRIKEPLATE �OOO ALUM. SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 NON-IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT `,� T °' , HINGE/STRIKE PLATE SCREW SEE TABLE 1 N n ch � SEE TABLE 1 T '- o � o 0 Y ly, W ' INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS w � ¢ m SEE TABLE 1 SEE TABLE 1 � � � cn SEALANT BEHIND PERIMETER SEALANT m °LL° m O FLANGE BY INSTALLER BY INSTALLER � � o �n INSTALLATION ANCHOR - � HORIZONTAL SECTION W w o � � SEE TABLE 1 SEAL OR SET IN 6 TYPICAL JAMB ANCHOHAGE o o � a CONCRETE OR MASONRY a Q w U PERIMETER SEALANT ° . BY INSTALLER a —� �_� a o a � a MIN.EMBEDMENT w p U m ¢ O SUBSTRATE BY OTHERS a o SEE TABLE 1 Z SEE TABLE 1 `,`,��rrr�� a ,`�� PT10REby T��i�i I ��p.�?.��G E N S�L�pti�. MIN.EDGE DIST. --I ^ ��:� No 58201 �:��: SEE TABLE 1 A�VERTICAL SECTION �*t ir ''F- �6J TYPICAL SILL ANCHORAGE "�� ;a= �9';. S7ATE OF .�� %OT. �, •�U�� '�'♦ ��i`C�Ss�O fi 10 N�•j,,�� '�r,��NA��t��•�` X� 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 TABLEI:APPROVEDINSTALLATION FASTENERS PH.941-380-1574 SHEET DESCRIPTION: SUBSTRATE TYPE ANCHOR TYPE MIN.EMBE�MENf MIN.EDGE DIST. � CONCRE7E(2.0 K51 MIN.) 3ns"ITW TAPCON i• i_vs• INSTALLATION DETAILS CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1• �^ 2XMIN.SOU7HERN PINE(G=0.55) #10 WOOD SCREW �_3/g' ��2• DRAWNBY• DATE: 0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL iHREAD ADE 09/08/08 0.045'S7EEL(33 KSI MIN.) DRILLING SCREW 11-IRU 0.045' ��Z� owc a: qEv� HINGE AND STAIKE PLA1E ANCHORS NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 E 2X MIN,SOUTHERN PINE(G=0.55) #f8 WOOD SCREW 7-3/8' 7!8^ ANCHORAGE AS SHOWN IN TABLE 1 SCALE: SHEET 1�2 60F6 � '�� Fa� �l�� I IIIIII IIIII IIIII IIIII IIIII IIIII IIII9IIiII IIIII IIIII IIII IIII �lorida ;� ��j;,�� 2016062574 ��►ildin 6272 Abf�tt S4ation Dr. ' , g Un�101 Rcpt:1765400 Rec: 10.00 �,ode �hyrhiCi�,fL 3s��2 " DS: 0.00 IT: 0.00 04/22/2016 K. R. M. , Dpty Clerk Pertnit No. Parcel ID No J NOTICE OF COMMENCEMENT State of �j��i O' 4 County of ��C"� THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement: i Description of Property Parcel Identification No. ��/ - �G•a � � ��j v ` �d�� — ��f(o � Street Address: �7 7.SoZ. e� �!�� UO ' � "l' �3 S�� 2, General Description of Improvement �Cth rJd� C�/!�'u �7��a Cd u� � Q lt r"�"�� 3. Owner Information or Lessee information if tfie Le see contracted for the improvement: l�fC ^�'G /S� —LL C t' �i�v� � -li'-r'i�/ E�a�e/%a�� ✓• S�`� ,6'-3/� �-� �`f�� e � 8s a s�( Address , City S�a�e Interest in Property� � !�/n �r Name ot Fee Simple l'itleholder (If different from Owner listed above) Address / � / T Ciry State 4 Contrector � � rzc C�� u w� / l��.5��1 e �lC'• /�/� �/ ��.,'��y��t r f l S f� � 33.�y'� Address ? City ' State Contractor's Telephone No.: ��J ` �u�+ � 73a d 5. Surety: �� D C Name O�N D Address Ciry State � �N�n Amount of Bond: $ Telephone No.: � m 6. Lender; ��r Name 'w'�� e�7�+s Address City State ��W� Lender's Telephone No. ��a�� 0 7 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by � c Section 713.13(1)(a)(7),Florida Statutes: , �°�r m � �O � Name �~'� ��+o 3 Cit State � Address y � � 0 Telephone Number of Designated Person: � • m 8. In additiori to himself,the owner designates of � (� to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number oi Person or Entity Designated by Owner: 9. Expiration date oi Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor,but witl be one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of perjury,I decfare that I have read the foregoing notice of commencement and that the facts stated therei�are true to the best of my knowledge and belief STATE OF FLORIDA COUNTY OFPASCO Signature of Qwner or Lessee,or Owner's or Lessee's Authorized OKcer/Di rector/P artner/Man ag er �/�ii.�� Signatory's Title/OKce The foregoing instrument was acknowledged before me this�/ day of �C�20��by �ITL— //�'5��`" as ��— (ty e of authority,e.g.,officer,trustee,attorney in fact)for (name arty on behali of who 'nstru nt was executed). Nota Si nat ' V�� i � Personally Known 0 OR Produced Identification �Y 9 / . -� �L+ 1J�'�L� Name Print ��/l�n�� !'� ��rL�TlC� '�.. Type of Identification Produced t � ,. i� ,�+'�h��ty,�,I SHIRDENK.DELCOTTO �� :r MY COMMISSION�EE 198857 5,,-�'��, a? EXPIRES:June 26,2016 � �,��Q�`' Bortded ThN Notary Public Underwriters wpdata/bcslnoticecommencement_pc053048 . � 0 ' • .Q.,e.= - - - _ :1F"s`•x•. - - - ',�„ ^'s:;� �,,l- • -r.. �11115 Ci� of Z h tY eP Yr BUILDING PLAN REVIEW COMMENTS i Contractor/Homeowner: c�S'`f-El� �G��a�( Date Received: �ZZ�,F� Site: ��/�� / � Permit Type: �Su�tyj�--�).y� L J�� Y-�"��'��- ��U'yrC�2.� - ��jc`s.�J Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ ,' . ', I J 't andlor lans. � Tlus comme sheet s � be kept wrth the pernu p �� 6 Kalvin wi lans Examiner Date Contractor and/or Homeowner (Required when comments are present) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN EXISTING HOST STRUCTURE COMPLIANCE WITH ASCE7-10, BREAK FORM HEADER OR FBC 5TH EDTION(2014)RESIDENTIAL& RECEIVING CHANNEL #10 X 4"SMS WITH EXISTING 1-1/4"NEOPRENE WASHER @ 8"O.C.PER PANEL 3"X 48"COMPOSITE #10 SMS @8"O.C. PANEL ROOF SOLID ROOF - - __ _-= EDGE --=_-- BEAM IS THE j --- --- - - - SIZE AS UPRIGHT t___.___.2:r_i::1I1I: /II 2X_SMB/PATIO BEAM PER PLAN II II II II ii II (4)#10X 3"INTO SCREW BOSS 1-1/4" #10 SMS @ 8"O.C. II II (MIN) II II II I II I 2X_PATIO UPRIGHT PER PLAN 1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C. II 11 CONNECTING HEADER OR CHANNEL TO FASCIA. II II PROFESSIONAL ENGINEER SEAL COMPOSITE PANEL ROOF TO EDGE/END BEAM CONNECTION DETAIL ENGINEER OF RECORD COMPOSITE PANEL ROOF TO FASCIA/HOST BEAM CONNECTION DETAILS SCALE:NTS David W. Smith P.E. SCALE:NTS FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. UPRIGHT FLORIDA LICENSE NUMBER:38654 SECONDARY ANGLE MIN 3/8 0 (4)#10 X 3/4"SMS 0.125"THICK(NOT Concrete Screw FASTENING SECON(RY REQUIRED FOR 2X3 Mark Ronald Dunn, jr. Column Anchor ANGLE TO COLUMN TYP MEMBER) Size B Min.Spa EACH SIDE) PRIMARY 2"X 2" 2X2 MIN. P.E. 3x3 0 0" I X 0.125"ANGLE ANCHOR 0 0" (B)-3/8"0 CONCRETE SCREW 2x4 1 3" ANCHOR INTO SECONDARY 1 (2)#10 X 3/4"SMS FASTENING HINGE LOCATION F Z F Z FLORIDA LICENSE NUMBER:73968 2x5 1 3" ANGLE(TYP EACH SIDE)(SEE 1 O COLUMN TO PRIMARY ANGLE =n =g 2x6 1 4" TABLE) O (TYP EACH SIDE) W Joel Falardeau P.E. 2x7 1 5" O 1X2"BASE MEMBER �LU �W o FLORIDA LICENSE NUMBER:70667 2x8 2 3" (TYP EACH SIDE) 2x9 2 4" ANCHOR SPA HINGE LOCATION 2x10 2 4.5" (MIN)(TYP)(SEE