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Home My WebLink About16-17092 • f ] --CITY OF ZEPHYRHILLS � '� 5335-8TH STREET -''��/ , (813)780-0020 17�92 � -' BUILDING PERMIT PERMIT INFORMATION � LOCATION INFORMATION Permit Number: 17092 Address: 7902 KAY MARIE AVE LOT 309 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: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0180-00000-3090 Improv. Cost: 46,700.00 OWNER INFORMATION Date Issued: 2/26/2016 Name: KYPER JAMES & SHERRI Total Fees: 457.50 Address: 11082 FRIGATE BIRD AVE Amount Paid: 457.50 WEEKI WACHEE FL 34613-4613 Date Paid: 2/26/2016 Phone: (352)650-4307 Work Desc: PACKAGE -GARAGE, CARPORT SCRN RM PATIO SIDEWALK AND DW W/STEPS CONTRACTOR S. APPLICATION FEES B & H CONSTRUCTION OF CENTRAL FL BUILDING FEE 397.50 REESE ELECTRICAL INC ELECTRICAL FEE 60.00 �� f�b �d2� �� Ins ections Re uired FOOTER 2ND ROUGH PLUMB MISC INSU TION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to�owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I �-��o CONT CTOR SIG TURE 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 � �fy of Zephyrhills Permit Application Fax-813-780-0021 ' Building Department Date Received i I � _ Phone ContactforPermittin • Owners Name James&Sherri Kyper Owner Phone Number Owners Address 11082 Frigate Bird Ave.,Weeki Wachee,FL 34613�61 Owner Phone Number Fee Simple TiUeholder Name Same Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7902 Kay Marie Avenue,Zephyrhills,FL LOT# 309 SUBDIVISION Grand Horizons-Phase Four PARCEL ID# 34-25-21-0180-00000.3090 (OBTAINED FROM PROPERTYTAX NOTICEJ WORK PROPOSED e NEW CON57R B ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK Garage,Carport,Screen Room,Patio,Sidewalk,Driveway&Steps BUILDING SIZE S�FOOTAGE 868 HEIGHT 11' �BUILDING $ VALUATION OF TOTAL CONSTRUCTION 45,800.00 �J ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. 900.00 QPLUMBING $ �I � �, �/� �� `ry�1r1. lJ�� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY 0 OTHER � N" �� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � P� _ � ,�,��R v BUILDER �dMppNY B&H Construction of Central Florida,Inc. �� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N ��' Address 4025 rris Bridge Rd.,Zephyrhills,FL 43 �� License# CBC057782 ELECTRICIAN � AAPANY Reese Electrical,Inc. SIGNATURE � REGISTERED Y/ N FEE CURREA Y/N Address 5419 9th St,Ze h rhills,FL 33542 License# EC13001353 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEECURREI. Y/N Address License# Illlllllllllllllllllllllllllllilllllllllllltlllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Pertnit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans ptus a Life Safety Page;(1)set of Energy Fortns.R-0-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Conslruction Plans,Stormwater Plans w/Silt Fence instailed, Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW conslruction. Directlons:• Fill out appiication completely . Owner 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over E7500) •• Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage) . Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Applicat�fl Fax-813-780-0021 Building Department' � � � .�� — � NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions° which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any _ applicable deed restrictions. � UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended conVactor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Buiiding Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. � TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the wnstruction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—HomeownePs Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. ' CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or instaliation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering Waterwurses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certity that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A permit issued shall be consVued to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months`after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN END TO OBTAIN FINANCING,CONSULT WITH YOUR LENDE O AN ATTORNEY BEFORE RECORDING YOU OTICE OF OMMENCEMENT. FLORIDA JURAT(F.S 17 �� OWNER OR AGE CONTRACTOR Su scrib and sw affi )be m�lhi Subs ri d�d swor to ffir e e ore me this� �\S�bY �bY /Zc � A i are personally kno�_n to e or has/have pr duced Who isfa� ersonally k n to me or haslhave roduced as identification. �� as identification. //li/� Notary Public Vr-�� Notary Pubtic Commission o.;,4i`�1'ej;r;F r.Rai�CANT Commission No. _,; '� •;;t=_ Cammission#FF 130253 ��a:'ot=•. C AI Name of Not��,,`, I��ed � � z �� Name of Notary type ,p,'��,, r§�8mp�mission#FF 13Q253 ��Rp�C��`� Bonaed Thm Troy Fain Incurence 800.385-7018 Expires June 8,2018 y :i. .,-Z; �''•��of��°,� Bondcd Thru Tmy Faln Insurance 8C0385•1019 e� .. � l I I�IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII ' . - • 2016024805 • . ;Rcpt:1748380 Rec: 10.00 • ' DS: '0.00 IT: 0.00 02/17/2016 E. M. , Dpty Clerk Permit Number ParcellDNumber 3�—as-a/—O/f!D -6op00- 3o91j PRULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER� NOTICE OF COMMENCEMENT 020R BK019325m PG 16,�,5 State of Florida . ...,-.. -... - ,:;...,.:;::. .. .�.., ..... .. . , ..._ .,......., . ,:... . ,_ ,.:,..,.�:..:.:.......:Jt__;,�. ��.,.i.,.�...,. -,�r.: .,<.;:..��t.,,...:�:=:c,�.;t�;:.: County of`1�-Sco THE UNDERSIGNED heteby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legal descriptionJ: 3 �! -a s'-a/ - ois-o -000�a-3 dgp � a)Street(job)Address: 7�o� d�o�..., r►�a,.t� r��.t�, Z�k.N r k�l ts. �� 3� �4�/ 2.General description of improvements: 6n��a� Cc�r-��-� "S�r�e.... �.� a�i o C•�)e�.x,�,� ,�-t 51�i � 1 1 ._� S�G S—_t�7' 3.Owner Information or L ssee information if the Lessee contracted for the improvement: a)Name and address: J � • - � �c� - �� l C 3 5rG(3 b)Name and address of fee simple titlehol er(if different than Owner listed above) c)Interest in property: 4.Contractor Information ��e� Y �' � a)Nameandaddress: �-1- � wns�r�.�c.�"cM., �Qa,� Y1'Zcc�-:.� 13r-id�2�+_��'L ��s`�'3 b)Telephone No.: ��- `7 ga_/o[o _ Fax No.:(optionaip�L.3-�/S-�,J'�� S.Surety(if applicable, a copy of the payment bond is attached) a)Name and address: b)Telephone No.: ' c)Amount of Bond: $ 6.Lender a)Name and address: b)Telephone No.: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Fiorida Statutes: a)Name and address: b)Telephone No.: Fax No.:(optional) ' 8.a.ln addition to himself or herself,Oumer designates of to receive a copy of the Lienor's Notice as provided in Section 77 3.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner: 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 ear from the date of recordin unless a different date is s ecified : ,20 ; 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 I,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 p rjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my i knowledge and b li . .�a�� y�� (Signature of 0 n r or Lessee,or Owners or Lessee's(Authorized 0(ficerlDirectodPartriedManager) (Print ame and Provide 'gnatory's TiUe/Office) � T fore�oing i rument was acknowledged before me tfiis /7�� day of � e r ,20/!o bY __._��.--.__ (�"t ... as -----�__..__ ^____---- (tyPe o authority,e.g.officer,trustee,attomey in fad) i for ___._._._.___» ,as � (Name oi Person) (type of authority,..e.g.o�cer,Wstee,attomey in fact) for _,_� (name of party on behalf of whom instrument v�as executed). Personally Known Produced ID ❑ �� Type of ID Notary"Signature Print name ;�ti�"�Ps;�., CRAIG CANT � �c� Commission#FF 130253 �, �d: 'k_ :�� '= Expires June 8,2018 �' r `o. �'�pf�F�°+`��` Bonded Thru Troy Fain Insuronce 50��385•7Uf�J / �O � Q � ' L ' �AiIIA J...�� '�7�1►�. �Yf x , _}_, � , r }�'ti . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� " ��-�..L�� Date Received: 2� � 7—�� Site: 7 �l�Z f�A-G/ �l�t"r� Permit Type: �(;�'vt�i G(,' ' C � . � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. � ��l� Kal ' Swit er ans Examiner Date Contractor and/or Homeowner (Required when comments are present) � � _ . I ' 4025 Morris Bridge Road Zephyrhills,FL 33543 F '� CONSTRUCTION 818 3g71 06585 Fax of Ceairel Florida.Ia� 800-224-1206 Toll Free ' www.bhconstructioninc.com Web Site February 17, 2016 City of Zephyrhills 5338 8�' Street Zephyrhills, FL 33542 Re: Authorization of Permitting � I, Greg Beebe, Florida State License#CBC057782, authorize Cheryl Belyea, Brandon Cant and Diane Beebe to be able to pick up, apply for, and any other aspects of the permitting procedure for B&H Construction of Central Florida Inc. If you have any questions,please feel free to contact our office. Sincerely, Greg Be e � �iL� �.� Notary Public . �;�;P�p�� CRAIG CANT '�� :� Commission#FF 13Q253 _*. '_�, r;; Expires Juna 8,2018 ':�9��f�Q�`� Bonded inru iroy Fain Insurancs 8003&5•70i9 � \ \ \ nsRy� Stao?�10� �J� , � � sl��l� ; ,,,•�M��s '+'A"�).9�0 n`J }°�� -- -• ,i �h£ .�9 ��—�---,�► �� - �°�=�� , � a� � � _ � �, � .� Q 6 �� en I�101 �01 a � � � �' � � �� _ � � �q.. 0 � y C4 i ss�i6 � °' � v°1g`, � � � N h� � � � � e � �"� t" � �h. �Y� � � oY � ums� ;�1 -�r=p��-a0e�!:—.o��,i ,o► �� • ,��.6 � � � , ��'� � B�UG� BUSS@II Engfneering Maneger � �� Palm HarborHomes,Inc. &Q5 SouGt Franffige Road Plar�t City�Florida 3356&9934 �� Phone:813752-1368 E�d.756 Fax1:81&754-8675 Fax2:81&719-3689 E-Mail:bbussell(�palmharbar.com January 27,2015 To:Building Department RE: Palm Harbor Home, Serial Number#20154 Kyper 7902 Kay Marie Ave. Zephyrhilis FL 33541 Dear P1ans Examiner, The si#e-beam,which was installed by Palm Harbor Homes,and is approved by HUI?, Manufactured Home Construction&Safety Standards, is canstructed to receive on-site additions that are built and designed by others to accommodate such amenities as carparts,sheds, and screen roams. The on-site structure must be designed by a Florida, registered,engineer,to the Florida Buildang Code and all lacal codes. This plant- installed site beam is of adequate design for this purpose as Iong as tie downs and piering aze per page 1 of Sectian 11,Misc. &Final Inspection section of the installation manual (attached}.'�'he attached details,EW 216.2 and PAb9-EW-31, are appraved by the Manufactured I�[ome Construction&Safet�Standazds. And,the design loads for the plant-ins#alled site beam, as wetl as the supporting stivchue and anchorage are from the IFBC and ASCE 7. I can be of fixrthea�assistance at the above contact infarmation. Sincerely yaurs, ��k� f Bruce Bussell Engineering Manager �alm Hazbor I�omes Optjon 'f: using 2x4 let-in infio dado�d 2x6 v�ll stud M�1 Fl� Typ.Tn�s 7x4�i S-P-�l�t-in Fss�en I�rio eaoh widl s�aJ wtth�et 0.131x3'�is� Roof or�a�7d1�llbc'1� Sewrv Roo!Pan�l Hesdsr �-Alt.-4-M�stxewa inb�u4 ss app�ned bti► B+s rnaetufac�ees�s e�p+v�rd�g l�t�n Ir�rt�dlo�ns. I.e.:T1►e�noply. Rod P�I OEiB or Piywood. �� Lep gf�np -6�I00�1�Ct�ic ��C DO�den+P.E• �E(1��figgfKl9v �RO• ��T1 2: U�jil� 29C� IPt�� Ofl � O�5�1��'11t79 and ext�cior vva!! sfiuds �mkwm net sb�c �P•T �a�ds�sd �fit snd�p tM/�et�! �ws. � ��waM slud Se�th i�c�[PtrNl Fia�der wqA 4 e�.�soeews. tnto�4 a��PPranr�d b�► l4+e �i�o� R�f Panel 8F!lo�n�Cau'�c i�Th�� 1.� �B cr Pgraro�d. �P� �Fs ri1f.OM01 —a� Fscorpora°n P�1LM HARBOi� HOMES INC. Madison,WI-1 15303 �Ad�IJ►S PARKWAY �JITE 8�0 MDI�Ot�I TX 75001 S�n eoom and �rmertt �� re/O° OCT 0 3 2000 F� � HIJD Manui�ctured Home �t1°` Construction& $� EW - 218.2 cad-r12 f SECTION 11 —MISCELLt�N�+OUS AND FINAL INSPEC'I'IONS Indez 11.1. �W1V�NG, CARPORTS, PORC�IE5, UTILITY ROOMS, ETC. Additional stntctures such as awnings, carports, patio covers or attachments to a Palm Harbor Home have not typically been taken into consideration nor calculated into the design for roof or wind loads. Any additions made to the home must be self-supporting and shall not interfere with weatherproofing(i.e. shingles,flashimg,gutters, siding). However, some Pa1m Hazbor homes have an option to be ordered with a factory installed receiver designed to take the loads of an add-on. In this case,refer to the detail for infonnation on specific 'S�-I�6�1A1i—��rur@i3'iCii+ • FACTORY INSTALLED DOUBLE SECTION HOME PERIMETER PIEF2S AND FOOTERS �` RECEIVER '� _,�/ AWNING(BY OTHERS)—�� ..` f� i �-�_ AVIMING UNIT LOAD�SPACIfVG SITE INSTALLED 1MDTH WIDTH 8'-0"o.c. FOR gY OTHERS� � 16 x 16 SITE INSTALLED '� qy�/NING WIDTH �� 16'-0'MAX.-WL-1 166"MAX. 1 B6"MAX. �Z 140"I 160" 4440# 5-3" i UNR WIDTH UNIT WIDTH 180" 4788# S-9" � ' � . 1 ) { i 16'-0'AAAX.-1M1rL� 16' 140"/160' 4886# S-T' j BY OTHERS � ~ 180" 5236# S-2 ��\ - - �� - p�-� - - � ,:n - �.y;. _ .:•a - ni r:f � � -i— 140'I 160' S334# S-1" I / 20' 180" 5684# 4'-9" �, � �� `` . 8'MNCIMUM �� WZ2&3REQUIRETIE-DOWN INSET � EN6INEERING VECTOR SYSTEM(OR Perimeter piers and footer notes: WZ 283 REQUIRE EQUAL)OR ANY QUALIFYING SYSTEM 30" ! A�CHOR AtdD ;%SPECIFICALLY APPROVED FOR PALM 1. Spacing for 16 x 16 is based on �<;,:: VERTICAL TIE HARBOF2 HOMES 2000 psf soil bearing capacity. �5��°�.c.�". 2. Refer to palm harbor homes �1 DIANGONAL TIE AND ANCHOR WITH STABILIZER�6'-0'O.C.AAAX. - installation manual for footers °'. .`°; re uired for the loads ven '��-.`�`: �—�� `�::`'. �� q gi @ I I I—� �• I I I 8'-0" o.c. c=1I I��—T�I I I I I�� =1T��y- Notes: u �Tf� 1. Vertical tie connections have been factory installed to handle the uplift and overturning load from the main unit along with the additionalload from the awning connection to the main unit. (brackets @ 5'-4" o.c. max.) 2. The factory installed receiver is designed to handle the additional uplift and downward loads from the connection of the awning to the main unit. 3. The awning soof and roof support away from the main unit must be designed(by others)to carry all loads to the ground. The design of the awning connection along with weatherization (by otheis)must be designed to carry the appropriate load into the factory-installed receiver. The design must be according to the loads and requirements ofthe IRC 2003 for exposure'c'. 4. Factory installed members were designed for awning loads based on 90 mph(3 second gust) winds for wind zone 1, 120 mph(3 sec. gust)winds for wind zone 2, and 140 mph(3 sec. gust)winds far wind zone 3. This is in accordance with IRC 20U3, exposure 'c'. 5. For approved lateral load resisting systems'install�tion requirements and number required, refer to other pages in the Pa1m Harbor Homes installation manual. 6. No stabilizer plates aze required at anchors loaded in direct(in-line)pull. 7. This design is for 140" minimum floor width and 186" maximum floor width on the main units and for 20 psf roof live load in all wind zones. ', 8. Maximum pier height including I-beam for wind zone 1 is 52"and minimum height is 31". � Pier heights for wind zones 2 and 3 are based on eector system design. Section 11,Misc &Final Inspection Page 1 COPYRIGHT�2006 BYPALM HARBOR HOMES,INC. � All Rights Reserved. I BCopy�ight Pelm Herbor Homes,lnc. All Rights Reserved Because Palm Herbor Nomes has e continuous product updeting end improvemenl procesa,speaifications are subject Ip change without ratice or abligation. Likewise,ihe Ooor plen shown is rcprcsentative only and may vary fio actual home. Squnre foolagc calcula�ions are based cm nominal widths a�eU room dimcnsions are approximate subject to industry standards. R•values mny vary in compressed areas. �o,\�� \ � �<`b+� � �'-�'� -• k —,s-„}. �� - - --�--- - Bedroom#2 _� ; ,�`o � " T' ' � '�7 r�' ``��I 1 i R1 G�1 i 1 f ' � � (�/'L�(6 � � � �; � � ,i `i � � I �' . Su om / kv��y�` n Q �� O � r'%�r-t r tq ;, � p�� ; � ,i �---��-,-- --�–-� � �� - . . ; � �, �; � m � --------------------� �------------, � i f-- - ---�! U i~�______' 8 � � � no nn.m�ero , i �� ; 1 � � � � � �t__ __�� ; a � C, U � �-----------� O C Dinin R om �� e� roo � �s��:t�r 1s�e x� -�a� ��' � �:------------� � �Y 7v0 1� (��droo 3 "' e � aCt° L� 10'-0'x1TT 1MC Wr� y��ct � a. - K'dchen '°� _ � �L��,�,a �° � �` ility ��.rarorwrww�1 � �- L �..uue.