TABI ) (1)-3/8"0 CONCRETE SCREW d ANCHOR INTO PRIMARY FBC Plans&Engineering ANGLE AND @ 1/4"0 CONCRETE Services, Inc. 3"(MIN) SCREW ANCHOR @ 6272 Abbott Station Drive Unit 101 24"O.C.BETWEEN COLUMNS NOTES: (TYP EACH SIDE) HINGE LOCATION Zephyrhills,IT.33542 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR Phone:(813)788-5314(866) INTO THE 1X2. Fax:1-(866)-824-7894 NOTES: Email:erb@tbcplans.com 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT p LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. Website:www.fbcplans.com EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. C.O.A.-#29054 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD @ LDT 3/8"0 STAINLESS STEEL CONCRETE 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A SCREW.OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM DATE:04/13/2016 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. END OF THE UPRIGHT. POST OR SMB CONCRETE BASE CONNECTION REVISION: DATE:TYPICAL SCREEN DOOR CONNECTION DETAIL (NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) SCALE:NTS RO 1 COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION RO 2 SCALE:N.T.S. RO 3 RO 4 OPTION#1 I I (4)#1Ox1N"SMS i i JOB NAME&ADDRESS: 2500 PSI MIN. WIRE MESH OR 1 INTO SCREW BOSSES FIBERMESH I I I • HENSCHEN W 3"NEW CONCRETE SB Lg CAP ----_----- I 39752 COG HILL LOOP • • MAJESTIC OAKS:LOT 166 4"CONCRETE SLAB .;'1',i,- ' __________�� • 2"X2"OR2"X3" I I 0.062"ALUMINUM INTERNAL ZEPHYRHILLS,FL 33542 MEMBER I I OR EXTERNAL RECEIVING NOTE: CONCRETE CHANNEL W/(4)#10x3/4" RAISE.EXISTING CONCRETE SLAB 3".NEW SLAB TO HAVE BONDING AGENT I UPRIGHT OR BEAM INTO INTO BEAM OR CONTRACTOR: 6"X 6-#I0WWM(OR FIBERMESH).NOTE TO ROUGHEN KICK PLATE I • -SNAP OR SELF UPRIGHT.(2)#12X 3/4"EA. SURFACE OF EXISTING SLAB TO AID BONDING OF NEW. ATTACHED TO ALUMINUM I MATING OR I I LEG INTO GIRT OR PURLIN- MEMBERW/(1)#10X HOLLOW I I (0.062"ANGLE CLIPS w/(2) SUN STATE ALUMINUM EXISTING CONCRETE SLAB 3/4"@1r0.C. I I #12x3/4"SMS EA LEG) W/NEW CONCRETE SLAB CAP • - UPRIGHT OR BEAM-SNAP OR SELF MATING OR KICK PLATE ATTACHED TO ALUMINUM MEMBER HOLLOW SCALE:NTS PURLIN OR GIRT TO BEAM OR POST DETAIL SUNROOM SCALE:N.T.S. DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN 12"APPROX. RECOMMEND ALUMINUM COMPLIANCE WITH ASCE 7-10,FBC 5TH EDITION(2014) EXISTING FLASHING UNDER DRIP EDGE RESIDENTIAL&EXISTING ROOF !2"CORROSION RESISTANT ALL PURPOSE SCREW -------- L L_ HOST BEAM I PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS SIMPSON SP1/SP2 FL10456 FASTEN PANEL TO HEADER CHANNEL SIMPSON H10A FL11478 - SIMPSON DSP FL10456 WITH#10 X 3/O.C.@W BOTTOM HD SIMPSON SPH FL10456 SCREWS 8"O. @ BOTTOM SIMPSON ABU/ABW FL10849 SIMPSON LSTA/MSTA FL10852 FASTEN RECEIVING CHANNEL TO HOST BEAM WITH 1/4"X2 LAG SCREWS @ 24"O.C.,2 ROWS STAGGERED.STRIP SEALANT BETWEEN FASCIA ALL W❑❑D STUDS PROFESSIONAL ENGINEER SEAL AND RECEIVING CHANNEL ALL CONNECTORS AND FASTENERS IN FASTEN 2X OF SHED WALL TO EXISTING AND BLOCKING FOR CONTACT W/TREATED WOOD SHALL BE ZINC ENGINEER OF RECORD I I ZMAA ED GALVANIZED STEEL OR SIMPSON David W. Smith P.E. HOST WALL WITH#10X4"SCREWS @16"O.C. WALLS SHALL BE 2X4 FLORIDA LICENSE NUMBER:53608 ROOF CONNECTION TO Thomas L. Hanson P.E. MFG. HOST BEAM FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. P.E. SP2 OR H2,5T FLORIDA LICENSE NUMBER:73968 HEADERS SPAN JACK @ BEARING WALL SIZE 'V' STUDS FASTEN COMPOSITE PANEL TO TOP PLATE 12 SUPPORTING (2) 2'x4' 4'-4' 1 WITH 1/4'0 GALV, LAG SCREW WITH 1-1/2'0 1/2 � VINYL SIDING MUST BE Joel Falardeau P.E. NOTE S COMP. PANEL ROOF (2) 2'x6' 6'-4' 1 NEO-WASHER R 8' D.C. WITH 1-1/2' EMBEDMENT INSTALLED OVER A MINIMUM 7/16' FLORIDA LICENSE NUMBER:70667 WOOD STRUCTURAL PANEL SHEATHING (2) 2'x8' e'-0' I (PLYWOOD OR OSB) WITH AN APPROVED (2) 2'x10' 9'-6' 2 DBL 2X TOP PLATE (ONLY NON-TREATED WEATHER RESISTIVE BARRIER PLACED FBC Plans&Engineering WOOD IN CONTACT W/ALUM, ROOF OR UNDER THE SIDING, Services, Inc. (2) 2'x12' 11'-6' 2 PROVIDE IMPERVIOUS MOISTURE BARRIER) DBL. HEADERS W/b' PLWD. SPACER, GLUED & 6272 Abbott Station Drive Unit 101 NAILED W/16d NAILS @ 24' D.C. (2 ROWS DBL. 2X HEADER WITH 1/2' PLYWD. SPACER Zephyrhills,fl.33542 STAGGERED) OVER WINDOWS/DOORS. SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE Phone:(813)788-5314 WALL HT. EXCEEDS PANEL LENGTH Fax:1-(866)-824-7894 INSTALL WINDOWS PER MANUF. Website:www.fbcplans.com 2X CRIPPLES @ 16' O.C. INSTALLATION INSTRUCTIONS WALL PANELS (PLYWOOD) NAILING NOTE: C.O.A.-#29054 1/2' P.T. PLWD,, MIN, 2' HIGH NAIL 8d NAILS 6' .O.C. @ EDGES & 12' O.C. IN DBL 2X HDR, W/1/2' CDX (NON-PT, OR OSB ALLOWED ABOVE 2') FIELD, ROWS OF NAILS SHALL BE 1/2' MIN. FROM PER TABLE SHEATHING SHALL OVERLAP BOTTOM AND PANEL EDGES, PLYWOOD SHEATHING SHALL OVERLAP TOP PLATES, COVER WITH APPROVED BOTH TOP & BOTTOM PLATES, ALL FASTENERS NAILED WEATHER RESISTANT BARRIER SUCH AS A PER MFG.'S SPECIFICATIONS, DATE:04/13/2016 POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP REVISION: DATE: SIMPSON LSTA OR EQUIV, VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS, TO BOTTOM PLATE (8'-0' OR LESS) SIMPSON STUD AT THIS LOCATION PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND 2X P.T, WOOD STUDS @ 16' D,C, EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER 2X P.T. BASE PLATE PANEL NAILING NOTE, 2X JACK, SEE TABLE 1/2'0 WEDGE ANCHORS W/STANDARD WASHERS, 12' FROM WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON ATTACH JACK TO CONT. CORNERS, 6' FROM OPENINGS AND 24" O.C. WITH 4' MIN, STUD PLATE TIES ARE REQUIRED AT ALL STUDS, STUD W/16d NAILS @ 24' EMBEDMENT AND 1-3/4' MIN. EDGE DISTANCE TYP, SP1 ❑R H4 O.C. PROJECT ADDRESS: INSTALL WINDOWS/DOORS IN PER 8318,7 GRADE EXISTING 4' 2500 PSI CONCRETE SLAB WITH 6'X6' HENSCHEN OPENING PER MANUF. =+- #10 WWM (OR FIBERMESH) ❑VER 6 MIL, P❑LY VAPOR INSTALLATION INSTRUCTIONS BARRIER W/EDGES LAPPED 6' AND SEAMS TAPED, 39752 COG HILL LOOP SIMPSON DSP �`� / OVER CLEAN, COMPACTED, TERMITE TREATED S❑IL, MAJESTIC OAKS:LOT 166 OR EQUIV. ZEPHYRHILLS,FL 33542 NEW 3"CONCRETE SLAB CAP \ USE CONCRETE BONDING AGENT TO CONTRACTOR: W/6"X 6"#1OWWM(OR FIBERMESH). ROUGHEN SURFACE OF EXISTING SLAB TO AID BONDING OF NEW SUN STATE ALUMINUM FRAMING FOR OPENINGS WITH HEADER WALL SECTION/DETAILS WOOD FRAMED SHED DETAILS S.M.B. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED 'H' WALL 'T' 'N' SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN 4' .045' .06' (2) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH ASCE 7-10, 5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS FBC 5TH EDITION(2014) 6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS RESIDENTIAL&EXISTING 12"APPROX. 