� � � -. � �UNOERSTANDTHAT PAIM HARBOq t� ��°�,� � � ,o„t �„*� � NONES DOE3 N07 EHoqpE IN VEHBAL `��-----� AQFIEEMENYB.I ACCEPT COi,OqS, STAN ARDS�OPTIONS AS SHOWN � �'^� ��'rq�¢��ri \ �' C1oo►S \ '•'0• '''_�� °� - � r � � e� _.a• s ,y �5 �/ � \ CUSTOM DATE - \ � 'CUSTO►AEp SION•OFF qEQU1RE0 FOR _ The „Wellington� pa�� FUqTBER UPDATES A,ORDEqING• shown ve actual floor slze and do not hxlude arerfimqi Model#TSX348F6—Timberland Standard Series �a'�� ant City,Flortda rsoo-n9-a�a � Size:40'X 48' wun�u.nulmharbor.com Approx.Sq.Ft.A1C 1908;Grou 1,908 �� Re�ised 10131lR ..�; � �;a�.��...�,,.i_• ...�_.e_._�_......�._�.� f,_ .._.___�u,.z _„ t� ..� - s+!-..� tP��y i1•r ,:� r..,• Y t �t ; ):��l��I1i:f�-�f''i�I:'�`.k�=:=�:1�°�J.+:�.��n�l�If4N�:��iK�JI�� ,,. ;�� .. �_a_. ,� �.:. . - �(pjj�p�td eas no� E�ir, ;u�no9�sro� HM Teptm Svbmft Su�arpe smr$�F.�, w�cro,� I �c sc,�r i �Skn Map c Unls � sen� Busines Professi I �P�oduet Approval ,_ u�a:a�nQc u5�, Regulation D duct I Men >Froduec orAooNotla�Search>Annliptlon Llst>AppLntlon D�tall sG=;='="m%�,.�'�.S1M".".�"1 �°°�. "'="DF�"�w,;" � �`�,, R16952-R1 �fi��i"'�k ApA11r.�tlanTYPe Revislon Code Version Zpiq Applfcedon 5tatus Approved Comment5 Mthived �, Produd Manufacturer AmeNtan Metals Supply,Inc. Address/Phone�Email 3119 Queen Palm Dr. Tampa,FL 33619 (B13)242-8100 SantoaGonzalezC�a mertcanmetals.us Authorized Signature Santos Gonralez Sanbos.Gonzalez�americanmetals.us Technlnl Representative Address/Phone/Emall Quality Assurance Representadve Address/Phone/Email ��9a�Y RooRng Subcategory Metal RooFlng Compliance Method Evaluatlon Repart Frvm a Florlda Registered MchlGect or a Llansed Florida Prof�lonal Engineer `�• Evaluatlon Report-Hardcopy Recelved F7orlda En9lneer or Arrhibect Name who developed Do Kim the Evafuation Report FbNda L7cense PE-49497 Qualfty Assurance Entity PRI Canstructfon Materials Technologies,LLC Quallty Assuranoe Contract Explraqon Date 22/31/2020 Validebed By ]ames L Buckner,P.E.at CBUpc Englneering � Validetion ChetkU�-Hardaopy Re�ved Certlflcate of Independence F�1695Z Rl GOI PrHFlrata nP in�i penrlcnro�a Referenced Standard and Year(of Standard) Equfvalenoe of Product Standards ' Certifled Sy Secdons from the Code 1504 1507.4 1609 2002.4 � � Produd Approval Melt�od Method 2 OpUon ii Date Submitbed 10/30/2015 Date Valldated 1Q/30/2015 Date Pending F8C Approval 11/04/2015 Date Approved 12/15/2015 Summ� o!Produds FL# Model,Number or Name Deseripqon 16452.1 3°Riser Aluminum Rnof Paneis 0.024'and 0.030°thlck x 3'x 12°wlde riser roof panels Limits of Uce inst�l�don Instructions Approved for use In HVHL•NO Fl 16 g Ri II ?(),;4 FBG AMS�Inch Ric.r Pan]nskall Approved for use outside NVH2:Yes pwn.o f Impact Resis�nt:N/A VeHfled By:Do Kfm PE 49497 Design Presaure:+48.b/-48.6 Created by Independent Third Party:Yes Other�Far usa In outdoor patla constructlon only.See EvaluatBan Reports Installatlon Instructlons for other deslgn Ilmltetlons. FL1695?�gi AE 2014 AMS EvaluaHon Report udf Created by IndependentThlyd Parly:Yes eaek � f1�;7 1�n NOKh Mn(ItOB SL'BCL.TiiIIBI1B�C- 9 PLone�A50�187-1829 70e Stete of porida in en M/EEO employer.toavrMht 2007-2013 Smie M Florld.::prlvaw Siatement::g�J�JJp�::gtp� U�a Florida law,emall addresses aca publk remrds.It you tlo not rvaM youre-mail eddteu tekaud In respatse ta e publt-reWrda request,do tmt x�W elxtmnlc ma0 ta tlila entlq.lmtead,cortaG the otllm by�axi or by badttiona!map.It you hava am�puestMns,bease wirtad 850.487.1395��PursuanY Eo Se�lon 455.275 (1),Fior(de Statutss,effettNe Octoba 1,2012,pansew pansed undar Chapter 455,F.S.must prvvlde the DepnrhnaM Mth en one0�rese ff thay heve one.The mm6s prwlded may 6e us¢d far offlclal mmm�mletlan wlth ttw Gceneee.Haxever email eddrcsses are pudic faord.If yau do not wish ta aupply a D�nal addros, piease provide the DepartmerK with em m�a!eddress whkh cen he me0e avafleble[o tl1e pubila To determMe I!you a1e a Ikensea under CJwptar a55,F.S.,please c8dt�. Product Approral A000ptx � �� SCL71R llI1R7('1 �l . � + � . 4 �� MSStfGAli METAL68UPPLY�ALUiYIDiUM RODP PJlNBi.& PEtODUCT APPROVAL�,IETAII.S: #1t�Qii»ePatrnDr. BS.DaCODL 7A1aFLON,i�7hSt74DlNGLS1DL ..�PLY A� T�m•.�.�ano � a❑ Ki tw (L71�242�f11D0 r/—"`. HVIiL'� Nf17F9BU6a1NHYKG �,qenocwTee,��c �lA4�sF�iB'ml�iKt, -.. Z1MSI54r^VSfi: FO$YdtWUSBONiY. COtdBlI�TIC10 BTRIJ C7IJ RAL r� .lA��V,ER�9 ENQINEERB _ { ["� SUDDiD0119 - � - `^�i` . ._. .. I .CANppIfigEENENCL45URES �g.s -074ffit9A471AR MMOftST&UCiI1R83 s�zms a.�yr NOtCS: � �,ya�� 1. AlimiLbmftoulpWtlifDUlDCof�vmefloy3f05•B.loxt�pmrtdeqinl OfOw'� 2 Aaofsastmml�hsrya�atat�kAGtA'miQam'- S. Fcdatou1n61�rarmnmASiMB7A9� .Sa..- � '^y, � 0. Atl�Cidebmindila�e0D47mJeuohenvfaema� � J 4�_ _ � 5. SWn�[dALw6Gmdngiok�oom: N I �,�` {��,.� Atm�ai+!-O�COS R.s�us#-.005 ( '� AagIe irt/° b 4 prqdoctteiterpprttm0.03p'pnd0.�7.4•T6idmxsRotkd3"RiwRmi�Pw�el4TeuRepatHa. � —\� o �r�n f�rv) n S54aa.01�oW4,OetY,2013.AsasL33WID.7o3i.H.Atc4lmqmaiTWtey.IxmJnialeic �f � � cospmq.125QMammHivA,'t)at@c,Fs.33614 �s irr7 7_ Ai1Rv�ilufr�cnWaitk��m3ms,'7awSmm�uhm��mIIbeanE��bPo � ' ' Ueensaddalgiptofesimdiniucmkmstri4itLaAhstieumlkslynEE�.eual.�iSR+�+GwB �4 f+ � � CwrdeVnajwdlrmmmrSriucanc..tihAdnq�aynC�R¢wlodmdatmeelncm[m�aauFEc t� 3�1i �I J ��s��,,�,��.,,�,.�o��.� �� ,wes a��.rn�u�.s�.,;c� � c�+sr�t�sa��aa�.s�,f.ts�.�a.z.arQ�at�aw�,ma+�a«�ae � . ( et4faet(smotatovaAcdmendlmBd�Ya1*euwelatln�rna�apenNe�y. a a� d 6pmch.d�tbcLanmad�nn[mfPmdM+�n+b�acm�3w�n8faK.wod'9�aiaaWr^tLWI. � s� nn �� 9. Mmmo(hdgM�oFmsmffi�wlloaatattdLSfcteLmt�gaAo.Spor6kofuipmaimaa 'g � bmlcm5°mia.tocfdnpc.Spnm41a4lra�o�d�hrdaaTJ'mcmol+IcP� '•E �"' - I6 &d�mdpmeta}uIl6amoaaed4Qdmi6nPat�auPs�btf6�kxw�d � a 3"RI8ERROOFPANELS p}+�taskWvrtae�cotdrA+oa.a2cr�ea�yatrdmt(aaMrt�pm..ameuou;oo�n v� z �� deaign�ao�it�l)rlmtn.441o•�hidy6q65-'t6�imeah�mdd. � � � . re6 AStE7.S6llhlmataWH FrcsureS TaRle 4 ASCE?•1DUMm�eDr nP�essurp Tibk � � � O � WindS ed Ded preaure 60?A'8 In Q9�ls on WindS ced lles Pmsswe LLOR4' h 0.¢30's sn ft V p � � 77a 7BA 1Q00 73.a0 170 It3 RTd ]iA0 aaraw: mR .. � ]1.I 9E5 S2.m 314 3D 938 �27A i+ie�ex "eM. .iti� •.�s'iasi 19D 14.8 4+C0 iZ� 730 36b 8.67 lili oon �aat Lb ?A8 687 11.SS SAO 33.8 7.R3 0.� 19(1 $3,0 0f! ILSS ]50 399 A46 &15 �'^- ua ns �.ce aso iw ass ase �as Y- K .� ..t � B„ As�7-f04�timateDwnnRnsswaSpfnTaEle C AS[F7•10N�1r�arrp,catRnhe�swnSpanT+41e � �� 170 '�.6 � �� Sfn lmntt�F � �ed Ekrl;',28Perssure .. . O.�+k`t� # d.Q?b'"1�an ft Wi�eed_ _Ck�,_ c�ia"a an{it Ct�inen t o-�,�v�� f �, ... xe� u.ao ' �coam!�. � w a F o. ,r ' s� r'��a.. .. �� AW IL71 �,...•.� B32 SLll ro��-76 1iD 96 65i L35 400 973 7.74 t153 150 9A3 ?.66 H� i56 At7 7.]i ?.79 prnrinpKo.-t+W318 7E0 OR7 7.44 611 3fi� 48f. &49 7.05 61ff7 toF7 �' � � ( __ , � . �d.....�'�`.en'..e=e''.i�'_.,.�._ '_ ___.�.e� �_ �...'_—..v�-+ '1 J�.y e 4 t` �� . ��* �- — ' i- �-, f/_�" �1+E �I �� ,'�ft�r��o��'�,�t':",:"�r��7,�};E��i�_;M1��'��::g�_�t:'�'''a�� `� � _> _"�`i.i.�w. - ��_. _�,:4 ,;.�',� ��_f fl0lida D2{NMl�ftia� �s H��ino m I ux�neoeoano� I rwcrov�m'� Submlt Svrcharge� St�s&Ferts � Publ�tin:u � Eac�c.�i=� ec-��s�w��aa I a�,k9 f =�:,ri, ir PBUJ�nes�� product Approvai ro essi �,al �USER:Pub�icllser Regulation �� ptoduct Aooroval Menu a Vroduct orAodimtron Senrd�>Aoolimtion Us[>AypG�atlon DeFell ,; �l. t}:k�"".'1 �# Fusss�-Ra r•: _ ' - '` Appllcadon Type Affirtnatlon Code VerSion 2014 Appllcatlon Status Approved Comments ArdNved �_ Product Manufacturer Ahvood Moblle Pivduc�LLC Address/Phone/Emali 2015[monto�St 6khart,IN 46514 (5l4)266-4951 s.rogers�atvroodmobile.com Authorized Slpnahire Wilflam Elqah g.ellSa h�etwoodmobfle.com Terhnkal Represerrtative ShawmRogers Add�ess/Phone/Email 1120 N.Main St. 9khart,IN�6514 (574)Z66-4851 s.rogers@atwood mob Ile.com Quality Assurance Representative Pam Walker /lddress/Phone/Email 201 Simonton St Bkhart,IL46514 {574)266-4815 p.walker�aiwoodmobile.com ��gory Exterfor poors Suhcategory Swtnging Fxte„or poor Assemblles Campllance Method Certiflcation Mark or Llsdng Certficatlon Agency AmeNran Archltectvrel Manufacturers Assoclatlon ' Valldated 8y American AreFiiteaural Manufactvrers Assodadon Re(erencEd Standard and Year{of Standard) ¢�¢ Year AAMA/WDMA/CSA 101/I.S.2/A440-QS 2008 ASTM E1300-04E01 2004 Equfvalence of Product Standards Certified By .:^I aflirm that there are no changes in the new Florlda Building Code which affed my product(s)and my product(s)are in Compllance with the new Florida Building Cade. � Doamentatlon from approved Evaluatlon or Validatlon Entity ::�Yes .�:No ':�N/A . ' ' i - t Product Approval Methad Method l Opdon A l3ate Suhmithed OTl24J2D15 Date Validated 07/24/2q15 Data Pending F8�Approval Date Approved 08jd2j2bi5 Bvmma ot Produds Model,Numbe�or Name Deseription 25389.1 8200 Series 32D0 Ser�es Entry Daor Side-Ninged Poar{Qut Swing) Limltq of Use Certificetion Apency GccrYtificaEc ApprOVEd for u6e in HVNL•No FL15389 R4 C GA[ Atvrood 3zf►j1 101 0&APC AAMA.odF Approved far use outgide MYHZs Yes Qu�ltiyr Aasuraece Co�ract Explratlon Ctate lmpact Resiekants No OZ{07J201b Da�qn Prossure:+35/-35 Installation Instructlons Other: FL15389 R4 II �000-aJ00�rles Inctallatlan jnstnrctlons.ndf Ve'rtE'ied By:Archftecturat Testing,Inc. Created 6y Independent Tltfrd Party: Etiraluation Nepot�ffi Cneated by Independe[stThird Party: 15389.2 4500 Seiies 4500 S�eries Entry Door Slde-Hinged Dual poor(In Swing) limit�ot Use Certi�tcetlon Ag�nt,Y Ccrti��atC Approved for use In FNHZ:No FL153&9 R4 C CAC Atwood aSQo l01 08 APC AAMA.ndf Approved for use outslde HVH2:Yes Qunlity Aasuranae Contra�t F�cplratbn Date Impact ResisW�rts No OS11TJ20l6 Desipn Pressure:+7Q1-70 Instailation insteaeticna ptfi��: EL15389 R4 II d500 S@rles Installallon InstrucHons.odf Verifl¢d By:Ardtitectural Testing,Inc. Cteat2d hy IndependentThird Party: Evatuation Repaato Created by Independent Third Parly: 15369.3 4700 Sertes 470Q 58rtes Enby Uoor Side-Hiaged Dnor(In Swing) LimitS t�Uee CertiTi�tttEon AQenry C�rtiFlceM Agpraved for use!n HVtfZ:No fL15389 R4 C CaC A[wood 4700 101 D8_AP�AAMA ndf APProv+ad far t�se ontS[de HYNZs Yes +t�uaIity Assnrance Cantraet Exglrotion i�nte ImpaC!Resistant:Nn O6/13/2016 Dasign Prossu�e:+45/-45 Inatall�Rion In�#rucdons pther Fl.15389 R4 II 4i00 Series Inst�tiaqon Instructlop .s odf VerifieQ By:Archi6ecturat 7esttng,Tnc. Created by IndependenCThird ParLy: EvalumHon Reyforts Created by independent Third Party. seek � �n_tMR Us:;2440 Nortt�Manrue 4++-e±_jgnahe<see R 32399 DAone:854-+7$T-2824 The Stete of florlde is an AAlEEO empl0yer.s�yTin 2007-2Q]3�te M Florida ::E�::AS�Ss�b111M StMem¢rrt:;BC91�LStatefneM Unda Harlda law,emet!addmsrs er�puhYc mcoNs.I!you do erot want your o-mall add�as mJm+ed In rcsponse On n pubGc-�aor0�requvct,do mt nnd electrmilc ecrmii w tl�b a+tltY.N�t�aad,mntatt the o!flce!ry phan or by tradWCti�t tna4 It You have anY 4��b.Pf�a mrrta�t 950.48T.S345.•Au�sune2 to Seaiort 435275 {i},Hortda Statutes,afteNva Ompber i,2012,lite�aes Usnsed under tlia�ta'435,FS.msst provkSe tbe D�artmmt wSh aa�ma&addtnsa B tfiey heve ane.71te ertuQ.pmWOed mag 6e uueA for ufl1r3a1 ammunieation�llf ehe tiansea.How.ver em�fi addrme�ra puplk eewfd.71'you do�ot wLsh m auppy�Dervonni address, V�Provide Me OEpertmeM with■n onail add�eu wAkh ean De made av�U.bl�Do th�publk.To QNarnitre If yau me a Ikensee under Ch�upter q54,R.S.,plmca eJldt p�. Produet Apprmrsi Ampiss �� 't u» [ea � , . - � INSTALLATION IN3TRUCTiONS ,�W��ad�bs 300Q-3200 SERIES OUT- Sfa+N.tAen6i.[r�✓m.IN�6F1� SWING DOOFi '' Ynw�e bi�PNd13� TW fm'/y�006E Jtp1 Pifl9NET.•• .�� r 'k""tv � A7WOOD WIIIDOWANDDOORBY6iE►19 11tElff81IMBOLL ��M�ry�anPq�lia�qe.yu��j�lYelqlrri 911tl1l10 C�11lIOM errAw�r wrpeen VT�M Mr�MOVAVl�nP Far4�eaMY rad�B Imtruc9ona � T6I�Doc�nnent I�p'aNaed u a OUIDEL87E lor tb peper In WOatlm�al tlo lteood Nu6A.PraLm V Y60 W700 9ERIE9 OIR'-0WQ10 DOOW O � �3000-3200 SERIES OUT�SWING DDOH COMPONENTS FOR INSTALU1Ti0N IN3TALU4T10M 19 COMMON BE7WEetJ ALL 91ZE5 O x aur«v��.muaTa.cvcn�unmiwa AUAMRiY �PISRTHUM6Eii � Pfmdd d hyACvood 1 Cuatomar6pe�le 3000-0200SERE60Uf�SWING000A�S6F1ffiLV PmAGed by hNeAer Sed¢nt&T basa Smnw Rttmm�mded MInrB%1'Pan HuE 6ern�fcr MamleUon fn t7m mderlor MIn48 X 2 Pan Hoad Bcsv b Iho hth�nd dmdbotl Ncn HmNnlny Wtyf�a Pu1ty Kml0.Bem+sAFer x ReYncldo 6nA Shhna NOTE TEne Ynlactlom aw RrmmwmJ bd�Jdr�n krpmpe�F�ia[an ol CaH�dd wmDme�lt Dkendom Ialotu tl�tdm�a�ec6:mv�a nostEe YefE b Im1tW lo ware iroqrfll iEs UacEnw YsSLd at CaiOa'M.Ac9oi dam�wY�tlM bttre prd►Yle. veamm.irn�nm�wmomaeatma h. iF�SE INS[RI)C7WIv5APE NRIR@I IA�ER11�DREiF116E THATlFEOPBJ?iB MAS BE AROPEW.Y PFEPPEUANO 80VARFDPRIOP70 9E6 WYR7p ME PISf1LLNTI0X Ri0LE64. �NODCCI'TEyI�WISHR1fA.OWLVO5TAT10A71R4 AAl1MYDSfAlCSA 101 f LA2/A8:4@11AF9 M.NA 17011�07:iHl,'o}7g0.30J(c)1 f.LA647F.Silt7GYROVIDEDBYSOPPIffitT0 --W""� — � oAS763AF8fYGLA7�R�IPPRIDIWRH :—r�s p ..m.�,�' uur�o usPas+a �=� ��e� •�,="''� ' �37AA7DARDAS3?fE1900-0601/6llD0.69.L ,�-'y-�-y � '-�,�` E� . , o . "� , . '� . �. - �� '� " - `';� '',�s;;j, ,. - _ � INSTALLATION INSTRUCTIONS i- `-'' I, a�oa�n�eowoa�,as 3000-3200 SERIES OUT- ' '�� "�"�'�`'x ' SWING DOOR .� 112DN YNnB FW�n.N tl91� .f `' �c' i �i I� r . =.-�7�+fiF!(� i i' uj;t:��T� . ... .. ...- . � f ., � f _ r�� i - 3 4 I` �nv000 vrNoow axu 000x avnm�e 1 s ji 7 �. � ' Do rtot remove anY�jRA�9�p s,sPacers,or faateners � end keep the daor ct�anJ Iedred during the irtsiallsfion. i OpeMng fhe wlndow prlor tn!he lnstelleUon may aBect any _ i pre-squedng done by the menutach+rer. ' 1. Place ffie door In a po6ltlon sukable taep ply a non-herdenlng tnpe, e � �ch as putty tape,to the mounUng tlange 6efng eure bo center R over aTnar" all mounting holas. A 8ealsrtt from a un may be used instead,but the � bead murt be a lea9t Ya ot en inch�a,cover ail mounting holes and . , '• - i � � 6e free ot gepa or v01ds. • �' f� `�. - ' .r , �� r�� 2. Inspact lheope ning fe syuare and buiR to accept the door as ordered, t .� �i e penaBf Nle IS t0 ellOw Clearance 1/2°from eide to s'ide and 7/4°-1/2° top to boUom from the A-Ilne dimenalon of the door.Ensure fha � j ,; i '�� opening Is square so when Installing the door R la not tnstalled h�to a i �' � y � posiUon ihat wlll cause to door to not work es desipned. � „ � r" - ' �a � `� f ,�'xM,,�, , ,, 3. Inserf the assembly carotuDy Into the rough openfng. Meke certeln , ;. .� ; �� the doors sW Is level within the openinp.PoslUon the door In approximate center ot roueh ope�ing,hold the daor ilat agalnet the �'�� 1' �� wall and secure it with preQminary serews;three on each slde, , ,.i�*'� _. � '� I' j beelpownfthe center screvr,proceeding In the seme order(The daor ne ' � I fiemo!s pre-dr!!!ed wffh scraw posltlnns at not moro f1�an 5 f/2"Irom� -~^�=:j, `h` � '� �� ; !he end,on 5'centera lorthe 3000 serres end on 8'eeMers tor Ihe �..� '` , � 3200 aeries,and.2b'Imm edge ryplcal,!rt the exte�lor Irame so no `�`�. � � measw&�g ls requlr�d) S�4` �' ��;,. � , 4. Do nof tkjhten these screws uM0 the door fs checked for squerenesa _ �`� il a�make arry necesser�r edfustrnenfs.Standerd daor shlms can be _ °. � added as�eeded to ihe�nterior to ensure proper aQpnment Then _ `�-o Ughten these 6 sd'ew8 to lodc ihe asSembly in posiUon. � -� ,;. -'°c:,.� _,,_,.. .'�� - - ...::��` �--`'�� „��,y,e, �T�ILA ��t� ' au�a:e ,�x ,o, .TT..:A �� sssfe000- E , EXTERIOR VIEW tl"" � INSTALLATION 1NSTRUCTIONS ,�„ood�k�„�„� 3000-3200 SERIES OUT- ��R1N.Man°.LEV'J N.