7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3,500 LBS RECOMMEND ALUMINUM 7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBS EXISTING FLASHING UNDER DRIP EDGE 7 .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS ROOF 8' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 5,500 LBS #8 X 1/2"CORROSION RESISTANT 8' .072' ,09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS ALL PURPOSE SCREW 8' .072' .125' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS 9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7 000 LBS // C K--- 9' .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 8,900 LBS 9' .082' .125' (4) 3/8' BOLTS, NUTS, WASHERS 9,500 LBS !� 10` .092 125' (4) 3/8' BOLTS NUTS, WASHERS I1000LBS HOST BEAM i NOTE, OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED FASTEN PANEL TO HEADER CHANNEL WITH#10 X 3/4"WASHER/SEAL HD SCREWS 8"O.C.@ BOTTOM PROFESSIONAL ENGINEER SEAL FASTEN RECEIVING CHANNEL TO HOST BEAM WITH 1/4"X 2-1/2"LAG SCREWS @ 24"O.C., ENGINEER OF RECORD: 2 ROWS STAGGERED.STRIP SEALANT FASTEN COMPOSITE PANEL T BEAM WTH 3"X 48"COMPOSITE PANEL David W. Smith P.E. WITH BETWEEN FASCIA AND RECEIVING CHANNEL #10 TEKS 1-1/40 NEOPRENE WASHERS @ 8"O.C.PER PANEL(USE SCREW LENGH EQUAL FL 7561-R3 OR EQUIV. FLORIDA LICENSE NUMBER:53608 COMPOSITE PANEL ROOF TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.) CONNECTION TO MFG. HOST BEAM Thomas L. Hanson P.E. LTj ° FLORIDA LICENSE NUMBER:38654 (N)3/8"THRU BOLTS,WASHERS, 2X SMB PER PLAN Mark Ronald Dunn,Jr. P.E. AND NUTS,CORROSION RESISTANT, TYPICAL(SEE CHART) ALUMINUM POST PER PLAN FLORIDA LICENSE NUMBER:73968 Joel Falardeau P.E. FASTEN SMB TO RECEIVING CHANNEL W/#10x3/4"TEKS COMPOSITE ROOF, POST AND BEAM CONNECTION FLORIDA LICENSE NUMBER:70667 (I SCREW/INCH OF BEAM HEIGHT'H') STAGGERED FBC Plans &Engineering Services, Inc. 2X SMB PER PLAN • 6272 Abbott Station Drive Unit 101 • Zephyrhills,fl.33542 Phone:(813)788-5314 ALUMINUM POST Fax:1-(866)-824-7894 MIN.060 RECEIVING CHANNEL PER PLAN Website:www.fbcplans.com FASTENED TO POST W/#10x3/4"TEKS (1 SCREW/INCH OF BEAM HEIGHT'H') STAGGERED BEAM TO POST CONNECTION DATE:04/13/2016 FASTEN POST TO CONC. REVISION: ALUMINUM POST WITH INTERNAL BASE PER PLAN RO 1 AND(4)3/8"CORROSION RESISTANT CONCRETE (2)3/8"THRU BOLTS RO 2 ANCHORS WITH 2-3/4" EMBEDMENT MIN.AND RO 3 1-3/4"EDGE DISTANCE MIN. 11 GA.INTERNAL RO 4 ATTACH ALUMINUM BEAM TO WOOD ALUMINUM BASE WALL WITH 1-3l4'x1-314'x.060 MIN. PREDRILL VERTICAL INTERNAL OR EXTERNAL U CHANNEL FLANGES JOB NAME &ADDRESS: �2XHMBI• ti'r` . iHENSCHEN 39752 COG HILL LOOP ----- FASTEN INTERNAL OR EXTERNAL (D MAJESTIC OAKS:LOT 166 Z CHANNEL TO STRUCTURAL WALL FASTEN RECEIVING CHANNEL MEMBER WITH 1/40 x2"LAG SCREWS, ALUMINUM POST TO ZEPHYRHILLS,FL 33542 � TO SMB W/#10x3/4"TEKS, < 1 PER 2 INCHES OF BEAM HEIGHT 1 SCREW PER INCH OF BEAM HEIGHT CONCRETE CONNECTION CONTRACTOR: 1 J SUN STATE ALUMINUM BEAM TO WOOD WALL CONNECTION ALUMINUM COVERED PATIO DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10,& FBC 5TH EDITION(2014)RESIDENTIAL& EXISTING BUILDING PARK MODEL SHED SHALL NOT BLOCK