��. SWING DOOR Yhars:T�•iW�tt3� Tp7FreC 0�W/�at�� MtPofcT'�.IL r . ..�� r�.._ ATWO00 R7IDOHANGOOOR9Y8TElE9 3. Once the door is equarely in plaoe,Ughten the prellminary screws and proceed to Instal{any remelning screuvs,starting irom the mlddla af a sld�and woridng out tawerd the eomers. 7rie screwe ahaild pen�bate the mountittt�fratne m a depth cf art least one Irn:h end care should be taken to drive ihe screwa atrefgM inta the studs,not at an angle.TlHhten the sorews uM�l the putty aqaeezes out 4.Inetell acrcws In tha top and bottom hotizontel ralls In the same � manner es the verticai re0s untll all attechmeM pants ere filled. t O 5. 7Fie door ehwAd now be securely fastsned to the wan and It!a eafe to use ihe features oi ihe door.Remove tha sFdppinp eilps and operate ifie door severel tlmes to be sure it funeflons as desfgned. 6.OpUonal-Rttaah txro screws o}fang[h between 1-1/2"-2'Into one � hola ai the latch snd daedbolt(N Include�brackets that eacurely eMers the Jemb 7. My ad�tlonal sealant to ihe e�der�r can be added as deemed necessery by the Insteller m�mplete their Instellatbn requlrements. 8.Install hardwere and nny ssfety chefn In compfiance with the manufaaurers instrudions atthis tlme. CONGRATULATIONS�N INSTALLiNG YOUR NEW ' — � A7WOOD MOBILE PRODUCTS HOUSINp UOOR!! : ' �� -----�`� . � . --: . �-:4L�;�� t;. - �' r-._____-__:.��i 11�. ; . �, ,;I�p _ . .��" ��:�-� r�-;:�,::� ! �� :;��,� :(c��a��f(�: ; �t`I ; �� . ' .�A lI(�?` �.�.. oAi _�.:� t_ �� d�., . . . r. :; _ _�`�� t.,. - -_.� -- - —.��. ,_ ' - z- , . ,�.,,_ _L. s -f ._---,-,»,,.:-�-•--�r-�—,-;� ._' ':6��a-�=>'.c�ir-.=r��+r:�i:r�t•�w.ai:°.eBiGr.wi,� �3(��m�p( �BC15Home � LopIn � usarR�glstratlon'_`MotTopla9� SubmRSwcherqe Stets�Facts ' f�:,IftidiF� � FF�Sr:�R� 9R>Y'-�9dhl��t Linti>'��^--�Mli :. � � ._i. BuS•C�eS � _-' produet Approval Pro�essi��a1 :r UfiGR:PubllcUse� Regulation � Product Aooroval Menu>ProAutt or Aonlication Search>bvofimtlon List>Applir�tion D�lati ''+.:a•A:.�'��'"°"''g FL# FL15279-R4 ' �"'"""" Application Type Revfslon Code Verslon 2014 Appiicatlon Status Approved xApproved by DBPR.Approvals by DBPR shall be reviewed and radfled by the POC and/or the Commisslon lf rsecessary. Comments Archived k:� Product Manufactunr popay BuNdinp Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)77o-6062 mwestertleldf�aclopay.com Auttrorized Slgnature 5cott Hamlltan shamilton�dopay.corn Technfml Representative Address/Phone/Emall Quality Assurance Representadve Address/Phone/Emall Category ExheNor poors Suhcategory Sectional ExteNor poorAssemblles Compllance Method Certification Mark or Listinp Certiflcatlon Agertcy ]ntertek Testing Services NA Inc.-ETL1Wamock Hersey Velidated By Gary Pfuehler f✓ Valldatlon Cherkllst-Hardcopy Recelved Referenced Standard and Vear(of Standard) Standard Yea� ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ' ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 I Equlvalence of Produd Standards i I Certified By Florida Ltcensed Professfonal Engineer or Archltect FLI5279 R4 Equiv 20150319-FSC-DASMA 108 enufv.odf � FL]57.79 R4_Fauiv 20150319-FBC-DASMA 115 eoufv.odf I i + Product ApproVal.Method Method 1 Option A � � ' r 4 Date Submitbed 03/19/2015 Date Valida6ed O6/12,/2015 Date Pending FBC Approval Date Approved 06/21/2015 Summnry of Producta Go to Pa9e �--_-' � � � Pa9e 2/8� d FL# Model,Number or Name DescrFption 15279.21 021 W4-16 PAN-ZF443:G4S,GSa, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- GD45,GR4S,G4SV,GS4V,GD4SV, Car(9'2"to i6'0"wide)WINDCODE�W4 Garage Door GR4SV,E4S,�4S,E45V,ED4SV, 554,AR4S,S54V,AR45V Llmlts of Use CertlflCatlon�iyenCy Certtliwte Approved Pnr uae in HVHZ No FL1527g R4 G C/+G Letter with proof of contract and qroof , Approved for use outside HVHZe Yes of Insnection,odf Impact Resis�nt:No FL1",�,7gR�C �AC W4 Llctlng„_jntertek odf Desipn Pressure:+25 PSF/-25 PSF Quality Assurance Cantrad E�[piration Date Othere 7he standaM giazing avaltabte Por this product OS/21/2028 meets the wind load requirements of the bufiding code but Installatton Instruetlons DOES NOT meet the Impact reslstant requlrement For FL5279 R4 II 10345d-B-Rev06.odF windborne debris reglons. VeriFled By: Irrtertek Testing Servioes NA In�.-ETI./Wamock Hersey Created by Independe�tThird Party: Evaluatlon Report9 Created by SndependentThird Party: 15279.22 022 W�3-i6 PAN-2F446:G4L,GL4, Gallery/Artlstry/Expressions:Steel Pan(min.24 ga.)Double- GD4L,GR4L,G4LV,GL4V,GD4LV, Car(9'2"to 16'0°wide)WINDCODE�W4 Garage Door GR4LV,E4L,ED4L,E4LV,�4LV, SL4,AR4L,SL4V,AR4LV LImIffi of Use Ccrtifkation Apency Certlflcate ApprOVCd fOr uSe In FNHZ:No FL35279 R4 C CAC Letter with oroof of contrad and oroof Approved far use outside HVF�Zi Yes of inspectlon.odf Impaet Re819tmnt:No ELL5279 R4 C CAC W4_Lfstiaa Intertek.�df D�ign Pressure:+25 PSF/-25 PSF Qualtty Asaur�rnce Contraet Expiratlon Date Other:The standard glazing avallable for thls product OS/21/2028 meets the wind load requirements of the building code but installatlon 1nsLrudtons DOES NOT meetthe impaCt f2sistant requirement for FLi5279 R4 Ii 103454-B-Rev06.odf windborne debris regtons. Verified By:IrrtertekTesting Services NA Inc,-EfL/Wamock Hersey Created by Independent Th1rd Party: Evaluatlon Reports Created by Independent Third Party: 15279.23 023 W4-16 SPO-2F449:G2nd Steel Pan(min.24 ga.)with Overiay Double-Car(9'2"up to Harbor,Stone Manor 16'0"wlde)WIIVDCODE�W4 Garage Door Limlts ot Use Certtflcatlon Agency Certlllcate Approved fot use in HVHx:No FL15279 R4 C CAC Letter wlth proof of contract and proof Apprwod for use outBide FIVNZ:Yes of insoection.odE Impad R�(6taM:N/A FL15279 R4 C CAC W4 LJsting Intertek.odf Design Pressure:+24 PSF/-24.5 PSF Quality Aseurance Contraet Expiration Date Other�The OP'TIONAL glazing available for thls product OS/21/2028 meets the wlnd load requfrements of the build[n9 rnde but Instaliation Instructions DOES NOT meet the Impact reslstant requlrement for F1,15279 Ra II 103550-Rev06.odf windbome debHs reglon5.The product without glazing DOES Verlfled By: lntertek Tastlng Services NA Inc.==ETL/Warnock compty wlth Che impact reslstant re�uirement Por wlndbome Hersey debhs reglons(ref 1609.1.4 FBC). Created by Independent Thfrd Party: Evaluation Repo� Created by Independent Third Party: 15279,24 024 W4-18 DSIE-IF171;43Q0, 2"Double-sidn Insutated EPS(exterior skin 27 ga.min.; 4301,4310,4400,4401,HDG, Inberior skin 27 ga.min.) 16'2"ta IS'0°wide WINDCODE� HDGL,HDGF,66,66G,67,67G,68, W4 Garage Door SP200,SF200,SE200,6200,620], 6203 LPmFt�of Use CertiTicatian Agenry Ce�wte Approved tor use in NVHZ:No FL15279 R4 C CAC Letter with orpof of mntract and oroof Approved far use out�ide HVFIZt Yes of insoedion.odf Impad Re318tp�No FL15279 R4 C CAC W4 Listina Intertek.odf Resign Pressure:+25 PSF/-25 PSF Quallty Assurence Contreet 6cplretlon Date Other.The standard glazing available fnr this product OS/21/2028 meets the wind load requirements of the bullding code but Installation Ir�structions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101247-B-Revl9,odf wind6orne debris regions. Verified By: Inbertek Testing Services NA Inc-ETL/Wamock Hersey Created by IndependentThird Par[y: , � i . � Evaluetion Reporte Created by IndependentThlyd Party: , 15279.25 075 W4-18 DSIE-iF471:GD2SP, Gallery/Ardstry/Expressions:�°Double-skin Insulated EP5 , GR2SP,GDZLP,(�tZIP.AR2SP, (exterlor sfdn 27 ga.min.;fnterior sWn 27 ga.min.)Double- � AR2LP,�2SP,ED2LP,4302, Cer{16'Z"up to 18'0"wlde)UVINDCODE�W4 Garege Door HDGC,6202,SFC68,MFC68 Limits of Use Certification Apency Cert�eate Approv�for use in HVHZ:No FLi5279 R4 C CAC Letter fth orooF of contract and oroof Approved for uee outeide HVH2:Yes ,o�i�,nection.odf ImpOat Re�istan$Yes ��5279 R4 C CAC W4 Listina Intertek odf Design Pressure:+25 PSF/-25 PSF Quality Aseura�e CantratY 8zpiration Date Otherc Solid doors(no glazing)are Impact-reststant(larne 05/21/2028 misslle Impact). Ir�llation Instruetiona �t iS279 R4 II 104Qi7-Rev02.odf Veri(ied By: Intertek Testing Services NA Inc.-E7L/Wamock r��y Created by Independent Third Party: Etiralwtiwn Reporta Creat�by Independent Third Party: 15279.26 026 W4-18 DSIU-1F371:9200, Double-skin]r�ulated PUR(exbeNor skln 27 ga.min.;Interior 9201,9203,HDP20,HDPF20, skin 27 ga.mfn.)16'2"to 18'0"wide WINDCODE�W4 HDPL20,7200,7201,7Z03,620D, Garage Daor 8201,8203 Limite of Use Certificatton Ayency Certitieate Approved for use in HVH2:No FI 15774 a C C c Letter with proof of contract and oroof Approved for use outaide HVNZ:Yes of Insoectlon.odf ZmpaCtR4siStaM�N/A 1�15279 R4 C CAC W4 Ustina Intertek.odf Deaipn Pressuro:+25 PSF/-25 PSF Quality Assurance CoMrect Expiretion Datm Othere The OPTIONAL glazing aval�abie for this product 05/21/2028 meets the wind load requlrements of the building code but installatlon I�tructlons DOES NOT meet the impact resistant requirement for Fl i5279 R4 II 104260-RevOl.odf windbome debris regions.The product without glazEng DOES Verified By:Irrtertek Tesqng Services NA Inc.-ETL/Wamock mmply with the Impact reslstant requirement for wlndbome Hersey debris regfons(ref 1609.1.4 FBC}. Created by Independent Thlyd Party: Evaluatlon Repor� Geabed by Independent Third Party: 15279.27 027 W4-18 DSIUO-iK479:Canyan Double Skln Insulabed PUR(exherior sidn 27 ga,mfn.; Rldge/Brookstone InGerior sidn 27ga.min.)witfi Overlay WLNDCODE�W4 Garage Door 16'2"ho 18'0"wide , I,imits of Use CertiFication Agency Certificate ApprOvtd f0�Yie ln NVHZo No FL15279 R4 C CAC Letter wfth oroof of mntract and oroof ilpproved for use outside HVHZ:Yes of inSpecNon.odf Impaet Realeta�:N/A FL35279 R�C CAC W4 Llsting Inter[ek.odf Deslgn Pressure:+25 PSF/-25 PSF Quality 0.ssurance Contract Expiration Date Other:The OPT[OWAL glazing avaliable for thls product 05/21/2028 meeLa the wlnd load requfrements of the building code but InotallaHon Instruetions DOES NOT meet the Impact resistant requfrement for FL15279 Ra II 104458-Rev0l.odf wlndborne debds regfons,The product without glazing DOFS VerlFled By:Intertek Testing Servlces NA Inc.-ETL/Warnock comply with the Impact resistarrt requlrement for windbome Hersey debris reglons(ref 1604.1.4 FBC). Created by[ndependent Third Party: Evaluatlon Reports Gea�d by[ndependent Third Party: 15279.Z9 028 W4-18 PAN-2F153:73,1500, Steel Pan(min.25 ga.)162"to 18'0"wlde WIWDCODE�W4 75,190,84A,44,42,4B,55,428, Gardge Door 489,555,4RST,6RST',4RSF,6RSF, GDSS,GDSSV,GR5S,GR55V, ARSS,ARSSV,EDSS,EDSSV Limits of Uae CertNication Agency Certt(icate Approved for uae in HVHt:PIO FL15279 R4 C CAC Letter with oroof oF contract and proof Approved for use outeide HVFIZ:Yes of Insoection.odf Impact Resistan�No EL15279 R4 C CAG W4 Listino Inte�tek.ndf Desipn Pressure:+25 PSF/-25 PSF Quellty llasurenee Contred Expiration Dale OZhere The sqndard glazing availa6le for this product 05/21/2028 meets the wind load requlrements oP the bullding code but Instailation Instrudions �OES NOT meet the impact resistarn requlrement for FL15279 R4 II 10131 - 4. windbome debris reglons. Verifted By;Ir►tertek T�tlng Services NA Inc.-ETLJWamock Hersey CreatPd by Independent Thlyd Party: Evaluation Repotts Geated by Independent Third Party: 15279.29 029 W4-18 PAN-2F443:G45,GS4, Gallery/Artistry/Expresslons:Steel Pan(min.24 ga.)16'2"to GD45,GR4S,G4SV,GS4V,GD45V, 18'0"wide WINDCODE�W4 Garage Door � GR4SV,E4S,ED4S,E4SV,ED45V, SS4,AR45,554V,AR4SV LImICs of Use Certlficat7on Ayency Certificate Approved tor use In HVHZ:No E1.�5279 R4 C C.�G Letter with�rooP of contract an�i_prooF Approved for use out�Ide HVHZ:Yes of insnedion,adf Impect Reslstar�No FL15279 R4 C 1+ Wa I�ina [nCertek odf Design Prossure:+25 PSF/-25 PSF Quellty Aasuranee Contrad E�Iratan Date Other.The standard giezing available for this product OS/21/20Z8 meets the wind load requfrements of the building code but Inatallation Instructions DOES NOT meet the Impact resis�nt requlrement for FLiS279 R4 II 10�a98-B-Revosu�F windborne debris reglons, VeMfled By:Intertek Testing Services NA Inc,-ETL/Warnock Hersey Created by IndependentThird Party: Evaluatlon Reports Created by Independent Thfrd Party: 15279.30 03Q W4-18 PAN-�F446: G4L,GL4, Gallery/Artistry/6cpresslons:5teel Pan(min.24 ga.}362"to GD4L,GR4L,64LV,GL4V,GD4LV, 18'0"wide WINDCODEta�W4 Garege Door GR4LV,E4L,ED4L,E4LV,ED4LV, SIJ�,AR4L,SL4V,AR4LV ' Limits of Use CertfFlcatian Apency CertFficate Approved for use in HVH2�No FL15279 R4 G GAC LP�+Pr wlth t rr a �g� ApprovM for use outside NVHZ:Yes of Insnection.odf ImpOct Resietert�No FL1527�,R4 C CAC W4 Listing Intertek pdf Desipn presQur�+25 PSF/-25 PSF Qualityr Assuranee Contraet Expiratioa Date Otbere The standard glazing avallable for tf�is product OS/21/2028 m�ts the wind load requirements of the bullding wde but InatallaEloa Instructions DOES NOT meet the Impact resistant requirement for FL].5279 R4 II 103498-B-Rev05,p�' wlndbome debris regfons. Verifled ey: Intertek Testlng Senrices NA Inc.-Efl/Wamock Hersey Geated by independent Thfrd Party: Evaluetion Repotts Created by Independent Thlyd Party: 15279.31 031 W4-18 SPO-2F449:Grand Steel Pan(min.24 ga.)wlYh O�eNay,16'2"up to 18'0"wlde Harbor,Stone Manor WINDCODE�W4 Garage Daor Limlts of Use Certification Agenty Certificate Approved for usie In NVHZ:Na roof of a d Appraa�ed for use out9ide HVHZr Yes of insoectton.odf ImpaCt Resi�tant:N/A FL15279 R4 G GAG W4 Listing Intertek.odf DesFpn Pressurei+25 PSF/-25 PSF Quality dssurance Contract 6cpiratlon Date Other:The OPTIONAL glazing available far this product OS/21/2028 meets the wind load requirements of the building code but Installatian Inatructlons DOES NOT meet the impact reslstant requlrement for FLL5279 R4 II 103551-RevoS.odf windbome debris regions.The product wlthout glaztng DOES Vertfled By:Intertek Testing Services NA]nc.-ETL/Wamock comply wlth the impact resis�nt requlrement for wind6orne Hersey debrls reglons(ref 1609.1.4 FBCj. Created by Independent Third Party: ° EvalueHon Reports Created by Independent Thlyd Party; 15279.32 032 WS-09 DS[E1A471:GD1SP, Gallery/Artlstry/Expresslons: 1-3/8°Double-skin Insvlated GR15P,GD1LP,GRSLP,ARiSP, EPS(exterior sWn 27 ga.min,;Interior skin 27 ga.min.) ARiLP,miSP,EDiLP,4132,213z, Single-Car(up to 9'0"wfde)WINDCODE�W5 Garege Door 6132,SFGiB,MFC38 Limits Of Use Certification Agency CertFficate Approved tor use in FIVlIZ:No L�1 279 R4 C CAC Letter wi�h qroof of contract and oroof Approved for use outslde HVHZ:Yes of lnspgctton.udF ImpactResistsnt:N/A F1,15279 R4 C CAC WS LJstina Intertek.odf Destgn Prossure:+30 PSF/-32 PSF Quplity Assvrance ContraCt Expiration Date Other:The OPTIOIVAL glazing available for thls product 05/21/2028 meeCs the wtnd load requirements of the building code but Installation Instructions ' DOES NOT meet the impad resfstant requirement for FL15279 R4 II 103971-Rev02.p� Windbome debris reglons.The product without glazJng DOES Verifled By:InbertekTesdng Services NA Inc.-ETLJWarnock comply with the Impact reslstant requirement far wlndborne Hersey debrls reglons(ref 1609,1.4 FBC). Created by Independent Thlyd Party: Evaluation Reports Created by Independent Thlyd Party: 15279.33 033 W5-09 DSIEO-iF479: Double Sldn Insulated EPS(exterior skln 27 ga,min.;interior Coachman/Settlers/Afflnity skin 27ga.min.)with Overlay Single-Car(up to 9'0"wlde) WINDCODE�WS Garage Door Limib ot Uae Cert�fication Aqency CerliFlcete Approved for use in HVHZ:No FLL5279 R4 G GAC Letter wlth oroof of cnntract and oroof � Approved for use outelde F9YHZ:Yes of Inspedion.odf Impaet ResistaM:N/A FL15279 R4 C CAC WS Listing Intertek.odF i Design Pressure:+33 PSF/-37 P5F Quelity Asaurance Cflntract Expiration Date Qther:The OPTIONAL glazing avallable for thIs produd OS/21/2028 i meet,the wlnd load requirements of the buifding code but Installation Instructions � �OES NOT me2t the impatt resistant requirement for FL15279 R4 Ii 102996-RevO6.odf I wlndbome debris rtglons.The product withaut glazing DOES VeriFled By:Intertek Testing Services NA]nc.-ETL/Wamock i compty with the impact resistant requlrement for windborne Hersey I debHs reglons(ref 1609.1.4 FBC). Created by Independent Thlyd Party; I 4 d • Yr i ' � Evaluadon Reports Created by IndependentThlyd Party: i 15279.34 034 WS-09 DSIU-iFi71: 9200, Double-skin Insulated PUR(exteNor skin 27 ga.min.;irrterior 4201,9203,HDP20,HDPF20, skln 27 ga,min.)Singfe-Car{up to 9'0°wide)WINDCODEC6� HDPL20,7200,7201,7203,8200, WS Garage Door 8201,8203 Limlts of Use Certification Ayency Certifica� � Approved for use in HVHZ:No Fl ti 527Q R4 C CJ1C Letter with oroof of contract and oroof ' Approved for use outeide HVHZ:Yes of insoectlon.odf ImpactReslstant:N/A �5279 R4 C CAC WS Llsting InYertek.odf Deaipn Pressurt:+30 PSFJ-3Z PSF Quality Assurance Contraet Ezpfration Date Other:The OP170NAL glazing a�raliabie for this product OS/21/2028 meets the wlnd load requirements of the building code but Instaltetlon Instructlons DOES NOT meet the Impad resistant requlrement for FL15279 R4 II 104188-Revol.odf wEndborne debrls reglons.The product wlthout glazing DDES VeriFed By:Intertek TesUng Servfces NA]nc.-ETUWamodc comply witJ1 the impact resistant requirement for windbome Hersey de6rls regions(ref 1609.1.4 FBC). Created by]ndependent Thlyd Party, EWaluation Reports Created by 7ndependent Third Party: 15279.35 035 W5-09 DSIUO-iK479:Canyon Dauble Sidn Insulated PUR(exterior skin Z7 ga,min.; Ridge/Brookstone InOerior skln 27ga,min.)wlth Overiay Sfngle-Car(up to 9'0" wide)WINDCODE�WS Garage Door LimFts of Uae CerriFication Agency CertiFeeate Approved for uae in HVH2:No FL15279 R4 C C�,C Letter with proof of rnntract and proof Approved for uae outside HVHZ�Yes of Inspectlon.�d[ Impaet Fteslatant:N/A FL15279 R4 C CAC WS Llsting Intertek.odf Desiqn Pre9sure:+30 PSF/-32 PSF QuAtity Assurence Contract Explration Date Other.Yhe OPTIONAL glazing avaflable Por thls product 05/2i/2028 meets the wfnd load r�uirements of the bul[ding code but Instellatian Instructiona DOES NDT meet the impact resistant requirement for FLi5279 R4 I] 104459-Rev0l.udf windborne debHs reglons.The product without glazing DOES VerlFled By:intertek Testing Servtces NA Inc.-ETL/Wamock comply with the impact resistant requirement for wlndborne Hersey debrls regions(ref i669.1.4 FBC), Created by lndependent Third Party: EYr�luation Reports Created by Independent Third Party, 15279.36 036 W5-09 PAN-ZF�51: 64A,94, St-sel Pan(min.25 ga.)Singl�Car(up to 9'0"wide) 73,75,1500,190,76,76V,4FtST, WINDCODE�WS Garage Door 4RSF,6RST,6RSF,2RST,48,42, 55,489,42B,SSS,GDSS,GDSSV, GRSS,GR55V,ARSS,ARSSV,EDSS, �5SV Limits of Use CertlFlcatian Agency CertHlcate Approved for use in HYHZ:Na FL15279 R4 �S'.AC Letter with proof of contract and oroof Approved for use outside HYH2e Yes of insoection.odf Impact Resistan�Yes FL15279 R4 C CAC WS Listina Intertek.odf Design Prr_Saure:+3�PSF/-32 PSF Quality Assutance Contract Explrattpn DOte Otheri Solid doors(no glaztng)or doors with optlonal 05/21/2028 impact-resEstant glazing a�e Impact-resistant(large misslle Installatian Inatructions impact). FL15279 R4 II 102110-A-Revl7.odf VerlFled By: Intertek Testing Services NA 7nc.-ETLJWamo�k Hersey Created by IndependentThlyd Party: Evaluation Reports Created by IndependentThird Party: 15279.37 037 W5-09 PAN-2F151:84A,94, Steel Pan(min.25 ga.)Single-Car(up to 4'D"wide} 73,75,1500,190,76,76V,4RST, WINDCODE�WS Garage Door 4RSF,6RST,6RSF,2RST,48,42, 55,48B,42B,555,GDSS,GD55V, GRSS,Gf�SSV,ARSS,ARSSV,EDSS, ED5SV Limlta of Use Certification Agency Certi(Icate Approved for u9e�n HVN2:ND FL15279 R4 C CAC Letter with nroof of rnntract and oroof Approved for use outside HVHZ:Yes of insnedion,odF Impact Resistarrt:No FL15279 R4 C_CAC WS Llstlna Intertek,vdF Design Pressure:+30 PSF/-32 PSF Quatlty Asaurance Contract Expiretion Date Other:The standard glaztng available Por thls product 05/21/2028 meets the wfnd load requlrements of the building code but Installatien Instructions DOES NOT meet the impact resfstant requirement for FL15279 R4 II 102110-8-Revi7.odf wlndbome debris regiau. Verified By:Intertek 7esting Services NA Inc.-ET1JWamock Hersey Created by Independent Thlyd Party: Evaluation Reparts Created by Independerrt Third Party: 15279.38 038 WS-09 PAN-2F441:G45,G54, Gallery/Artistry/Expre�lons Steel Pan{min.24 ga.)Single- G4L,GL4,GD4S,GD4L,GR4S, Car(up bo 9'0"wide)VJINDCODE�WS Garage Door il , � GR4L,G4SV,GS4V,G4LV,GL4V, Ga4SV,GD4W,GR4SV,GR4LV, E4S,E4L,�45,ED4L,E45V,E4LV, ED45V,ED4LV,SS4,SL4,AR4S, AR4L,5S4V,SL4V,AR45V,AR4LV Limfts of Use Certification Apenry CQrtiFicate Apprpved(oY use in HVH2:No FL15279 R4 C GoG LeLter with proof of contractand oroof Approved for uce outeide HVHZ:Yes of i�saection.odf Impact Resis�nt:N/A R.i5279 R4 a WS Isting IntQrtP4 nrlf Deaign Pressure:+30 PSF/-32 PSF Q�rality Aasuranoe Contract Expiration Date Other;The OPTIONAL glazing available for thls product 05/21/2028 meets the wind load requlrements of the building code but Inslalletion iostructiona DOES NOT mEet the impact resistant requirement for FLI5279 R4 II 303487-RevD6.�dF windborne debris regions.The produd wlthout glazing DOES Verifled By: Intertek Testing SeMces NA Inc.-ETl./Wamack comply wlth the Impact reslstant requirement for windbome Hersey debrls reglons(ref ifi09.1.4 FBC). Q+eated by Independent Thlyd Perty: Evaluation Fiepurts Created by Independent Thlyd Party: 15279,39 039 WS-09 PANSP-2F151:73SP, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 15SP,76SP,76VSP WINDCODE�WS Garaga Door Limits of Use Cert1liestion Agency CeWficate � Approved for u6e in HVHZ:No R15279 R4 G CAG i.etter wfth nroof of eontract and proof &pproved fo�use out9ide HYH7s Yes of insoection.odf Impatt Resietantt No R35279 R4 C CAC w5 Listina Intertek.odf Design Pressur�+32 PSFJ-37 PSF Quelity Assurartce Co�ract Fapiration Date Other�The standard glazfng avaliable for thls produd 05/21/2028 meets the wlnd load requlremen�oP the buifding code but Ina�llallon Instructlons DOES NOT meet the impact resistant requlrement for FL15279 R4 II 103556-B-Rev06.odf wlndbome debrls regions, Verified By:Intertek Testing Servi�es NA]nc,-ETLJWamock I hlersey Created by Indeper►dent Thlyd Party: Evaluation ReporGs Created by Independent 7'hird Party: 15279.40 040 WS-09 PANSP-2F151:735P, Steel Pan(mfn.25 ga.)Single�ar(up to 9'0"wlde) i55P,76SP,76VSP WINDCADE�W5 Garage Door '� Limits of use Certification Apency Certi£cate Approved tor use In HVHx:Na FL15279 R4 C CAC Lgtter with oroof of contract and oroof Approved for use outslde HdFiZs Yes s�fJnsp�ctt�n.odf ImpaCt Resistent:Yes FL5279 R4 G GAC WS Lis#ing Intertek.odf Design Pressure:+32 PSF/-37 PSF Qualily Assurance Contraet Ezpiration Date Dther:Solid doors(no glazing)or doors with optbnal OS/21/2028 Impact-rnsistant glazing are Impact-resistant(large misslle Installation Instruetions Impact). FL15779 R4 1I 1035�-A-Rev06.odf Verifled By:IntertekTesting Services NA Inc.-EfL/Wamork Hersey Creabed by]ndependentThirti Party: Evalu�tlon Reporb Created by Independent Thlyd Party: Go to Page ��---, � � � Pa4e 2/8� m , Back Next tontaR Us:1 1990�rth Mpnroe Strtet.TaOahessee R 3�399 Phone�850-487-1824 �' The State o�Florlda Ig an AR/ff0 employer.Coyyripdt 2007-2013 Stete of Fioride.::Privacv 4utement::Acceevlbllitv Statement::gefuntl Stetement Unaer F7awn Iew,amaH adar�ns are publk remrts,If you do not warrt yovr e-meli address released tn res0orae m e pubiic-`emrda raquest,do not send eleckonic - mall to thie entity.IneteeE,eontaet tho offica by phvne or by trnditlonal matl.Cf you bave any c�estlo�u,pieasa wntact 650.487.1395.•Putsuant to Ser.tlon 455.275 (i),Florba Statutas,eHe�Ne October 1,2012,Ilcensees OcenseA under Chap2er 455,F.S.must provtde the Depar[ment with an emall address�t�ey have one.The emalls provlded may be used(or offldal communketion with the Ikensea.Howeveremaii eddrecses are puhiic remrd.[f you do not wtsh to aupply a personel adtlross, ptease provide Ne Depertmnrc with an emall uddrge whkh mn be mada avallable to tha pu6pc,To d�tartnlne K you are a licensee under Chapter 455,Fw„ptease i ellde h¢ro ProduelApprovalAoeaptw � � �� nrcucih'�n�nua ' i � I �� : . : ' � �•�m,.a�� ,,�„ •� o.,� � 14IRi M G Li G CS Ci1 0 fi D4 �� SFFET�OF$ \ Op/Py/0f IRO�CmE I�S. aomr H - r�,r� um.ao � m/ie/m /ann icuu armi rax .u. .ro� usr uss e o N� .�n o�m�o.mm.mam omv,na�cs rm ooW�yw �nia �e.�� - �e.aec s�.sss m�rr AfllT MKi lev io f�v ■ a ,v� tlL m C� •-1�V IS l�yp u,p, p 10 10/S1/d� W�1�/11 M IW S[[i�l ICIUIf�21• It 1 14C�'qlw4 MqR'p�J pO�G ��pp��d 11 @El9 1/AO.LBl4 1�3 8 fr1 t3 f�CO 1] t� RY6m p1O SFiED T/aL Po�1�-/0. ro�i� o�at �J u a/mu �o�n mun esm,wr�roa �p�p� � xcav 01�INTE�3iE0WlC SfILE BflBEEN C4p1 EM8DS5 s�cw��oer � �� ATUGIED 1Y/70fiL-lDC 4 11PEiFUNE se�vu[t OPi101N1 OURP7C YM BE SfM1WpD OR QAPACf RES�SUV1f 6ULHG.SEE SECIION B-B FOR OEfNLS. 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' � y .,, � q� ; ` �� ^'* '�� "�.�- ' : �+[ �,,��r. _.,.a;..:�: �'tb , ' I1��_ ��.p.:�!�':a;-S,Y°T,�.�'°��X��,l�i�'��^;1�•�;�}�,l_�-��' �---_-~'-"�=� ''` ��':�`-y...�i: ._e-.-.t._.s e_..- .� .. --..-.-...� _ ..-,-----••- l __ ' FI��p( 6OS Home �La9 In E ucer Reg[stratlan Hat ToplCS � SuDrtlit SURhO�gG S'�[s a Fac[s ; PuDf.tatcOfS � FEC St7t7� QCLS 51[e 4Rnp � L§ikt � SE:RiI j Bus nes � ;.i p��uctApproval Pro�essi�l W ��:P��Bv Regula#ion Vroduct Aoorwal Menu a Protlutt or AOWita[ion Seareh>Auoliatlon List>Appihstlotl Detall ;:ii: Pa:rty's�"`---^ _ ._f' _�9 FL# FL12231-R2 Appllcatian Type Revision Code Verslon 2014 Application Status Approved Comments Ar�ived - Product ManuFacturer Styte Crest Inc. Address/Phone/Finall 600 Hagerty Drive Fremont,OH 43420 (419)333-5835 lewis.pope�stylecrest.net Authorized Sipnature Lewls Pope lewis.pope@i stylecrest.n et Technical Representetive Lewis Pope Address/Phane/Emall 600 Hagerty Drive Fremont,OH 43420 (419)333-5835 lewis.popet�stylecrest.net Quallty Assurance Representative Lewis Pope Address/PhonelEmail 600 Hagerty Rr Fremont,QH 43420 Iewis.pope�peiy-foam.com Cabegory Panel Walls Subptegory Siding Complianoe Method Evaluadon Report from a Florida Registered Ar�ltect or a Licensed Florida Professlonal Enpineer � Evaluation Report-Hardcopy Reoeived Flodda Engineer or Architect Name who developed Eric].Tompos P.E. the Evaluatlon Repart Florida License PE635J,1 Quality Assurence Entity Archibedural Testing,Inc Quafity Assurance Cantract 6eplratlon Date 12/31/2018 Valldated By William R,Helden III,P.E. [Validatlon Checklist-Hardcopy Recelved CertlBcate of Independence FL12231 R2 CQI F�T COI odf Referenoed Standard and Year(of Smndard) StsndeM rear ASTM D3679 2009 Equlvalence of Product Standards CerqFled By Florida ucensed Professional Engtneer or Architect � EL12231 R2 Equlv Eaulvalence of Product Standardt STCS11111-8 2015-�8-19 Sealed.ndf Sections From the Code - . i � Product Approval MMhoQ Method 1 Opdon D Date SubmitYed D7/22/2015 Date Validated 08/30/2015 Date Pendfnp FBCApproval 09/p6/2015 Dete Approved 10/16/2015 Summa of Products PL# Modd,Numb�r or Nime Descrfptwn 12231.1 Fairtield,Alpine Rldge and D4,DL4,DS and DLS Conf]purations Rldgeview Vrryl Siding umlb of We Installation Instructiorc: Approved for ume In HVHZe No FL12231 R2 II In�..allatlon In��alons Atta�hm n Details Approved far use outside HVHZ:Yes 2p15-08-21.odf Impact Reslatant:fdo FL12231 R2 II Vlnyl Sldlno Installatlon 2011,� Desipn Pressurc+N/A/-59 VeHfled By:NTA,InC. Other.Design pressure varles based on the Insqllation Created by IndependentThlyd Party:Yes mett�od.Please refer to the evaluatlon report for the proper Evaluatron Reports design pressure based on the Installatlon. Fl izz31 R2 AE Eval�aHon Report S7Gi12111-8 2015-08- 19 Sealed.odf Creat�by]ndependerrtThlyd Party:Yes --� 12231.2 Harbour Crest,Spiegel Grove, D4,DL4,DL4.5,D5,DL5 and T3.33 Configurations Addison tielghts,and Sawmlll Vlnyl , Siding Llmlts of Uae Installation instructions Approved for uce In HVHZi No FL12231 RZ II Instal{adon Instructions Atta hm �*narafls Apprm�ed for use outelde FtVHZ:Yes �015-OB-21.odf Impact Reslatantt No FL1223� R2 II Vlnyl tidina Incranartnn OS1 odf Deslgn Pressure:+N/A/-74 Ver{fled By:M'A,Inc. Other:Design pressure verles based on tha Installation Created by IndependentThird Party:Yes method.Please refer to the evaluetlon report for the proper Evaluation Reporb deslgn pressure based on We Insbllatlon, Fl� 1 R AE Eval�atlon R port ttG111111-8 2�J35-08- 19 Sealed.odf Created by Independent Thlyd Party:Yes 12Z31,3 Oak Harbor,Bristol Bey and Town D4,DL4,DL4.5,D5,DL5 Conflguratlons Square Vlnyl Sldinp Limiffi of Use In9tallptfon Instructions Approvsd for use in HYH2:No fL12231 R2 II installatiQRInstructlonspttachment Detalls Approved for ure oubide HVHZ Yes 2015-OB-2i.odf In+pact Resistant:No FL32231 R2 II Vinvl Sidlna InsSallatlon 2011.odf Desipn Pressure�+N/A/-59 Ver(fled By:NTA,]nc. Other�Design pressure varles based on the Installation Created by Independent TY1ird Party:Yes method.Please refer to the evaluatlan repart for the proper Evaluptlon Reports d251gn phessure basCd on the installatlon. FL32231 R2 AE Evaluadon Reoo[t�Cilllii-S 20] -DB- 19 Sealed.pdf Created byIndependentThlyd Party:Yes 12231.4 Pro Pride DL4.5 Cordigurations Limits of Use instsllatlon InMructions Approved for use in HVHYo No FL32231 R2 il Ins*��_��action�0��'arhmanf f]n}allc Approved for use outside NViiZ:Yes 2015-08-21.odf Impact R�st�Ms NO FL32231 RZ II Vinvl Sldina Installatlon 7011 odf Deeiqn Pressure:+N/A/-76 Verified By:NTA,Inc. Other�Deslgn pressure vaNes based on the Installatlon Created by Independe�t Thlyd Party:Yes method.Please refer to the evaivatian report for the proper Evoiuetion Reporm deslgn pressurt based on ffie Insbllation. FI.12z31 Rz AE Evaluation Reoort�CI11111-8 2015-08- 19 Sealed.odf Created by Independent Thlyd Party:Yes 12231.5 Prospan Premium,Dura Span and T4,D5 Configurations Pioneer Vinyl Siding Llmits of Uee Installatlon Inahuctbns Approved for uae in HVHZ:No F�12231 R2 II Inst�llatlon In�*uctlons Atta hm n D�tall� Approv�d for use autelde HVHZ:Yes �.015-08-21.p� Impad R�si�taM:NO Ft 12231 R2 II Vinvl Sidlna Instaflation 2011�df Deslgn Pressura+N/A/-37 Vertfied By:NTA,Inc. Other.Design pressure va�tes based on the InstallaUon Created by IndependentThlyd Party:Yes method.Please refer to the evaluatlon report Tor the proper Evaluation Reparts design pressure 6ased on the Installation. Fl f�Z31 R2 AE Evaluallon Reoort S'�'Cii l i 11-8 z015-08- l • . ' 19 5 a_g led_odf Created by Independent Third Party:Yes 12231.6 Select Serles Beaded Siding and Be�ded 6.5 Conflguration Lexington Series Beaded Ynyl S'�ding Limits of Uca Inataflatian Inatructions Approved Tor usc In HVN2:No FL12231 R2 II InsCailatfon Instructions Attachment Details Approved for use outefde HVHZ:Yes 2015-OS-21.odf �paet Reyls��No FL12232 R2 II Vinvl Sidlna Installatlon 2011.odf Oeaign Preseure:+N/A/-74 Verifled By:NTA,Inc. Other:Design pressure varlPs based on the in�allatlon Created by IndependentThird Party:Yes method.Please reFer bo the evaluatlon repart for the proper Ev�luatian Reports deslgn pressure based on the Installatlon. FL12231 R2 AE Evaluatlon Reoort STC111111-B ZD1�08- 19 Sealed.odf Created by Independer�t Third Party:Yes iZ231.7 Select Series Board and Batten and Board and Batten ConRguraHon Lexing6on Serles Board and Batten Vinyl Slding Llmka oi Use Installation Instrvetiona ApproYed for use ln HVH2:No FL77_231 R2 II ]nstallation Instructions Attachment Detalls Approved for use oublde HVH2:Yes 2015-o8-�i.ndf Impaet Resistant:No FL3 231 R2 Ii Vinvl Sidlnq Fnstallatlon 2011.odf Deafgn Pressure:+N/A/-50 VeHFled By:NTA,Inc. Other:Design pr�vre varies based on the Installation Created by Independent Third Party:Yes method.Please refer to the evaluatlan report for tlie proper Evaluation Repor� deslgn pressure based on the installatlon. FL12231 R2 AE Evaluatlon Reoort STCS11111-9 2015-OS- 19 Sealed.odf Croated by Independer�t Third Party:Yes 12231.8 7imbermlll D4,S7 ConfiguraUon Limit�of Use Installation Instruttiona Apptoved for use in HVHZ:NO FL12231 R2 II Snskallation]nstructlons Attadiment Details Approred for usa outside HVFIZi Y� �p15-08-21.udf Impaet Res9afant:Mo FL12231 R2 II Vinyl Sirling Tn.stallat)�n 2otl.