EGRESS h / MFG. HOST BEAM j, I 2X4 1 o 2X4 U) O 1 I oo oQ I aW W 1 O� 0) W 2X4 -. - a> 1 0= XI o PROFESSIONAL ENGINEER SEAL PROPOSED 0 SUNROOM P.T.2X4 WOOD I p w o_ > FRAMED SHED 1 c, 2X4 00 1 ENGINEER OF RECORD W/VINYL SIDING o d V. 0. David W. Smith P.E. I M +Qy 2 +a> I x o - fw 1 f I FLORIDA LICENSE NUMBER:53608 th l+ N N 2X4 N N s - �� Thomas L. Hanson P.E. L X4 SM ---- 2X4 SMB J FLORIDA LICENSE NUMBER:38654 4' ' 4' 4' 4' Mark Ronald Dunn,Jr. 2' 6' 20' 6' P.E. 26'(PROPOSED 3"CONCRETE SLAB CAP) FLORIDA LICENSE NUMBER:73968 34'(EXISTING 4"CONCRETE SLAB) Lii Joel Falardeau P.E. PROPOSED FLORIDA LICENSE NUMBER:70667 PLAN VIEW 3"X.032"COMPOSITE PANEL ROOF FL 7561-R3 OR EQUIV. FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 PROPOSED Fax:1-(866)-824-7894 3"X.032"COMPOSITE PANEL ROOF PROPOSED PROPOSED Email:erb@Ibcplans.com 3"X.032 COMPOSITE PANEL ROOF Website:www.fbcplans.com 7561-R3 OR EQUIV. PROPOSED P.T.2X4 WOOD 3"X.032"COMPOSITE PANEL ROOF "SINGLE HUNG FRAMED SHED FL 7561-R3 OR EQUIV. 2X4 WINDOWS TYPICAL FL 7561-R3 OR EQUIV. C.O.A.-#29054 W/VINYL SIDING -----'p PARK EL DATE:04/13/2016 ---_-_-_----_ ------- ---_ --2X4 (] ---�; MOD 2X4 2X4 2X4 SMB 2X4 2X4 ' 2X4 2X4 I DRAWN BY:I.LUCAS ro SMB m '/. '/. MODEL --PROPOSED \\ �' ?< x ° PROPOSED N w a o X I ..®.� �� \'\ �..®, �� i o v'/. it f' SHED — m v p o SHED x x x x x o o x m Ix x�� x Xd I N REVISION: DATE: N x N Ik_=-.. 'N �k, I ::=- �::- RO 1 2X4 " 2X4 �, ° EKICKPLATE 19 O II KICKPLATE II! / I„KICKPLATE II I 19 RO 2. 1X2 1X2 1X2 1X2 1X2 1X2 _..J 1X2 EXISTING 4"CONC.SLAB EXISTIN 4"COF4I.SLAB RO 3 CAP W/PROPOSED 3"CONC.SLAB 4' 4' 4' 4' 4' tjP W/PRO OSED 3"CONC.SLAP RO 4 13' 2. 6. 20' 6. 1' 4' 4' 1' 34' 13' JOB NAME&ADDRESS: LEFT SIDE ELEVATION COVERED PATIO PROPOSED EXISTING PROPOSED HENSCHEN P.T.2X4 WOOD 4"CONCRETE SLAB 3"CONCRETE SLAB CAP RIGHT SIDE ELEVATION 39752 COG HILL LOOP W/SHED SHOWN BEYOND FRAMED SHED COVERED PATIO MA ESTIC OAKS:LOT 166 W/VINYL SIDING I FRONT ELEVATION W/SUNROOM SHOWN BEYOND ZEPHYRHILLS,FL 33542 CONTRACTOR: SUN STATE ALUMINUM PLANS & ELEVATIONS 1 OF 1 I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCI?7-10,FBC 5TH A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. EDITION(2014)RESIDENTIAL&EXISTING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL. BUILDING PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S t srj 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES SUNROOM III,SHED,COVERED PATIO,CONCRETE PROFESSIONAL ENGINEER SEAL OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. ENGINEER OF RECORD: 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA: David W. Smith P.E. WATER REDUCING AGENT-ASTM C 494. G-185. CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH FLORIDA LICENSE NUMBER:53608 OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 2. RISK CATEGORY: II 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 3. WIND EXPOSURE: B Thomas L. Hanson P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 4. WIND LOADS: RECOMMENDATIONS. ASTM E 1300 FLORIDA LICENSE NUMBER:38654 II.