�df D�sipn Prasnure:+N/A/-72 Verified By:NTA,Inc. Other.Desfpn prnssvre vari�based on the Installatlon Creabed 6y Independent Third Party:Yes method.Please refer to the evaluadon report for the proper Evalttatlon Reports d�sign pr�essure based on the Installation. �'2231 R2 AE Evaluatlon Reoo�SSCililii-B 2Di5-08- 19 Sealed��df Created by IndependentThird Party:Yes 12231.9 Timbermill Log Cabin Panel Slding Cabin Board(56.5)Configuratlon �imits of Use instatlation Inatructtons Approved tor use in HVHZ:No R12231 R2 II fnstallallon Instructions Attach ent Details Approved tor use outslde HVHL•Yes 2015-08-21.�df Impact Resistant:No F112231 R2 [I Vfnv{ Sldina_Instaliatlon 2011.odf Design Preasure:+N/A/-100 Verifled Hy:NTA,]nc. Other:Design pressure varfes based on the InstallaUon Created by Independent Th1rd Party:Yes method.Please refer to tlie evaluaHon report for the proper Evaluation Reports deslgn pressure based on the installation. FLi2231 R2 AE Eval�atlon Report STG111111-6 2015-OB- 1�Sealed.odf Created by IndependentThlyd Parly:Yes 12731.10 Timherrt1111 Vertital Slding DS Conflguratlon Llmits of Use Installation Inetruetions Appeoved for use In HVHZ:No FL12231 R2 II Installatlon Instructfons Attachment Detalls Approved for use outside HVHZ:Yes z015-08-2i.odf ImpaCt R�Sleta�No EL12231 R2 II Vinyl Sidina Installatfon 2011.Qdf Deslpn Pressuro:+N/A/-57 Verifiea 8y:NTA,Inc. Others 10"oc InM OSB sheathing Created by Independent Thlyd Party:Yes Eveluatian Reports FL12231 R2 AE Evaluatlon Report5"fCiiliii-8 2015-08- 19 Sealed.odf Created by Independent Thlyd Party:Yes 6edc Na�R Contad Us::1940 North Monme Stmet.Tallahassx FL 32399 Phm�e:850�87-1824 The S�te of FloHda Is an M/EEO employer.[oevrlaht 2007-2013 State oF Florlda.::Pmre�v statement::Accaai6Altv Statement:;RefunE Stateme+it Under Flortda law,mwll addrecsee ere pu6lic reoords.IT you do not want your rma�adMess teleased In response m a publk-remrtl�requesi,da nd send elnctmnk matl W this entiry.Insered,matea ehe offlce Dy phone m by tradBlonal med 11 you have afry questianc�please toMatt BSDAB7.1395.�vuesuant m S�alon 455.Y75 (1),florlda Smtu�,effeNve O[to6er 1,2012,Ilcenaees Iltansed untiv CAeptv 455,F.S.'mai provWe Me Department Mth an emall eddress if Mey�ave o�.The mmtis pmvldod may be used for offldal communkatlon with the licensee.Howav�emaN address��re pubik rc�d.ff you do not wis�to suppy a pasorel aGOress, pleeae provfde tlre Deparbne�rt with an ematl addrecs whlch csn be made avallaEle m Ne Dublk.To dvtertnlne If you are a liomsee under CFwpter 455,F,S.,pleese c9ck�,. " ' � ProdudApproval ACo�pea � �� seCUtiNmr.tx¢s , + r �. � Installation Instructions: Attachment Details Tabte 1:Ailowab�Presaurea'�' Auowable Pressaro'x IPst1 Additlona!Product TYA1�+�� , a Product Nartre �m� Pratee Thk:knes6 Natls Steples pn.} 1s-oo 1s"oc b-oa 1s'oa 6"oc Pro Pdde — OLt.S oA38 76 744 � '160 49 psF,12'oc fnto OSB DuraSpan Prosp�n Premlum � O.�fl Shealhing w (rutiaal applteation) Pfoneer T4 37 psf.1Y oc tnto OSB — — sheathing AIpInB Ridge or �'DL4 120 — i70 78 — Felrf�eld Rldgaview 0.044 ^ 05,DLS 69 — 122 59 Beaded S1din0 Lextngbon SeHOs �� 0.044 74 — --- — — Select Series Board LexinHton 3erle� 8o�rd and 9.048 54 — — 45 — and Balten Board and Batten Betten Splegel Grova or D4,01.4, .�� — HadwarCreat 0lddison Melghts or Df..d.5,D5, 0.040 74 — 17A �� SawmRl DL.$T3.33 D4,DU 120 — 970 78 -- Qak Harbor B��l or Q.�a Town S4uarc DL4.5,D'.i, �� 58 — 122 59 — Cabin Tlmbermlil Log ` gQp� 0.042 100 — — -- — Cabin Penet (S6.6� D4 1U0 — — — -' Timbermiti --- 0.042 S7 72 — 132 — — ', Tlmb�rmtll _, p5 0.042 �psf,10'ao Into OSB � — (v�tical appllcatinn) g��9 NlovraDie pressura determined In accardance wqh AS7M D3679-09a. AcCordingly.aAowa6le test pressures were ralcufated usmg the tolbwing equation:pP�P/(0.36x 1_5��re R�1�$VE��Dfl 818IfQ iffit PI�S9UIC. 'Nlawrable Qressure applfes to the sTding only.The Etrength oi tha struoWtal sheath3n8,framing,and the withdrawal strength o}!he spedfied cartnedors tn Ihe strucm�a!fremheg must be designed In axordance witlt ac�eepted enginegdng praettce by a reglster�design proFosslona�. 'Reter to Sedion 5.4 for(astener requirements and reTerenc:ed test reporlstar addftlorcal de2ai)s oifnstatlaflon. 'Seaond value is for OnuWe Stspled at ifi'oc. � • � � � 1. The product Illu5trated satis6ea the requiremenfa for the Florida Budding Code Fifth Ed�ion(2014)NOT InGuding HVHZ 2. The Installation drawings depided are in ecxorciance with the Florida Buitding Cade and the manufacture's installation requ�ements. 3. The pr�ucts must be fnatalled over a minimum 7/18'waod structural panel sheathing(Ptywood or OSB)with sn approved weather resistive barrler placed under the slding 4. Flashing must be Irts�ped as necessary et all openings,penetretions or abutments of disstmilar meterials as ' required by the Building Code. 5. Wond framing ir�stallations are assumed to be 2X S-P-F(G=D.42)or denser.For fnstallatfon into wood framing use 1-1/2"long 11 Gauge r+ooflr�g rmils or 7/9B'X 1-1lY long X 16 geuge staples 6. The fastener must 6e able to peneUate not less that�/.inch into the iraming or fuRing.A 1/16 to 1/32-Inch space shap be between the fastener head(nail or staple)and the feoe af the vinyl nalling hem,so aa ndt ta restrid movement due to expansion and contraction. 7. Corrosive resistant fasGeners shall be used. � < i � � ., � 1Na!{W�dtk� --....---__. .. � -- I _ +��."i"�°�o �� I — .4.'.OL � ::C�:. _ �/'(R OGD�IEQIIfb � — �R2i'--- w:�:'� ��_:r:^.., ��L_=,_' �� 7/18'L'NF/RItlWO �lN�OI --_ —`�^ �PLYRC�OD cR�8} � Walllipght =_ �_ w�n�ewa� +�nm s�o�t+o vrrn.sa�+c F(A5�S7�F� bWR OH FIpC 1) I S SEiCI1DN B-B , R� �"` SME CREST. WC. "'r� �.r�n.r.c .. '� 1�ii N Y� ~6��1i•Of I «... YiNYL SIDING ''a' 16 Rilllm�� 4 iOl 1 iC w � �pl�6W m- a.;.- _,e p��/\o�p,{ tL.! ' _ '�i, . ../_ —V . . Y '�t},r ' _ _ `.�=�r r� . , � •.f ��- 1 �� 9i r' _ City of Zephyrhills ,�� BUILDING PLAN REVIEW CONIlVIENTS l Contractor/Homeowner: Date Received: �- 27--�� Site: 2 < Pemut Type: �Qi��D�-� � -�- Approved w/no comments:0 Approved w/the below comments:� Denied w/the below comments: O `�. ( � � � .� ;�. f � �' �� J This comment sheet shall be kept with the pemut and/or p . � Kalvin Switzer-Plans Examiner Date Contrac r and/or Homeo ner � (Req ed when comm ts are present) Florida Building Code Online Page 1 of 2 A_ �_ # .t`riz't' ..E u •i. ..y _ - �,�� - - --�- � � • , — e �' - . up i�K� e` � � _ �. �: "�� — : �--- ---��- a._=i'_ ' _ '' _ _ _ R'.. ' _ �.,��,,.'' L�' � :' �' Y ,y r �p��(�tcf B0.5 Home i I.oC In ;User AeQistration I FiotToDta�i Subrtmt Surd�a'ge I Sta6 Q Fac[s Publlretmr�s� FBC Sbff� DQS 9m MaP•` unls 4 SeaRh.`�. BUSI�IQS �. ' Professi � 1 �use dR P��rovel Regulation � BnALt!Acorm�ul Menu�Prcduct or aonliation seerch>Acdlwtlon lht>Ap�ltatlan oN!& � '�':��.'�=�•+ ! L�� , , R# FL7561-R3 - � Apptlpdon Type Revlslon Code Verslon 2014 Appll�atlon Status Approved Comments Archfvtd �: Product Manufacturer Eltte Aluminum Corporatlon , Address/Phone/Emall 4650 Lyons Technology Parkvray Coconut Creek,FL 33073 (954)949-3200 dk@ doldmeng Ineering.net AuthoHzed Signature Do Kim dk@doldmengineering.net Technical Reprnsentadve Dan Cooke Address/Phone/Emall 1801 MW 64th Street Ft.Lauderdale,FL 33309 (954)491-3700 elltealum�Daol.com �Quality AssurarKe Representative Addrtss/Phane/Email GateBory Roofing Subcategory Products]ntroduced as a Result of New TechnoloQy Complfence Method Evaluatlan Report from a Florida Reglsbered Arch(tect or a uaensed Florida Prof�esslonal Engineer i� Evaluadon Report-Hardcopy Recelved Florida Englneer or Ard�ltect Name who developed Do Kim,P.E. the EvaluaUon Report ' Flarlde License pE-49497 Quality Assurance Entlty Quality Auditlng-Insdtute Ltd. Quality f�SSUrante Contract 6cpiratlon Date 11/30/2020 IValfdated By ]ames L Buckner,P.E.at CBUCK Engineering �� Validadon Checklist-Hardcopy Re�eived I Certiflcate of Independence FL7561 R3 COI Cert of Indeoendence.odf Referenced Standard and Year{of Standard) I� EquFvalence oF Product Standards i CertiHed By I � Sectlons frnm the Code 1709.2 https://www.floridabuilding.orglpr/pr_app_dfl.aspx?param=wGEVXQwtDqsqJkzX72Beu... 1/27/2016 Florida Building Code Online Page 2 of 2 i � - I Product Approval Metl�od Method 2 Opuon e Date Submitted 04/30/2015 Date Valldated OS/01/2015 . Date Pending FBC Approval OS/10/2015 Datp Approved 06/7�/2015 Summe of Praduets FL tF Model,Numher or Name Deacription I 7561.1 Aluminum/Aluminum Composiba 3"/4y6'x0.D24°xilb EPS Composite Panel, Parrels 3'y4"/6'x0.D32xilb EPS Composite Panel, 3'y4°/6"x0.024°x21b EPS Comp�ite Panel, 3"/4°/6"xD.030°x21b EPS Composite Panel, � Llmlta o}Use Installation InatrueNoni Approved for use in HVHL•Yes H_7561 R3 II Elfte R7561-R3 2014 FBC Installadort dpproved tor use outsldc HVFIL•Yes pwo.odf Lnpoct ReslstaM:No Verified 8y:Dn Klm,P.E.PE 49497 Des�pn Pressure:+80/-80 G'Bdted by Independent Thifd Pa1'ty:Yes Other.]n HVHZ,not to be used In�ructures cansiderod Evduation Reports living areas per FBC Sectian 1616 unless impact protectlon FL7561 R3 f+E Hite Alum FL7561-R3 2014 FB� is provld�l.See lnstallaGon drawing for nominal allowable Evaivarion.odf deslgn pnessvres and Spans. Gteated by[ndependent Third Party:Yes Back Nert GaMea tk;;i�0 NeRh Mm1Moe StnlT-TF111ahnssP.e ��phenl:950-487-1924 The Ste4 ot Florma Is an A0.)EED employef.Cowrloht 20U7-2013 SYa�of RoAda.::p�::�::Rehnd SmtwmeM Undar F7o�a law,emvll addrcssns ere publ'e records�d'you do mt want your e�mall addreg relesse0 in respo�e bo a puDlio-rtcocds req�t,do nat Sa�d e�eoronk mall to this entlty.lnst�d,mnbd Me aPfice by pho�or Ey tredmenel mal.[f you Nve erry quesFrons,pl¢ase aMut 850.487.i395.•Purswnt w Sectlon�55.275(1),Ror�Statutes,etfeNve Otio6ar 1,Z012,Ikznseas Iloensed under[hapter 455,F.S.m�st prwlde tbe Deparhnent wltb an amell oddr¢�Ii th�y tuve mro.'I�a emails pro+rlded mry be�}br altidal oemmWotlon wlth tl�e 6�nsne.Howsver ema0 addresses�ro publfc eemtd.[}yau dn rtM wlsh[n apply e peremal eddre�,pleese ptovlde p�e D�ya'bnent wIM en em7ti e0press xhldi cen CO mEOe evafUbk t0 d�e DubPG To dttertn4rc If you e�e e Ikereee u�der Cha0tv455.FS..Pleeee dsckpgm, PIpQYCt App191ti1 AW�pZYi ��.�■ sccuritrsstriura � � I �Ihttps://www.floridabuilding.org/pr/pr app_dtl.aspx?pazam=wGEVXQwtDqsqJk7�72Beu... 1/27/2016 �- >� ;a ELITE PANEL SPAN TABLES: i. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate Ioads (psP). � 3' x 0.024 x 1 - LB EPS PAPlELS 3' x 0.032 x 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS D O KI M (ALL�WABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) CALLOWAHLE CLEAR SPAN CFIARTS) CALLOWABLE CLEAR SPAN CHARTS) s,qesao�qrea,��a NE7 MAX ALL04A9LE SPAtd CFT) NET MAX.ALLAWAHI�E SPAN(F7) NET MA7f.ALLOMABIE SPAN CFT? N� 'MNx.ALLOHABLE SPAN fFT) CDNHULTINQ p��pWpg� ALLONAHLE AlLO�dAHLE �� 9TRU CTIJ RAL LDAD CYSF L/60 L/120 L/]80 L/2�D LDA� CPSFY V80 L/12D L/180 L/240 I-DAD �SF)� V8D VIPD VIBO L/2�0 L�RD CPSF) L/BO L/L2D L/18f1 V2�0 ENOINEERB > >sua iuo io � m �s •s v.ea ro e a �an �o�v r eu c �sas e� v e reei aa 3D 70. 7A1 fi60 37 SM6 iL21 936 Y 1680 B�6 3� 37.93 ]75Y L7.7d ilE9 POBQK W67D 40 9 9P2 4fA La3 � 9 E LG' 9� 9 1W 2 40 �6�1 ][�S E9 lYvpqPLS�T7! 90 &1 7.79 W 50 091 90 157� Cl1E f¢m 7Y6M1a16efA9f9 7� n9g 7 6� 167 6u 52 7D L8 1 - - "!0 9 � - 70 1 &62 70 13SS 12i6 �6 � Re�/o O89[II 0ll W Y. - ' 80 I¢2 - 7E16 IU3 G7E L6u ' ' A m IPP1�POVALFDRnmouC� 4' x 0.024 x 1 - LB EPS PANELS 4' x 0,032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0,03D x 2 - LB EPS PANELS ��,��u CAL�OWABLE CLEAR SPAN CHARTS> (ALL�WABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a�ew�wfcm+orm �T MA%.RLLOWASLE SPAN<Ffl �T MAX.ALLOVqBLE SPAN(FT) �T NAX.ALLOWABLE SPAN (Fn �T MAX. ALLOWABLE SPAN (FT> e 10tl�0°°�A��"� ALLOVABLE AILWABLE ALLOdABLE ALLOWABL °^ LOAD tPSFJ� L/BO L/120 V1� l/24D L�A➢ (PSFJt L/SD L/120 V180 L/240 L�AD (PSF� L/80 V120 V160 L/24D LORD<PSF) V80 L/12D L/160 V24D e m"u�irmnu � 1RG0 1TG0 1 t0 30 E6S0 2R11 1921 10 21D7 21.7 10 2�57 C417 E�A7 ♦7 17L1 1]A1 1]ID PL 6L 72 SlA9 19.'l� l677 1 EI 23b� �la C3�1 �]3 � ] IPS� IEbE U38 30 I 7D 1 7 SS � y�y� ggp 1� IC17 &74 �0 3 4 10 2151 051 2419 1&R 90 99 i SU DD 13. Sa 30 S1�16 � 1P13 W ffiu CWS 1888 16B0 fo 7'JS 364 3U 7J0 1 80 IS% LS% 1 ,9 fi0 7 71.70 � O e o� �o �z,w - tt7s asa �ae �e � � m u� - w iavs e.» u - eo asa ss w i i�2 wn� >- a Z 6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANEIS 6' x O,U24 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS '„o �� CALLOWABLE CLEAR SPAN CHARTS) (ALL�WABLE CLEAR SPAN CHARTS) <ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) �a� ��o ALLOVA B L E �x.ALLWABLE SPAN(FT) ALLQ�AH� MA%,ALLOVAHLE SPAN CFn pLLONABIE MpX.nLLOVABLE SPA N CFT) ALLO ABL� �X' A L L O V A B L E S P A N(F T) �,�� o g a LDAD CPSF) L/80 V]20 L/180 L/Z4D L�AD CPSf�� L/80 L/120 L/160 L/2�� LOA➢ �SF)� �/80 L/120 L/1B0 L/240 LOAD (PSF) L/80 L/120 L/IBO L/�40 E.c� V�w �n e3m az� eu� io am eua e�a � ea�a eaeo ewo , e�.a� eaoo � � tens IeuS �en 2o EA31 e321 nte et e ao zu ze •E�U 1517 1513 I 30 d69 1A�E 17S 3 28�7 30 �.91 82.91 PZS9 21ffi 3 bC�7 U-F 0 LRJ� IL31 t31� N e 11l@ 13.HE 11 1 6.13 t0 f0 22Y! Z�7 HHS �HS a p C dS�� 9p 2 IPSI 12.1� 1R91 9C 17. 16bE 5� EQ�9 IA07 � 19.86 $j� d� 11l T &13 fi0 �8 16W IE22 7.13 2 17. 60 CLL� 2092 ELL�6 l �(� 0 Q 7p loA{ 1 44 Sf3 70 17.1 W 9.32 1P2 7o IA 1B.T9 t 77 21.11 E0.11 IA61 I�.HI W (� fS W g,g �,9� 5,�� a.{] D 1SR �2 BO 18a� 1 19A� lRH7 16EB � G. O ui GENERAI.TIOlES sEw.�n�i vtTx � !. Campaaik panefe shpll Ee mnstemted mi�g qrpa 3003-H154 dmnimun faoings,l oR P�F A57'M G57a o��penta hrend 8P3 cwin+w�cuumae edltoa W alomimcn faoinga wilh Nhlwr�CMmin12D20D ISO grip.F�6du�ion W ba by FYite pm�cl p�rcta enly in '�' �ccordanea whh epprovcd�ibriwtion me�hodv. O O O O O O O O 0 O o"'""��` °"� 2. Elhe roof pmels main�ein�UI.1715(Gd)elavs'B'(ut)ming and wv NER-501�pmvuL )O O O O�O O O O O� craamoen une 3. TM spteification hos 6an dalgned�d almll be fa6riated in aecocd.na with the ts�oitammb o�lha F7ueida Bulid'mg Code n n n sr.uF: �aov�r S°Edition(FHG�,cm�oaite p�rcels camplp v+lth Chapa 7 Scclian 7Z0,Chapter 6 Scdion 803,Clase A imcrim fini�h,md . '"°� Clupler2bSe�im2603.A111uni6uildmg<ade�mendmeMsshallb¢e�Watmqniea�d tNrcaock�w�omnsT_rnmr aP7[waL O Y. �' �. The des�nc slrll derermlre by eccepted mgiteedn8 plectiee�he dlowablelaads tbr�te spal4elo�emdWare(Ircludiug �r� p ec DRP O `C��g A load wmbifmfiam)using the dut�Bom the allmweble loede ubla ard opure fn�his eppraval, s� 4'wut�ID7H n+iuKocutttc F",l S. Dellection limits wd alloxvbk luvo been liated[o mat FHC ineludm tde HVE37..]n}iVF1Z,thla prodict sFall be oxd P�L N4•/FT AID!SL�k7 R� 8 � oo°o°o°o°o�o 0 0 o M`� E in�tru�lurea`4atta6ecomidemlliviagu�s"perSeUion1616w1ashnput�sisMRe'aiaeeordaneetotMHVFTl oo�o°o°o°o° a� �e��e� o°o°o°o � �equlmmenla�emet. o 0 6. 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Drawi�No.-FL-10D7 10,PnrclawiththnbeamashallbernmidertJequfveleNtoeimilarpmd5wi�outknbnms Dai@�ptoPossloimVmaYh�elude EP5 ROOF PANEI./SPAN DE3CRIPTION thc etRn h of the f�6com m ezaed s wn(i m of IAc Inee�in at�EEr t�t I HEREBY CERTIFY THAT I HAVE 4X4 P.T.AND BOLT OPTION: TYPE 1 STANDARD ALUMINUM MAXI-RAIL DESIGNED REVIEWED THIS PLAN AND FOUND IT P.T.2X6 PERIMETER JOIST FASTENED TO TO WITHSTAND 200LBS OF LATERAL LOAD TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 5TH EDITION(2014) P.T.4X4 POSTS W/(2)3/80STEEL BOLTS RESIDENTIAL AND EXISTING HANDRAIL ATTACHED AT EACH PICKET W/ (2) #10x3/4" CORROSION RESISTANT SCREWS WOOD PLATFORM PLAN PICKET SIZE AND SPACING SHALL NOT ALLOW \ _-iL HOST STRUCTURE PASSAGE OF A SPHERE 4" IN DIAMETER PER FBC R312 5'O.C.MAX. P.T.2X6 FLOOR JOISTS @ 16"O.C.FASTENED / - TRIANGULAR OPENING SUCH THAT A „ + TO P.T.PERIMETER JOISTS W/SIMPSON LUS-26 6" DIA. SPHERE WILL NOT PASS f 6 4 X4 P.T. o OR EQUIVALENT,BOTH ENDS PER FBC R312 EXCEPTION / WD.POST FASTEN WOOD DECK PLANKING W/8d GALV. o NAILS,2 PER BOARD @ EVERY JOIST - ¢ NEWEL POST FOR COMPOSITE DECK PLANKING USE M z TYPICAL #10 X 2"SCREWS,2 PER BOARD @ EVERY JOIST F SIMPSON ABU44 OR EQUIV PROFESSIONAL ENGINEER SEAL . W/1/z"WEDGE ANCHOR 2 ENGINEER OF RECORD: 3"EMBEDMENT(2000#UPLIFT) POST OPTION: (3)2X4 P.T.NAILED TOGETHER o David W. Smith P.E. W/8d GALV.NAILS APPROX. X 4"O.C.AND 6 PER 2X6 JOISTS. zI FLORIDA LICENSE NUMBER:53608 POST CONNECTION TO CONCRETE SLAB FASTEN FLOOR JOISTS W/SIMPSON LUS HANGERS Thomas L. Hanson P.E. OR EQUIVALENT FLORIDA LICENSE NUMBER:38654 • 2X6 P.T.PERIMETER JOIST FASTEN TRPL.2X4 POST TO SLAB I, • NEWEL POST TOP AND BOTTOM RAIL EACH PICKET ATTACHED TO BOTTOM Jr. P.E.Mark Ronald Dunn, WITH 2"x2"x1/8"ANGLE FASTEN TO SLAB ATTACHED TO NEWEL POSTS RAIL W/ (2) #10 x 3/4" J W/(2)1/4"TAPCONS,2"EMBEDMENT. ° SEE "POST BASE OR STRUCTURAL POST PER PLAN CORROSION RESISTANT SCREWS FLORIDA LICENSE NUMBER:73968 FASTEN ANGLE TO POST CONNECTION DETAIL" WITH 1-1/2"x1-1/2"x3/16" W/(2)#10x2"LAG SCREWS. (3)2X4 COMBINATION POST ANGLE W/(2) EACH FLANGE #10x3/4" TEKs. Joel Falardeau P.E. ATTACHMENT TO BE AT UNDERSIDE OF RAILING FLORIDA LICENSE NUMBER:70667 RAILING/STEP DETAILS PER FBC FBC Plans&Engineering 5TH EDITION, 2014 - R311 .7 Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 NOTE: ALL BRICK DIMENSIONS ARE NOMINAL. Phone:(813)788-5314 MAXIMUM RISER HEIGHT: 7-3/4" Fax:1-(866)-824-7894 NOTE: ALUMINUM STURCTURAL RAILINGS OR TREAD DEPTH: 10,E MIN. Website:www.lhcplans.com C.O.A.-#29054 OTHER COMMERCIAL MANUFACTURED RAILING THAT MEET FLORIDA BUILDING CODE REQUIREMENTS AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER RISER HEIGHT = 7-3/4" MAX. MAY BE SUBS11TUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN. HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT DATE: DATE:02/10/2016 STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH FBC 5TH EDITION (2014) SECTIONS R311 AND R312 EXCEED 3/8" REVISION: TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) RO 1 04-18-2016 A NOSING NOT LESS THAN 3/4" AND NOT MORE THAN 1-1/4" RO 2 SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. R03 2"x2" ALUM. NEWEL POST NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN. OF 11 INCHES. R04 ATTACH STEPS TO CONCRETE ANGLES @ EACH PRE-MANUF. WELDED BASE, SLAB WITH 2"X2"X1/8"ANGLES CORNER(4) ATTACH PER MANUF. SPECS. 4"X48"X48" PRE CAST LANDING SECURED WITH 1/4"X2"TAPCON OR 3/8"0 SLEEVE ANCHOR, W/REBAR JOB NAME &ADDRESS: INTO BOTTOM FLANGE AND 3" MIN. EMBEDMENT (2)#10X1"SCREWS INTO FIBERGLASS 2" PRE CAST TREADS GRAND HORIZONS:LOT 309 TOP FLANGE • , STEPS W/REBAR 7902 KAY MARIE AVENUE 4"X4"X16" PRE CAST SPLIT EIIIIITi H°• '' BRICKS, MORTARED ZEPHYRHILLS.FL 33541 4" CONC. SLAB ALTERNATIVE: CONTRACTOR: FIBERGLASS STEP ATTACHMENT •' IVI' Y /-;: B&H CONSTRUCTION POST BASE CONNECTION DETAIL TYPICAL STEPS WITH PRE CAST TREADS AND LANDING STEPS&ALUM.RAILING W/WOOD PLATFORM 4"x9"X0.060" MIN. 2"X 1 0"XO.O6O" MIN. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN ALUM. RIDGE CAP FASTENED #12 TEKS W/1-1/4"O RECEIVING CHANNEL RECEIVING CHANNEL COMPLIANCE WITH ASCE 7-10 AND FBC 5TH W/#10x5/8" TEKS @ 12" O.C. NEO-WASHERS @ 8" O.C. FASTEN RECEVING CHANNEL DBL. 2x4 EDITION(2014)RESIDENTIAL AND EXISTING (USE SCREW LENGTH EQUAL TO COMP. TO POST WITH #12x3/4" TEKS, TOP PLATE / PANEL THICKNESS PLUS (1) INCH MIN.) DBL.2x9 SMB . 1 PER INCH OF BEAM HEIGHT, 2x10 SMB RIDGE BEAM STAGGERED CARRIER BEAM FASTEN RECEVING CHANNEL ii mD FASTEN BEAM TO RECEIVING i/ \ Cn c° FASTEN WALL WITH 1/4"0x2" CHANNEL WITH #10x3/4" TEKS, m z INCHES OF FASTEN BEAM TO RECEIVING a LAG SCREWS, 1 PER 2 N CHANNEL WITH #10x3/4" TEKS, co W BEAM HEIGHT ooMPo SIiFRooF ;::: 1 PER INCH OF BEAM HEIGHT, Y 1 PER INCH OF BEAM HEIGHT, N o :•.•::;:;:'''" STAGGERED, BOTH SIDES STAGGERED, BOTH SIDES `n : !{ SIDE VIEW !( DBL. RIDGE BEAM CARRIER BEAM I I TO KING STUD TO WOOD WALL I m � `o m FASTEN KING STUD TO RECEIVING MIN. N? CHANNEL WITH (6) #1 Ox3/4" TEKS, PROFESSIONAL ENGINEER SEAL / RECEIVING CHANNEL STAGGERED, BOTH SIDES ENGINEER OF RECORD: 2x10 SMB FASTEN RECEVING CHANNEL David W. Smith P.E. CARRIER BEAM TO BEAM WITH (6) #10x3/4" TEKS, FLORIDA LICENSE NUMBER:53608 ' STAGGERED KING STUD FASTEN REC. CHANNEL HEADER TO Thomas L. Hanson P.E. #12x3/4" TEKS @ 24" O.C. -- TO CARRIER BEAM FASCIA WITH 1/2"x2" LAG SCREWS @ (2) ROWS STAGGERED TOP DBL. 2x9 SMB 24" O.C., 2 ROWS STAGGERED. STRIP FLORIDA LICENSE NUMBER:38654 AND BOTTOM AS SHOWN RIDGE BEAM SEALANT BETWEEN FACIA AND REC. CHANNEL. CONTINUOUS ALUM. FLASHING UNDER DRIP FASTEN COMPOSITE PANEL TO RIDGE EDGE ON EX. HOME FASCIA ATTACHED TO 2x6 SMB KING STUD \ BEAM WITH #12 TEKS WITH 1-1/4"0 COMPOSITE ROOF W/#8x1/2" Mark Ronald Dunn,Jr. P.E. NEO-WASHERS @ 8" O.C. (USE SCREW CORR. RESIST. SCREW 12" ON CENTER FLORIDA LICENSE NUMBER:73968 LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS (1) INCH MIN.) HOST STRUCTURE ROOF Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 3/12 PITCH DBL. 2x9 SMB RIDGE BEAM COMPOSITE PANEL ROOF % II / II FBC Plans &Engineering 2x6 SMB Services, Inc. KING STUD 2x6 SMB I 6272 Abbott Station Drive Unit 101 KING STUD II Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 ____________________________________________ II ___ 2x10 SMB CARRIER BEAM Website:www.fbcplans.com DBL 2x4 C.O.A.-#29054 TOP PLATE 2x6 SMB EXISTING WALL STUDS NP• CARRIER BEAM AND SHEATHING GARAGE/DWELLING SEPARATION DATE: 02/10/2016 INTERIOR OF GARAGE GARAGES SHALL BE SEPARATED FROM REVISION: DATE: THE ADJACENT DWELLING UNIT WALLS BY �' FASTEN 2X4 TO EXIST. HOST WALL J 1/2" GWB PER R302.6. RO 1 04-18-2016 Q W/#10X4" SCREWS @ 16" O.C. Q 1-3/8" MIN. SOLID-CORE WOOD OR STEEL +, AFTER GYPUM IS APPLIED REMOVE EXISTING SIDING DOOR (20 MIN. FIRE RATING) PER R302.5.1 R02 w o TO APPLY DRYWALL R03 a, v—i m EXIST. MOBILE HOME F TYPE X 1/2" DRYWALL R04 a APPLIED TMOBILE OUTSIDE OF LL PROJECT ADDRESS: X vEXISTING FLOOR FRAMING EXISTING HOME WALL N F.F. MOBILE HOME GRAND HORIZONS: LOT 309 NOTE: IF IN FLOOD ZONE 7902 KAY MARIE AVENUE DRYWALL IS FIBERGLASS MATT ZEPHYRHILLS, FL 33541 GYPSUM, "GOLD BOND eXP" FIRESHIELD OR EQUIV. THAT MEETS KNEEWALL - P.T. 2x4 @ 16" O.C., CONTRACTOR: FEMA CLASS 4 MAT'L RATING. 2x4 P.T. BASE PLATE AND 1/2" w DRYWALL OVER TYVEK AND 1/2" a B & H CONSTRUCTION, INC. P.T. CDX SHEATHING > ----------------------------------- CONCRETE SLAB TREATED WOOD MUST BE USED BELOW BASE FLOOD ELEVATION GARAGE 22' I --------� 4TH WALL 4TH WALL FRAMING INTERIOR GARAGE WALL SECTION GARAGE/ DWELLING SEPARATION • I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT PRODUCT APPROVAL CODE CHART TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 5TH EDITION(2014) STRUCTURAL COMPONENTS RESIDENTIAL AND EXISTING SIMPSON SP1/SP2 FL10456 SIMPSON H10A FL11478 ALL CONNECTORS AND FASTENERS 2X4 SIMPSON DSP FL10456 IN CONTACT W/TREATED WOOD FRAMING PER SIMPSON SPH FL10456 SHALL BE ZINC COATED GALVANIZED SIMPSON ABU/ABW FL10849 STEEL OR SIMPSON 'ZMAX' SITE SPECIFIC DRAWING SIMPSON LSTA/MSTA FL10852 SIMPSON CS16 FL10852 SIMPSON HTT5 FL13872.17 ,Z ( ' C PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. HEADERS SPAN JACK O BEARING WALL SIZE 'W' STUDS FLORIDA LICENSE NUMBER:53608 SUPPORTING (2) 2"x4" 4'-4" 1 ALUM. PAN ROOF 2 2"x6" 6'-4" 1 Thomas L. Hanson P.E. (2) 2"x8" 8'-O" 1 SP2 OR H2.5T FLORIDA LICENSE NUMBER:38654 (2) 2"x1O" 9'-6" 2 12 FASTEN COMPOSITE PANEL TO TOP PLATE NOTE: VINYL SIDING MUST BE INSTALLED (2) 2"x12" 11 -6" 2 WITH 1/40 GALV. LAG SCREW WITH 1-1/2"0 1/2 DBL. HEADERS W/J" PLWD. SPACER, GLUED & NEO-WASHER ® 8" O.C. WITH 1-1/2" EMBEDMENT OVER A MINIMUM 7/16" Mark Ronald Dunn,Jr. P.E. NAILED W/16d NAILS O 24" O.C. (2 ROWS WOOD STRUCTURAL PANEL SHEATHING FLORIDA LICENSE NUMBER:73968 STAGGERED) (PLYWOOD OR OSB) WITH AN APPROVED DBL 2X TOP PLATE (ONLY NON-TREATED WEATHER RESISTIVE BARRIER PLACED WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE UNDER THE SIDING. 2X CRIPPLES ® 16" O.C. IMPERVIOUS MOISTURE BARRIER) DBL. 2X HEADER WITH 1/2" PLYWD. SPACER 2X BLOCKING FOR PANEL SPLICE WHERE FBC Plans&Engineering DBL 2X HDR. W/1/2" CDX OVER WINDOWS/DOORS. SEE HEADER TABLE WALL HT. EXCEEDS PANEL LENGTH Services, Inc. PER TABLE 6272 Abbott Station Drive Unit 101 INSTALL WINDOWS PER MANUF.— ' Zephyrhills,fl.33542 INSTALLATION INSTRUCTIONS WALL PANELS (PLYWOOD) NAILING NOTE: Phone:(813)788-5314 1/2" P.T. PLWD., MIN. 2' HIGH NAIL 8d NAILS 6" O.C. Q EDGES & 12" O.C. IN Fax:1-(866)-824-7894 SIMPSON LSTA OR EQUIV. AT (NON-P.T. OR OSB ALLOWED ABOVE 2') FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM Website:www.fbcplans.com THIS LOCATION SHEATHING SHALL OVERLAP BOTTOM AND PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP C.O.A.-#29054 TOP PLATES. COVER WITH APPROVED BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED WEATHER RESISTANT BARRIER SUCH AS A PER MFG.'S SPECIFICATIONS. POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP 2X JACK, SEE TABLE VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. TO BOTTOM PLATE (8' DATE:0" OR LESS) SIMPSON STUD02/10/2016 ATTACH JACK TO CONT. STUD W/16d NAILS ® 24" O.C. 2X P.T. WOOD STUDS ® 16" O.C. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER REVISION: 2X P.T. BASE PLATE PANEL NAILING NOTE. RO 1 04-18-2016 INSTALL WINDOWS/DOORS IN 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON 802 OPENING PER MANUF. CORNERS, 6" FROM OPENINGS AND 24" O.C. WITH 4" MIN. SP1 OR H4 STUD PLATE TIES ARE REQUIRED AT ALL STUDS. INSTALLATION INSTRUCTIONS EMBEDMENT AND 1-3/4" MIN. EDGE DISTANCE TYP. RO 3 SIMPSON DSP OR EQUIV. 4" 2500 PSI CONCRETE SLAB WITH 6"X6" #10 WWM RO 4 (OR FIBERMESH) OVER 6 MIL. POLY VAPOR BARRPER R318.7 GRADE N CONCRETE BELOW \y t /j /�/��/j OVERIER CLE N, COMPACEDGES TED, TERPED 6" MITE TREATED TAPED, PROJECT ADDRESS: GRADE PER R403.1 GRAND HORIZONS: LOT 309 7902 KAY MARIE AVENUE FRAMING FOR OPENINGS W/ HEADER ZEPHYRHILLS, FL 33541 2 #5 REBAR CONT. ON 3" HIGH CHAIRS 12" FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 & 81809.4. CONTRACTOR: WALL SECTION/DETAILS B & H CONSTRUCTION, INC. GARAGE WOOD WALL FRAMING ALUM. RIDGE CAP FASTEN COMPOSITE PANEL TO IHEREBYCERTIFYTHATIHAVE REVIEWED THIS PLAN AND FOUND IT W/#10x5/8" SMS TOP PLATE WITH 1/4"ø GALV. LAG TO BE IN COMPLIANCE WITH ASCE 7-10 _ _ SCREW WITH 1-1/2"ø NEO-WASHER AND FBC STH EDITION(2014) 8" O.C. WITH 1-1/2" EMBEDMENT RESIDENTIAL AND EXISTING IEL ERDERS SIZE SPAN JACK RECEVING CHANN DBL. 2x4 SPRUCE ® BEARING WALL w' sru0s F• oMpas�T' : TOP PLATE ALUMP PANIROOF 1 ER000; \ DBL 2x9 SMB 2 2"xs" 6'-4" 1 RIDGE BEAM xaSPRoc� Zk4Sp•'•. o FASTEN RECEVING CHANNEL (2) 2"x10" 9'-6" 2 " i opp6gRUCF I FASTEN DBL. 2x9 SMB RIDGE BEAM TO D TO WALL WITH 1/4"0x2" LAG (2) 2"x12" 11'-6" 2 SCREWS, 1 PER 2 INCHES RECEIVING CHANNEL WITH #10x3/4" (3) 2"x12" 18'-0" 3 w OF BEAM HEIGHT v V . TEKS, 1 PER INCH OF BEAM HEIGHT, v DBL. HEADERS W/}" PLWD. SPACER, GLUED & ° I STAGGERED, BOTH SIDES NAILED W/16d NAILS ® 24 O.C. (2 ROWS I I STAGGERED) i i X ALL CONNECTORS AND FASTENERS IN ° N CONTACT W/TREATED WOOD SHALL BE ZINC PROFESSIONAL ENGINEER SEAL #12x3/4" TEKS ® 24" O.C. COATED GALVANIZED STEEL OR SIMPSON ENGINEER OF RECORD: ° i� (2) ROWS STAGGERED TOP 'ZMAX' / AND BOTTOM AS SHOWN SIDE VIEW WALL PANELS (PLYWOOD) NAILING NOTE: DaV1CJ W. Smlth P.E. NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. DBL. 2x9 SMB "� , DBL. RIDGE BEAM IN FIELD. ROWS OF NAILS SHALL BE k" MIN. FLORIDA LICENSE NUMBER:53608 FROM PANEL EDGES. PLYWOOD SHEATHING RIDGE BEAM (4) 2x4 SPRUCE STUDS W/PLYWOOD TO WOOD WALL SHALL OVERLAP BOTH TOP & BOTTOM PLATES. SPACER NAILED W/16d'S © 12" O.C. ALL FASTENERS NAILED PER MFG.'S (2) SIMPSON LSTA15 ` EACH SIDE STAGGERED SPECIFICATIONS. Thomas L. Hanson P.E. FASTENED PER MFGRS. SPECS. FLORIDA LICENSE NUMBER:38654 SIMPSON SP2 OR H2.5T TYP. O EACH STUD FASTENED PER MFGRS. SPECS. Mark Ronald Dunn,Jr. P.E. 2x4 SPRUCE FLORIDA LICENSE NUMBER:73968 COMPOSITE PANEL ROOF CRIPPLE STUDS ® 16" O.C. OPTIONAL GARAGE DBL. 2x4 SPRUCE \ SIMSON LSTA STRAP DOOR OPENER Joel Falardeau P.E. TOP PLATE TYP. I OR EQUIV. TYP. FASTENED FLORIDA LICENSE NUMBER:70667 TOP PLATE PER MFGRS. SPECS. DBL 2x4 2X10 SMB JFBC Plans &Engineering Services, Inc. ATTACH DOOR TRACK TO HANGERS AND 6272 Abbott Station Drive Unit 101 DBL 2x4 2x10 SMB PER PLAN WITH 1/4" DIA. X 1" Zephyrhills,fl.33542 TOP PLATE TYP. BOLTS, NUTS AND WASHERS Phone:(813)788-5314 Fax:1-(866).824-7894 (3)SYP 2x12 HEADER WITH 1/2"PLYWOOD SPACERS Website:www.fbcplans.com C.O.A.-#29054 SIMPSON LSTA STRAPS OR SIMPSON SP1 OR H4 2x4 BASE SPRUCE EQUIV. TYP. © EA. STUD TO TYP. © EACH STUD BOTTOM PLATE. cn DATE: 02/10/2016 HEADER CONNECTION FASTENED PER MFGRS. NAILED TO 2x12 HEADER (3) SYP 2x12 +' a FASTENED PER MFGRS. SPECS. SPECS. 8d GALV. NAILS APPROX. HEADER WITH 1/2" 2x4 SYP JAMB ATTACH REVISION: DATE: . a, wo 8" O.C. 2 ROWS STAGERED W PLYWOOD SPACERS o BRACKET W/(3) 5/16"x1-5/8" RO 1 04-18-2016 cn WOOD LAG SCREW RO 2 (3) 2x4 P.T. a ALL GARAGE DOOR HARDWARE TO BE JACK STUDS TYP. RO 3 N N INSTALLED PER MFGRS SPECIFICATIONS ATTACH JACK STUDS-1 -1/2" CDX OR OSB RO 4 W/16d NAILS ® 24" O.C. TYP. STRUCTURAL SHEATHING 18'-3" FASTEN PER NOTE PROJECT ADDRESS: ATTACH TRACK BRACKET TO 2x4 SYP GRAND HORIZONS: LOT 309 JAMB. W/(1) 5/16"x1-5/8" WOOD 7902 KAY MARIE AVENUE LAG SCREW PER BRACKET ZEPHYRHILLS, FL 33541 I - _________________________________ CONTRACTOR: x4 P.T. BASE PLATE TYP. SIMPSON DSP, SSP, SPH OR EQUIV. AT EACH SIDE OF OPENING B & H CONSTRUCTION, INC. 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS, FASTENED PER MFGRS SPECS GRADE 12" FROM CORNERS, 6" FROM OPENINGS AND FRAMING FOR OVERHEAD DOOR OPENING GARAGE 24" O.C.W/ 4" MIN. EMBEDMENT AND 1-3/4" OVERHEAD DOOR FRAMING MIN. EDGE DISTANCE TYP. 22' OVERHEAD DOOR FRAMING 12" S.M.B. DEP11 S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED EXISTING APPROX "H" WALL "T" "N" SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN ROOF I COMPLIANCE WITH ASCE 7-10, FOR ALUMINUM FLASHING UNDER 4" .045" .06" 2 3 8" BOLTS, NUTS, WASHERS 1 720 LBS DRIP EDGE USE#8 X 1/2"CORROSION ° 5" .050" .06" (2) 3/8" BOLTS. NUTS, WASHERS 2.550 LBS FBC 5TH EDITION(2014) RESISTANT ALL PURPOSE SCREW ° 2"XH"SMB 6" .050" .06" 3 3 8" BOLTS, NUTS, WASHERS 2 550 LBS RESIDENTIAL&EXISTING --- r ° 7" .055" .06" (3) 3/8" BOLTS, NUTS, WASHERS 3.500 LBS ° 7" .055" .09" (3) 3/8" BOLTS, NUTS, WASHERS 3.600 LBS 7" .055" .125" 3 3/8" BOLTS, NUTS, WASHERS 4,500 LBS 8" 072 .06" (4) 3 8" BOLTS, NUTS, WASHERS 5 500 LBS .072" .09" (4) 3 8" BOLTS, NUTS, WASHERS 7 000 LBS HOST BEAM 2"X3"KNEE BRACE 8" .072 .125" (4) 3 8" BOLTS, NUTS, WASHERS 7 000 LBS ATTACH PANS TO HEADER CHANNEL (24"x24")-45 DEGREES 9" .072" W/(4) H SNS PER PAN MINIMUM .06" (4) 3/8" BOLTS, NUTS, WASHERS 7.000 LBS KNEE BRACE LOCATION 9" •072 .09" 4 3/8" BOLTS, NUTS, WASHERS 8.900 LBS PER SITE SPECIFIC 9" 082 .125" 4 3 8" BOLTS NUTS WASHERS 9 500 LBS FASTEN RECEIVING CHANNEL TO HOST DRAWING CONNECT KNEE BRACE TO 10" 092 .125" 4 3/8" BOLTS NUTS WASHERS 1 1 000LBS BEAM WITH 1/4"x2"LAG SCREWS @ 24"O.C., COLUMN/BEAM WITH.060"RECEIVING NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER �� 2 ROWS STAGGERED.STRIP SEALANT CHANNEL OR GUSSET PLATE SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED BETWEEN FASCIA AND RECEIVING CHANNEL FASTEN WITH(3)#10x3/4"TEKS t !