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SOLID ROOF(MWFRS): 23 PSF ASCE 7-10 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&i-B COMPONENT&CLADDING PRESSURES: VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF Mark Ronald Dunn,Jr. P.E. SPALLING OR OTHER DETERIORATION. ASTM C150 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF B.MASONRY: ASTM C33 FLORIDA LICENSE NUMBER:73968 ASTM C260 5, FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 TYPE M OR S MORTAR. ASTM A185 6. SOLID ROOF TYPE: 3"X48"COMPOSITE PANELS,FL 7561-R3 OR EQUIV. Joel Falardeau P.E. 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:7O667 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FBC Plans &Engineering HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Services, Inc. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 6272 Abbott Station Drive Unit 101 C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2. SIM--SIMILAR Phone:(813)788-5314I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Zephyrhills,fl.33542 MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED Fax:1-(866)-824-7894 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Website:www.fbcplans.com 0.024"SHALL APPLY. 5. VIF--VERIFY IN FIELD 2x2:---------------------------------------2"x 2"x 0.044' 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: 3x2:---------------------------------------3"x 2"x 0.050" SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. DATE:04/13/2 FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2 x 4:---------------------------------------2°x 4"x 0.050" 016 PREPARED BY THE ALUMINUM ASSOCIATION, 2. CONTRACTOR SHALL E VERIFYALL AI CRPANCIDIMENSIONS AED DETAILS, 2 X 5:---------------------------------------2"X 5"x 0.050" NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN REVISION: DATE: INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER CONDITIONS. OPEN BACK SECTIONS RO 1 20 ALUMINUM). 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. 1x3:----------------------------------------1"X 3"X 0.045" RO 2 SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 3 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. RO 4 2 x 2 Snap:----------------------------------2 x 2"x USING#12 SPACING MAY BE 24"ON CENTER. " 0.045" 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snd 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARDp'---"----------------" 2"x 3"x 0.050" SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" REMOVABLE PANEL SHALL BE REMOVED WHEN WIND JOB NAME&ADDRESS: SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) HENSCHEN D.FASTENERS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 39752 COG HILL LOOP I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 6 SMB:---------------------- 2"x 6''x 0.050"x 0.120" MAJESTIC OAKS:LOT 166 300 18-8,WITH STANDARD FLAT WASHER UNLESS TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL MANUFACTURER GALVANIZES BOLTS SPECIFIES FORUSE 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" ZEPHYRHILLS,FL 33542 WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. 2 X 8 SMB:---------------------- 2"X 8"X 0.072"x 0.224" FLAT WASHERS AND NUTS. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"X 0.092"x 0.374" TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR: 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SUN STATE ALUMINUM SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ENGINEERS NOTES