/ ALUMINUM COLUMN AT EACH CONNECTION PT. �/ LOCATED PER PLAN 3" RISER PAN ROOF PROFESSIONAL ENGINEER SEAL CONNECTION TO MFG. HOST BEAM KNEE BRACE CONNECTION #10X3/4"HEX HD CORROSION RESISTANT -/ ENGINEER OF RECORD: METAL SCREW,WASHER AND SEAL APPROX. 4"O.C.MAX.AS SHOWN David W. Smith P.E. (4 SCREWS PER PAN AT ALL BEAMS) FLORIDA LICENSE NUMBER:53608 3"x12"ALUMINUM RISER PAN ROOF FL 16952-R1 OR EQUIV. FASTEN SMB TO RECEIVING ATTACH ALUMINUM BEAM TO WOOD CHANNEL W/#10x3/4"TEKS WALL WITH 1-3/4"x1-3/4"x.060 MIN. Thomas L. Hanson P.E. STAGGERED (1 SCREW/INCH OF BEAM HEIGHT'H') INTERNAL OR EXTERNAL U CHANNEL FLORIDA LICENSE NUMBER:38654 f IF , I, , ,F, , ,f, , ,,° ------------- 2"xH"ALUM.SMB • 2XH SMB b Mark Ronald Dunn,Jr. P.E. 2X SMB PER PLAN I. I o CONNECTION W/(N)PER CHART ABOVE • ------------- FASTEN INTERNAL OR EXTERNAL 3/8"THRU BOLTS,WASHERS AND NUTS FLORIDA LICENSE NUMBER:73968 Z CHANNEL TO STRUCTURAL WALL CORROSION RESISTANT TYPICAL FASTEN RECEIVING CHANNEL MEMBER WITH 1/4"0 x2"LAG SCREWS, TO SMB W/#10x3/4"TEKS, Q I PER 2 INCHES OF BEAM HEIGHT ALUMINUM COLUMN LOCATED PER PLAN ALUMINUM POST ofJoel Falardeau P.E. MIN.060 RECEIVING CHANNEL PER PLAN I SCREW PER INCH OF BEAM HEIGHT LL FLORIDA LICENSE NUMBER:70667 FASTENED TO POST W/#10x3/4"TEKS (1 SCREW/INCH OF BEAM HEIGHT'H') STAGGERED ROOF, POST AND BEAM CONNECTION DETAIL FBC Plans&Engineering BEAM TO POST CONNECTION BEAM TO WOOD WALL CONNECTION Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com FASTEN RISER PAN ROOF TO RIDGE 3"x0.125"HEADER ATTACHED BEAM WITH#10x3/4"TEKS WITH TO EACH RISER OF PAN ROOF 1-1/4"NEO WASHER,4 PER PAN WITH#12x3/4",12"O.C. ALUMINUM POSTS DATE: DATE:02/10/2016 FASTEN POST TO CONCRETE #10x5/8"TO ATTACH FLASHING WITH INTERNAL BASE AND (2)3/8"THRU BOLTS REVISION: TO ROOF PANEL @ 12"O.C. (4)3/8"CORROSION RESISTANT RO 1 04-18-2016 CONCRETE ANCHORS WITH 11 GA.INTERNAL ALUMINUM MIN.2-3/4"EMBEDMENT AND BASE PREDRILL VERTICAL RO 2 1-3/4"MIN.EDGE DISTANCE _ - FLANGES 3,RISER pPN 3 RISER P N RO 3 A aN {.•"�r RO 4 JOB NAME&ADDRESS: CONTINUOUS GRAND HORIZONS:LOT 309 (N)3/8"THRU BOLTS, � WASHERS AND NUTS I $'- 7902 KAY MARIE AVENUE PER CHART ZEPHYRHILLS,FL 33541 ALUMINUM POST/COLUMN PER PLAN TYPICAL FOOTER/SLAB, 3000 PSI CONC. W/FIBERMESH 2"x_"SMB RIDGE BEAM OVER CLEAN, COMPACTED, TERMITE TREATED SOIL PER PLAN POST TO FOOTER AND CONCRETE CONTRACTOR: ALUMINUM RISER PANS AT RIDGE CONNECTION SLAB CONNCTION B&H CONSTRUCTION ALUMINUM CARPORT/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 3"X.024"ALUM.RISER PAN ROOF 3"X.030"ALUM.RISER=ROOFFL 16952-R1 OR EQUIV. FL 16952-R1 OR EQUIV / �/Ll 1(Y flc 2X10 2X6 111 SMB 12 SMB PROFESSIONAL ENGINEER SEAL 2X6 M SMB M ENGINEER OF RECORD PROPOSED RAISED o 0 a, 2X6SM6 X COVERED PATIO x X David W. Smith P.E. PROPOSED M M MFG. x COVERED x x x MEG. ro FLORIDA LICENSE NUMBER:53608 a HOME X PATIO " °J HOME 1 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 sTucco Mark Ronald Dunn, Jr. 4"CONCRETE SLAB P.E. W/8"X8"FOOTER RAISED 4"CONCRETE SL B W/STEMWALL'FOOTER Y II FLORIDA LICENSE NUMBER:73968 10' 10' Joel Falardeau P.E. 10' 10' 20' 10' FLORIDA LICENSE NUMBER:70667 FBC Plans&Engineering REAR ELEVATION Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com 3"X.030"ALUM.RISER PAN ROOF 3"X.024"ALUM.RISER PAN ROOF 3"X.030"ALUM.RISER PAN ROOF C.O.A.-#29054 FL 16952-R1 OR EQUIV. FL 16952-R1 OR EQUIV. FL 16952-R1 OR EQUIV. ? 1-J r J r> >1 DATE: DATE:02/10/2016 2X10 SMB 2x6 DRAWN BY:J.LUCAS 2X6 SMB ,, REVISION: DATE: MEG. M a, a, MFG. HOME x o x x HOME RO1 04-18-2016 ff1Tf11 M M M x x � � llllll " M Roz M in — --. RO 3 '`-STUCCO�•y------ _';STUCCO}',`<y-.: RD 4 Y W/8"X8" OOTER T R4ISED 4"CONCRETES B /STEMWALL FOOTERI 4' a' JOB NAME&ADDRESS: ' 8' GRAND HORIZONS:LOT 309 7902 KAY MARIE AVENUE RIGHT SIDE ELEVATION ZEPHYRHILLS,FL 33541 LEFT SIDE ELEVATION RAISED COVERED PATIO COVERED PATIO W/RAISED COVERED PATIO SHOWN BEYOND CONTRACTOR: B&H CONSTRUCTION PLANS & ELEVATIONS 3OF3 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 , / 1 3"X.024"ALUM.RISER PAN ROOF 3"X.024"COMPOSITE PANEL ROOF FL 16952-R1 OR EQUIV. FL 7561-R3 OR EQUIV. 12 3(- PROFESSIONAL ENGINEER SEAL 2X3 KNEE BRACE 2xsx.o. ENGINEER OF RECORD (24"X 24")45°MIN. NON P.T.2X4 WOOD WALL David W. Smith P.E. TYPICAL OF 3 ABOVE GARAGE DOOR o W/VINYL SIDING FLORIDA LICENSE NUMBER:53608 x PROPOSED VPOSED m Thomas L. Hanson P.E. x CARPORT AGE h FLORIDA LICENSE NUMBER:38654 RHEAD DOOR ^+ _ .. . . Li Mark Ronald Dunn, Jr. 4"CONCRETE SLAB W/12X12"FOOTER P.E• 2' 2' FLORIDA LICENSE NUMBER:73968 22' 22' Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 FRONT ELEVATION FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com C.O.A.-#29054 3"X.024"COMPOSITE PANEL ROOF 3"X.024"ALUM.RISER PAN ROOF 3"X.024"COMPOSITE�ROOF FL 7561-R3 OR EQUIV. FL 16952-R1 OR EQUIV. FL 7561- — DATE: DATE:02/10/2016 -- --- — ---- - ------ - - ---- - -- I I I DRAWN BY:J.LUCAS MFG. ==zxsx.o82=__ —— — —" —"— — REVISION: DATE: ==2X9X.o82 . -- HOME — SMB=== _-- -- =-=2X9X.082 - -_ SMB===_ _ SMB- - RO 1 04-18-2016 IE �- WI -�--- o— —oII ssxsa W HOME RO 2_= x- =x— -- oP.T.2X4WDW M= _� mWING x x" -- 4"CO CRETE SLAB W/8"X8 FOOTER 4"CONCRETE SLAB W/12"X12"FOOTER JOB NAME&ADDRESS: T-4" 7_ __ 22' GRAND HORIZONS:LOT 309 22' 7902 KAY MARIE AVENUE RIGHT SIDE ELEVATION ZEPHYRHILLS,FL 33541 LEFT SIDE ELEVATION GARAGE CONTRACTOR: CARPORT W/GARAGE SHOWN BEYOND B&H CONSTRUCTION PLANS & ELEVATIONS 3OF3 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 40' 22' 29' 23' 6' P.T.2X4 3"X.024" V WOOD WALL COMPOSITE PANEL ROOF FL 7561-R3 OR EQUIV. 3"X 024". 8, a PROFESSIONAL ENGINEER SEAL ALUM.RISER PAN ROOF FL 16952-R1 OR EQUIV. m ENGINEER OF RECORD 36X54 David W. Smith P.E. 6" WINDOW WI� r------- FLORIDA LICENSE NUMBER:53608 P.T.2X4 WOOD WALL NON P.T.2X4 WOOD WALL Thomas L. Hanson P.E. I �'• w N O 1 I ABOVE GARAGE DOOR m+�p„ PROPOSED 00 Q O I 1 - I o FLORIDA LICENSE NUMBER:38654 + COVERED w I °s� PATIO o = Mark Ronald Dunn,Jr. I N f 2 PROPOSED M l LU I BRICK/CONCRETE STEPS N. P.E. I f LL W/ALUMINUM RAILING fI I DBL 2X9 RIDGE BEAM FLORIDA LICENSE NUMBER:73968 SLOPE PROPOSED BRICK/CONCRETE STEPS a �pO = N Joel Falardeau P.E. -- W W/ALUMINUM RAILING I v, 2X10 SMB h g Z j= > I FLORIDA LICENSE NUMBER:70667 l Q 2X6 KING STUD m I� 0 FBC Plans&Engineering s 0 PROPOSED X 10 I g } Services,Inc. b I w 0 GARAGE I z I Q 6272 Abbott Station Drive Unit 101 LU L------- Q Zephyrhills,fl.33542 , 2 C LL Phone:(813)788-5314 o I C > p Fax:1-(866)-824-7894 v g} f O I- I w v Email:erb@fbcplans.com + '0 V 0 Iw Website:www.fbcplans.com 3 .? Q 1' P.T.2X4 w Of 2X6 SMB =Q L.L WOOD WALL W Z C.O.A.-#29054 PROPOSED RAISED W z O U COVERED PATIO QFo DATE: DATE:02/10/2016 b ~ I l l l o1 f 1 1 (� DRAWN BY:J.LUCAS o^' de Q v Si +,, LL 0) Cl) (D REVISION: DATE: BRICK/CONCRETE N PROPOSED N N I }3 O = LANDING AND STEPS o 0 o N 2X6 SMB �� Z W/ALUMINUM RAILING X CARPORT X X N RO 1 04-18-2016 N i N N RO 2 3"X.030" SLOPE RO 4 o ALUM.RISER PAN ROOF FL 16952-R1 OR EQUIV. c JOB NAME&ADDRESS: sue GRAND HORIZONS:LOT 309 ----- I 7902 KAY MARIE AVENUE 7'14^ 7'4^ 7'4^ 6 w ZEPHYRHILLS,FL 33541 " 22' 3"X.024" 2X3 KNEE BRACE CONTRACTOR: ALUM.RISER PAN ROOF (24"X 24")45"MIN. FL 16952-R1 OR EQUIV. TYPICAL OF 3 B&H CONSTRUCTION PLAN VIEW PLANS & ELEVATIONS 2OF3 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& 40' 22' 29' J EXISTING BUILDING 23 6' 'I ' 4 ' fl I .• gam. :a ° a' I ° a. d ° e- a. ❑�F. a' .da4 e I ° .. a d ' d '4 O w 0 PROPOSED ,a a. d .I°. .° •° 4 d ° 4 V. d PROFESSIONAL ENGINEER SEAL BRICK/CONCRETE ° ° e' w z?� STEPS .. .d PROPOSED e. 4 v I .d _ - d'• •° ° a n ° 4"CONCRETE SLAB I- °°.. d . e a ENGINEER OF RECORD ° W/12"X12"FOOTER -.d' °' I y e .° a ° °' ° David W. Smith P.E. a C a a q. ° a•4 I ' ° q ° de ° a c a ° FLORIDA LICENSE NUMBER:53608 PROPOSED G d• d e '�—=---- 1 BRICK/CONCRETE 0 O e d e,d• .° .. ° -d° . I. I. STEPS = ° d°a ,: e ' ' :° .d ° 4E Thomas L. Hanson P.E. ,4 .� a• ° a , • d-I °- . "° °° ° '. FLORIDA LICENSE NUMBER:38654 M I: m I. d: :: d., a .° .. I ° d ❑�, a '. a • : ❑ LI Mark Ronald Dunn,Jr. gw eI .a. �_e_�__.a d. ° �J _ ° Ow ".d •. - a a•. d .. �� P.E. IS. - O I — --.—e --- --- °.. 1OO1 a ° 4 a - v .I a ❑wU 0 ' O Q a _ ° a ed ° a zz . . �z ° v FLORIDA LICENSE NUMBER:73968 d .•d d' a a •.a e .a ULI N I o C) I I L °. .. °d. ; ° ° d Joel Falardeau P.ES. . d a w w .a-� Z ° G ° C• :4 .a d d•• a .-e _ ° aG 4 < FLORIDA LICENSE NUMBER:70667 G e. I I ea < FBC Plans&Engineering a < ° a• 4 a.d a9 S . Services,Inc. I I 4 4 ° e ° 4 4 ° 6272 Abbott Station Drive Unit 101 Id• . l °• 4 ° .e ° d 4..v 4 . _ .. . 4 . Zephyrhills,0.33542 I a. I a :4 e.. d° :4 ° 1 Phone:(813)788-5314 L_----° " PROPOSED—N 4 4' ° a d ^ p. °' a -. Fax:1-(866)-824-7894 BRICK/CONCRETE . - a 4' 4 °, a ° a ' bI a Email:erb@fbcplans.com LANDING ANDSTEPS PROPOSED :4 . ° s d ° Website:www.fbcplans.com $ 4• a 4"CONCRETE SLAB . d ° - ..° 'e d a C.O.A.-#29054 ° 4 /.� d e °• d G a a •° e •4. ad'' .a ° .e•,.a '.4 .. da` 'e DATE: DATE:02/10/2016 ..° da4a DRAWN BY:J.LUCAS ------°—=— ---=— --- d. e °. REVISION: DATE: RO 1 04-18-2016 J RO 2 RO 3 FOUNDATION PLAN (1)#5 6'O.C.MAX.&EA.CORNER 4"3000PSI CONCRETE SLAB,FORMED AND RO 4 2'-0"MIN. POURED WITH BLOCK CELLS @ 6'O.C. 8X8X16 CONCRETE BLOCKS JOB NAME&ADDRESS: 4 COURSE MAX.W/O ADDITIONAL REINFORCEMENT GRAND HORIZONS:LOT 309 2'•ABOVE ADJACENT SLABS / �.:'Y^�. .: _ �. _ OPTIONAL DECORATIVE 7902 KAY MARIE AVENUE T GRADE r ' 4"X4"X8"SPLIT BRICK OR STUCCO FINISH '�: L � .• : s / �4` (•,• .. / ZEPHYRHILLS,FL 33541 •�"' ' r•=•�'?��'.•- /\/ #5 VERT.REBAR IN 3000 PSI CONCRETE r CONC.BELOW GRADE ;� .;� ; FILLED CELLS @6 0 O.C.W/6"HOOK w/(1)#5 REBAR CONTINUOUS / .:... $ jjjj INTO FOOTING&2'HOOK INTO SLAB CONTRACTOR: ' (2)#5 REBAR CONT. GRADE B&H CONSTRUCTION ON 3"HIGH CHAIRS / TYPICAL FOOTER/SLAB,3000 PSI CONC.W/FIBERMESH I-.--12---I OVER CLEAN,COMPACTED,TERMITE TREATED SOIL " \ \ CARPORT FOOTER GARAGE FOOTER TYPICAL 8°x16°W/(2)#5S CONT.ONN 3HIGH CHAIRS. 300 PSI FOOC PLANS & ELEVATIONS RAISED CONCRETE SLAB W/STEMWALL FOOTER 1 OF.3 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 ASCE 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 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 GARAGE,CARPORT,COVERED PATIO,CONCRETE&STEPS i� 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE J�/ ( t BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. DESIGN DATA: 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 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 110 MPH OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: II AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: B 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 4. WIND O PROFESSIONAL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. SCREEN WALLS MWFRS): N/A CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL D SF ENGINEER OF RECORD: OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" COMPONENT&CLADDING PRESSURES: 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. ROOF: ZONE 1: 8.9 21.8 PSF, ZONE 3: 8.91-55.0PSF David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN / CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: WALLS: ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.1 PSF FLORIDA LICENSE NUMBER:53608 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 RECOMMENDATIONS. ASTM E 1300 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, 5: FOUNDATION PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL ASCE 7-10 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, Thomas L. Hanson P.E. AA ASM35,AND SPEC.FORALUMINUM PART 1-A,&1-B VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 6. SOLID ROOF TYPE: 3"X 0.024"ALUMINUM PAN ROOF,FL 16952-R1OR EQUIV. FLORIDA LICENSE NUMBER:38654 SPALLING OR OTHER DETERIORATION. 3"X 0.030"ALUMINUM PAN ROOF,FL 16952-R1OR EQUIV. ASTM C150 ASTM C33 B.MASONRY' 3"X 0.024"COMPOSITE PANEL ROOF,FL 7561-R3 OR EQUIV. ASTM C260 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 Mark Ronald Dunn,Jr. P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 TYPE FLORIDA LICENSE NUMBER:73968 M OR S MORTAR. ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 5TH 1 EDITION AL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2010 ALUMINUM DESIGN MANUAL Joel Falardeau P.E. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans&Engineering 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR Services,Inc. MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Zephy Abbott . 3in Drive Unit 101 0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD Zephyrhills,thins,fl.33542 2 x 2: 2"x 2"x 0.044" Phone:(813)788-5314 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Fax:1-(866)-824-7894 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" Website:www.fbcplans.coYn ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"X 4"X 0.050" FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, PREPARED BY THE ALUMINUM ASSOCIATION, 2 x 5: 2"x 5"x 0.050" NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY:J.LUCAS 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 DATE: 02/10/2016 WHERE ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:----------------------------------------1"x 2"X 0.Q40" ALLWORK SHALL COMPLY WITH 4. ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3: 1"x 3"x 0445" PREVAILING CODES,FLORIDA BUIL INGEVISION: DATE: PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. SEPARATION. 4.ALL DETAILS TOR ON THESE DRAWINGS ARE ENGINEERED BASED 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS CODE,NATIONAL ELECTRIC CODE 1 04-18-2016 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0. 45" p�---------------- p CITY OF ZEPHYRHILLS ORIMNA4C1 Sto 2 USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap:---------------------------------2"x 3"x 0. 50" RO 3 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0. 45" "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND RO 4 SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS H.MISCELLANEOUS: SELF MATING(SMB) VISIBLE WHEN PANEL IS INSTALLED. PROJECT ADDRESS: D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0400" MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2x5 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" R V fI GRAND HORIZONS: LOT 309 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM.UNITS BUILT PRIORE V y y'�` R 300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 X 6 SMB:- 2"x 6"x 0.050"x 0;120" DATE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL7902 KAY MARIE AVENUE MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x O20" ZEp I" WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED CITY OF 1 T ZEPHYRHILLS, FL 33541 2 x s sMB:---------------------- z°X s' X o.o7z' x o 224" ��ILLS 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. PLANS EXAMINER 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0224" P_. FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"X 0.092"x 0.'374" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR: TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17 IN ITS ENTIRETY. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 B & H CONSTRUCTION, INC. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL NOTES I HEREBY CERTIFY THAT I HAVE 4X4 P.T.AND BOLT OPTION: REVIEWED THIS PLAN AND FOUND IT P.T.2X6 PERIMETER JOIST FASTENED TO STANDARD ALUMINUM MAXI-RAIL DESIGNED TO WITHSTAND TO BE IN COMPLIANCE WITH ASCE 7-10 P.T.4X4 POSTS W/(2)1/2"0 STEEL BOLTS 200LBS OF LATERAL LOAD AND FBC 5TH EDITION(2014) HANDRAIL ATTACHED AT EACH PICKET W/ RESIDENTIAL AND EXISTING (2) #10x3/4" CORROSION RESISTANT SCREWS WOOD PLATFORM PLAN PICKET SIZE AND SPACING SHALL NOT ALLOW HOST STRUCTURE PASSAGE OF A SPHERE 4" IN DIAMETER 4 ,� PER FBC R312 "s, C " � O.C. MAX / \ TRIANGULAR OPENING SUCH THAT A nl P.T.2X6 FLOOR JOISTS @ 16"O.C.FASTENED 4'X4" P.T. TO P.T.PERIMETER JOISTS W/SIMPSON LUS-26 6" DIA. SPHERE WILL NOT PASS 1 `' iiif1PER FBC R312 EXCEPTION WD.POST 9 OR EQUIVALENT,BOTH ENDS " I II FASTEN DECK PLANKING ¢ ` c� { W/8d GALV.NAILS,2 PER n 'AQ BOARD @ EVERY JOIST ¢ SIMPSON ABU44 OR EQUIV. a� & R SEAL W/1/2"WEDGE ANCHOR 3"EMBEDMENT(2000#UPLIFT) POSX OPTION: (3)2X4 P.T.NAILED TOGETHER 4o ENGINEER OF RECORD: W/8d GALV.NAILS APPROX. z David W. Smith P.E. 4"O.C.AND 6 PER 2X6 JOISTS. '<- ` FLORIDA LICENSE NUMBER:53608 r7 POST CONNECTION TO CONCRETE SLAB FASTEN FLOOR JOISTS W/SIMPSON LUS HANGERS Thomas L. Hanson P.E. OR EQUIVALENT POST SET IN EACH PICKET ATTACHED TO BOTTOM FLORIDA LICENSE NUMBER:38654 I• 2X6 P.T.PERIMETER JOIST QUIK-ROK ANCHORING CHANNEL W/ (2) #10 x 3/4" FASTEN TRPL.2X4 POST TO SLAB I, CEMENT OR EQUIV. CORROSION RESISTANT SCREWS WITH 2"x2"x1/8"ANGLE OR FASTEN TO SLAB W/ALTERNATIVE Mark Ronald Dunn,Jr. P.E. W/(2)1/4"TAPCONS,2"EMBEDMENT. • POST BASE CONNECTION DETAILS FLORIDA LICENSE NUMBER:73968 FASTEN ANGLE TO POST W/(2)#10x2"LAG SCREWS. (3)2X4 COMBINATION POST RAILING/STEP DETAILS PER FBC Joel Falardeau P.E. Q ✓: 5TH EDITION, 2014 - R3 R3 11 .U FLORIDA LICENSE NUMBER:70667 FBC Plans&Engineering Services, Inc. NOTE: ALL BRICK DIMENSIONS ARE 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 NOTE: ALUMINUM STURCTURAL RAILINGS OR NOMINAL. MAXIMUM RISER HEIGHT: 74" Phone:(813)788-5314 OTHER COMMERCIAL MANUFACTURED RAILING TREAD DEPTH: 10" MIN. Fax:1-(866)-824-7894 THAT MEET FLORIDA BUILDING CODE REQUIREMENTS BOTTOM CHANNEL TO POSTS W/ AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER t t/2"xt 1/2" x3/16" STLE Website:www.fbcplans.com MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN. yy C.O.A.-#29054 STAIRS AND RAIUNGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH / (2) EA FLANGE #10x3/4"TEKS FBC 5TH EDITION (2014) SECTIONS R311 AND R312 RISER HEIGHT = 7 3/4" MAX. HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT DATE: DATE:02/10/2016 EXCEED i" TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) REVISION: ANGLES © EA. t t/2•w x t" H BOTTOM CHANNEL A NOSING NOT LESS THAN ' & NOT MORE THAN 1k" RO 1 CORNER ( 2"x2" ALUM POST SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. RO 2 ATTACH STEPS TO -/ R03 CONCRETE SLAB PRE-MANUF. WELDED BASE, ATTACH NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN. OF 11 INCHES. W/2X2XA" ANGLES PER MANUF. SPECS. OR J"o SLEEVE RO 4 FIBERGLASS STEPS ANCHOR, 3" MIN. EMBEDMENT SECURED W/�"X2" 4"X48"X48" PRE CAST LANDING JOB NAME &ADDRESS: TAPCON INTO W/REBAR BOTTOM FLANGE & (2) #10X1" 2" PRE CAST TREADS GRAND HORIZONS:LOT 309 SCREWS INTO TOP 4"X4"X16" PRE CAST SPLIT W/REBAR 7902 KAY MARIE AVENUE FLANGE .: BRICKS, MORTARED ZEPHYRHILLS.FL 33541 _' '• 4" CONC. CARPORT ALTERNATIVE: SLAB CONTRACTOR: FIBERGLASS STEP .�:�:; -:»r . ?; :,:• :; _r ':: {.'•;:: :: B&H CONSTRUCTION ,. �, :,....,, i,'�s'•''' ix.:_ :.' ATTACHMENT . TYPICAL STEPS WITH PRE CAST TREADS AND LANDING STEPS&ALUM.RAILING W/WOOD PLATFORM S.M.B. DEP11 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 7" .055" .06" (3) 3/8" BOLTS, NUTS, WASHERS 3,500 LBS P 1 3 S n cyH FOR ALUM FLASHING 7" .055" .09" (3) 3/8" BOLTS, NUTS, WASHERS 3.600 LBS UNDER DRIP EDGE USE: 7" .055" .125" (3) 3/8" BOLTS, NUTS, WASHERS 4,500 LBS " ht A P. IXOOSTING #8 X 1/2" CORROSION RESISTANT B. .072 .06" (4) 3/8" BOLTS, NUTS, WASHERS 5500 LBS ° 2 ' �� 4• 12OF [ALL PURPOSE SCREW B^ 072 .09" 4 3 8" BOLTS, NUTS, WASHERS 7000 LBSa `ib•'8" A72 .125" 4 3 8" BOLTS, NUTS, WASHERS 7 000 LBS \ _ 9" .072 .06" 4 UT R3 8" BOLTS, NS, WASHERS 7,000 LBS,.` t?•6, e = g" .072" .09" 4 3/8" BOLTS, NUTS, WASHERS 8,900 LBS � g" 082 .125" 4 3/8" BOLTS NUTS, WASHERS 9500 LB r'� s Y HOST BEAM 10" .092 .125" 4 3/8" BOLTS NUTS, WASHERS 11,0001139 a ¢ 9.j a NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER " -T E I'? SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED e ac c ,r' '' ' -<'' i ATTACH PANS TO HEADER CHANNEL ' `^� " �: �° a�a ;� I I W/ (4) #10 SMS PER PAN ®Q" '¢ ` FASTEN RECEIVING CHANNEL TO HOST a. BEAM W "X2" LAG SCREWS 0 24" O.C., IE /� P t3 I R �y,�. ER SEAL 2 ROWS STAGGERED. STRIP SEALANT #10 X 1/2" HEX HD CORROSION RESISTANT Q BETWEEN FASCIA AND RECEIVING CHANNEL METAL SCREW, WASHER & SEAL ENGINEER OF RECORD: APPROX 4" OC MAX. AS SHOWN (4 SCREWS/PAN AT ALL BEAMS) 3"x12" ALUMINUM RISER PAN ROOF David W. Smith P.E. FL 16952-R1 OR EQUIV. FLORIDA LICENSE NUMBER:53608 3" RISER PAN ROOF CONNECTION TO MANUF. HOST BEAM Thomas L. Hanson P.E. 2"xH" ALUM. SMB FLORIDA LICENSE NUMBER:38654 CONNECTION W/ (N) PER CHART ABOVE Mark Ronald Dunn,Jr. P.E. 3/8" THRU BOLTS WASHERS & NUTS CORROSION RESISTANT TYPICAL FLORIDA LICENSE NUMBER:73968 ALUMINUM COLUMN LOCATED PER PLAN ' Joel Falardeau P.E. FASTEN SMB TO REC. CHANNEL W/ #11 SCR%INCH TEKS BEAM HT. 'H') FLORIDA LICENSE NUMBER:70667 • MIN. TOCP STGW/HANNEL POST TO BEAM CONNECTION FBC Plans&Engineering 2xH SMB #10 x3/4" TEKS Services, Inc. • (1 SCR/INCH OF BEAM HT. 'H') 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 ALUM POST PER PLAN Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com BEAM TO POST CONNECTION FASTEN POST TO CONCRETE WITH INTERNAL BASE AND (4) 3/8" DATE: DATE:02/10/2016 CORROSION RESISTANT CONCRETE ALUMINUM POSTS ANCHORS WITH MIN. 2j" EMBEDMENT & REVISION: 1i" MIN. EDGE DISTANCE RO 1 THRU BOLTS ATTACH ALUM. BEAM TO WOOD WALL RO 2 W/1j"X1j"X .060 MIN. INTERNAL OR 11 GA. INTERNAL ALUM. BASE RO 3 ------------- EXTERNAL U CHANNEL PREDRILL VERT. FLANGES RO 4 2XH SMB b I° FASTEN INTERNAL EXTERNAL JO ------------- CHANNEL TO SRUCTUTURAL WALL : '•. "• f { 4» B NAME &ADDRESS MEMBER W/"0X2" LAG SCREWS, 1 ^r; .'•::' PER 2 INCHES OF BEAM HEIGHT �:a • t :" GRAND HORIZONS:LOT 309 t : W/(1) #5REBAN CONTNUOUS 7902 KAY MARIE AVENUE c� —FASTEN CHANNEL SMB W/#10X" SBEAM I "� ZEPHYRHILLS,FL 33541 ? SMS, 1 CREW RLIN PER INCH EA OF BM II--B HEIGHT 1, TYPICAL FOOTER/SLAB, 3000 PSI CONC. W/F1BERMESH OVER CLEAN, COMPACTED, TERMITE TREATED SOIL CONTRACTOR: B&H CONSTRUCTION POST TO FOOTER AND CONCRETE BEAM TO WOOD WALL CONNECTION SLAB CONNECTION ALUMINUM CARPORT/COVERED PATIO DETAILS #10 X 3/4"TEE SCREW I HEREBY CERTIFY THAT I HAVE REVIEWED 2"FROM EDGE @ 3"O.C. THIS PLAN AND FOUND IT TO BE IN EXISTING HOST STRUCTURE #10x5/8"TO ATTACH W/1-1/4"NEOPRENE COMPLIANCE WITH ASCE7-10, FLASHING TO ROOF WASHER PER PANEL USE#10 X 3/4"TEKS, FBC 5TH EDTION(2014)RESIDENTIAL& PAN @ 12"O.C. 2"FROM EDGE @ 3"O.C. 3"X12"RISER PAN EXISTING BREAK FORM HEADER OR W/1-1/4"NEOPRENE WASHER RECEIVING CHANNEL PER PAN s§- -#.PP EDGE BEAM IS THE SOLID ROOF ROOF 3 ALUM SAME SIZE AS UPRIGHT " <' a m , :.mom - 2X_SMB/PATIO BEAM ) 4 � O II II (SEE SITE SPECIFIC DRAWINGy � fl e 11 0 J II II FOR SIZE) P ® w2„X3g.05 • : : 0 E� 3'XOSp II 11 (4)#1OX 3"INTO oW a 1)ggA DREA II II SCREW BOSS 'i4 ' N 1-1/4" (4)#10 SCREWS PER 12" EN/ ```\M II II oom (MIN) WIDTH CONNECTING BOX/TT II PAN TO HEADER II II 1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C. 0.0625"ALUMINUM INTERNAL OR II II 2X_SMB/PATIO UPRIGHT CONNECTING HEADER OR CHANNEL TO FASCIA. EXTERNAL RECEIVING CHANNEL (3)3/8" II W/(4)#10x3/4"INTO BEAM OR UPRIGHT. THRU BOLTS II II (SEE SITE SPECIFIC DRAWING ER SEAL (2)#12x3/4"EA.LEG INTO GURT OR PURLIN, WASHERS/NUTS I I I I FOR SIZE) (0.062"ANGLE CLIPS W/(2)#12x3/4"SMS EA.LEG) ENGINEER OF RECORD ROOF PAN TO FASCIA/HOST BEAM CONNECTION DETAILS ROOF PAN TO EDGE BEAM CONNECTION DETAIL David W. Smith P.E. SCALE:NTS 2"x j'SMB RIDGE BEAM POST OR UPRIGHT SCALE:NTS (SEE SHEET S-2 FOR SIZE) (SEE SHEET S-2 FOR SIZE) FLORIDA LICENSE NUMBER:53608 ROOF PANELS AT RIDGE CONNECTION SCALE:NTS Thomas L. Hanson P.E. UPRIGHT FLORIDA LICENSE NUMBER:38654 SECONDARY ANGLE MIN (4)#10 X 3/4"SMS 0.125"THICK(NOT Mark 3/8 0 FASTENING SECONDARY REQUIRED FOR 2X3 Ronald Dunn, jr. MEMBER HINGE LOCATION P E Concrete Screw ANGLE TO COLUMN(TYP ) Column Anchor EACH SIDE) PRIMARY 2"PRIMARY2"X2" FLORIDA LICENSE NUMBER:73968 Size B Min.Spa X 0.125"ANGLE 2"x2"EXTRUSION 2x3 0 0" (B)-3/8"0 CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING2'x2 EXTRUSION ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE ATTACH ALUM. BEAM 0 MIN. INTERNAL WOOD R 2x5 1 3" ANGLE(TYP EACH SIDE)(SEE ' / (T YP EACH SIDE) E WTERNAL U CHANNEL OR Joel Falardeau P.E. 2x6 1 4" TABLE) O ------------ o HINGE LOCATION DOOR 2x7 1 5" O 1"x 2"BASE MEMBER 2X8 SMB 6 FLORIDA LICENSE NUMBER:70667 2x8 2 3" (TYP EACH SIDE) to FASTEN INTERNAL OR EXTERNAL 2x9 2 4" ANCHOR SPA .1 •• ----'-------- CHANNEL TO SRUCTURAL WALL FBC Plans&Engineering 2x10 2 4.5" (MIN)(TYP)(SEE TAB 1) (1)-3/8"0 CONCRETE SCREW MEMBER W/}'0X2" LAG SCREWS, 1 g g d ANCHOR INTO PRIMARY PER 2 INCHES OF BEAM HEIGHT Services,Inc. ANGLE AND @ 1/4"0 CONCRETE 6272 Abbott Station Drive Unit 101 3"(MIN) SCREW ANCHOR @ —FASTEN CHANNEL TO SMB W 10 24"O.C.BETWEEN COLUMNS ? OF Phone:Zephyrhills,fl.33542 SMS, 1 SCREW PER INCH BEAM NOTES: (TYP EACH SIDE) HEIGHT Phone:(813)788-5314 LL HINGE LOCATION Fax:1-(866)-824-7894 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. Email:erb@fbcplans.com 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT Website:www.fbcplans.com LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED NOTES: C.O.A.-#29054 EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 3/4"SMS MINIMUM. 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD @ LOT 3/8"0 STAINLESS STEEL CONCRETE BEAM TO WOOD WALL CONNECTION 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. DATE:02/10/2016 SCREW.OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 3. HINGES SHALL BE ATTACHED TO DOOR WITH(4)#10 x 3/4"SMS. FASTEN A 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM REVISION: DATE: POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT. (NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) RO 1 TYPICAL SCREEN DOOR CONNECTION DETAIL RO 2 COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION SCALE:NTS SCALE:N.T.S. RO 3 RO 4 OPTION#1 EXISTING WOOD JOB NAME&ADDRESS: FASTEN POST TO CONCRETE WITH FRAME WALL I ( x 1�"SMS INTERNAL BASE AND(4)3/8" INTO SCREW BOSSES GRAND HORIZON:LOT 309 CORROSION RESISTANT CONCRETE ALUMINUM POSTS ----- I 7902 KAY ANRIE AVENUE ANCHORS WITH MIN.2r EMBEDMENT& 11}"MIN. EDGE DISTANCE ___ ZEPHYRHILLS,FL 33541 2) 3/8"THRU BOLTS ( — --- OO :�E' 4"0X2-3/4"EMBEDMENT g'��a�'�dl 2"X2"0112"X3" I 0.062"ALUMINUM INTERNAL II OR EXTERNAL RECEIVING G SCREW 3"FROM MEMBER I11 GA. INTERNAL ALUM. BASE ND&@ 24"O.C. I CHANNEL W/(4)#10 X 3/4" CONTRACTOR: PREDRILL VERT. FLANGES 2"x_END BEAM I I INTO INTO BEAM OR (SEE SITE SPECIFIC I UPRIGHTORBEAM DRAWING FOR SIZE) KICK PLATE I • -SNAP OR SELF 1 UPRIGHT.(2)#12X 3/4"EA. ATTACHED TOALUMINUM I HOLLOW OR LEG INTO GIRT OR PURLIN- B$tH CONSTRUCTION �y.;;, ;s�3•� MEMBER W/(1)#lox HOLLOW 1 (0.062"ANGLE CLIPS w/(2) k• .,.;.;::s;.:,rs 2"x 2"x 1/8"x BEAM DEPTH" 2"X3" 3/4"@12"O.C. I I #12x3/4"SMS EA LEG) �':.:--mot•>ra'F RECEIVING CHANNEL W/(4)#12 x 3/4"SMS EACH • SIDE INTO BEAM UPRIGHT OR BEAM-SNAP OR SELFMATINGOR POST CONNECTION DETAIL KICK PLATE ATTACHED TO ALUMINUM MEMBER HOLLOW END BEAM TO HOST STRUCTURE DETAIL SCALE:NTS SCREEN ROOM SCALE:NTS PURLIN OR GIRT TO BEAM OR POST DETAIL DETAILS SCALE:N.T.S. 2"x1O"xO.O6O" MIN. FASTEN BEAM TO RECEIVING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN RECEIVING CHANNEL CHANNEL WITH #1Ox3/4" TEKS, COMPLIANCE WITHASCE 7-10 AND FBC 5TH DBL. 2x6 1 PER INCH OF BEAM HEIGHT, EDITION(2014)RESIDENTIAL AND EXISTING ALUMINUM RIDGE CAP FASTEN RISER PAN ROOF TO TOP PLATE 2"x1 o"xO.O6O" MIN. STAGGERED, BOTH SIDES FASTENED W/#1Ox5/8" RIDGE BEAM WITH #1Ox3/4" RECEIVING CHANNEL " '' a 4' , TEKS CAD 12" O.C. TEKS WITH 1-1/4" CARRIER FASTEN RECEVING NEO-WASHER, 4 PER PAN FASTEN RECEVING CHANNEL TO POST WITH #12x3/4" TEKS, J 0 S 2x1MB 1 PER INCH OF BEAM HEIGHT, � TO WALL WITH 1/4"Ox2" Q RIDGE BEAMSTAGGEREDFASTEN BEAM TO RECEIV LAG SCREWS, 1 PER 2 / \ CHANNEL WITH #1Ox3/4" TEKS, o w INCHES OF BEAM HEIGHT R` 1 PER INCH OF BEAM HEIGHT, N 0 v> a riv' Q P° i STAGGERED, BOTH SIDES 9 Qa 2"x6" KNEE BRACE c0 R�SERPPNRpOF R/SERPgNRppF �\ CARRIER BEAM (24"x24") - 45 TO WOOD WALL g ; `P> °aryN I CONNECT KNEE BRACE TO LI BEAM/KING STUD WITH .O5" RECEIVING CHANNEL OR GUSSET pRor i �i FASTEN KING STUD TO RECEIVING PLATE. FASTEN WITH (4) #1Ox3/4" INEER SEAL / 2x6xO.O6O MIN. N? CHANNEL WITH (6) #1Ox3/4" TEKS, TEK SCREW ® EACH CONNECTION PT. RECEIVING CHANNEL STAGGERED, BOTH SIDES _ ENGINEER OF RECORD: SIDE VIEW David W. Smith P.E. 2x10 SMB FASTEN RECEVING CHANNEL FLORIDA LICENSE NUMBER:53608 CARRIER BEAM TO BEAM WITH (6) #1Ox3/4" TEKS, RIDGE BEAM / KNEE BRACE -\- \\ STAGGERED TO KING STUD Thomas L. Hanson P.E. 2x6 SMB 2x1O SMB KING ST UD FASTEN REC. CHANNEL HEADER TO FLORIDA LICENSE NUMBER:38654 KING STUD RIDGE BEAM � TO CARRIER BEAM FASCIA WITH 1/2"x2" LAG SCREWS 24" O.C., 2 ROWS STAGGERED. STRIP CONTINUOUS ALUM. FLASHING UNDER DRIP SEALANT BETWEEN FACIA AND REC. CHANNEL. EDGE ON EX. HOME FASCIA ATTACHED TO COMPOSITE ROOF W/#8x1/2" Mark Ronald Dunn,Jr. P.E. \' FASTEN ALUM. RISER PAN ROOF TO CORR. RESIST. SCREW 12" ON CENTER FLORIDA LICENSE NUMBER:73968 J RIDGE BEAM WITH #1Ox3/4" TEKS WITH 3/12 PITCH 1-1/4" NEO-WASHER, 4 PER PAN HOST STRUCTURE ROOF OSB COMPOSITE ROOF /% r Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 2x6 SMB 2x1O SMB RIDGE BEAM KING STUD FBC Plans &Engineering Services, Inc. DBL 2x6 2"x6" KNEE BRACE 6272 Abbott Station Drive Unit 101 2x10 SMB CARRIER BEAM Zephyrhills,fl.33542 TOP PLATE (24"x24") - 45' Phone:(813)788-5314 TYP. Fax:1-(866)-824-7894 2x6 SMB—'tWebsite:www.fbcplans.com FASTEN 2X6 TO EXIST. HOST WALL KING STUD C.O.A.-#29054 W/#1OX4" SCREWS ® 16" O.C. 2x1O SMB EXISTING WALL STUDS CARRIER BEAM AND SHEATHING GARAGE/DWELLING SEPARATION DATE: 02/10/2016 J J INTERIOR OF GARAGE GARAGES SHALL BE SEPARATED FROM REVISION: DATE: III THE ADJACENT DWELLING UNIT WALLS BY Yz" GWB PER R302.6. RU 1 +1 wo p 1j" MIN. SOLID-CORE WOOD OR STEEL REMOVE EXISTING SIDING DOOR (2O MIN. FIRE RATING) PER R302.5.1 RU 2 TO APPLY DRYWALL RO3 a a EXIST. MOBILE HOME N TYPE X 1/2" DRYWALL R04 M APPLIED TO OUTSIDE OF EXISTING MOBILE HOME WALL rEXISTING FLOOR FRAMING PROJECT ADDRESS: F.F. MOBILE HOME GRAND HORIZONS: LOT 3O9 NOTE: IF IN FLOOD ZONE 79O2 KAY MARIE AVENUE DRYWALL IS FIBERGLASS MATT ZEPHYRHILLS, FL 33541 GYPSUM, "GOLD BOND eXP" FIRESHIELD OR EQUIV. THAT MEETS II KNEEWALL - P.T. 2x4 © 16" O.C., V) CONTRACTOR: FEMA CLASS 4 MAT'L RATING. II 2x4 P.T. BASE PLATE AND 1/2" DRYWALL OVER TYVEK AND 1/2" B & H CONSTRUCTION, INC. II P.T. CDX SHEATHING -------------------------� CONCRETE SLAB--\ II TREATED WOOD MUST BE USED BELOW BASE FLOOD ELEVATION GARAGE -------- 22' 4TH WALL 4TH WALL FRAMING INTERIOR GARAGE WALL SECTION GARAGE/ DWELLING SEPARATION I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT PRODUCT APPROVAL CODE CHART TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 5TH EDITION(2014) STRUCTURAL COMPONENTS RESIDENTIAL AND EXISTING SIMPSON SP1/SP2 FL10456 SIMPSON H10A FL11478 ,� a ALL CONNECTORS AND FASTENERS SIMPSON DSP FL10456 rI 2X4 OR 2X6 IN CONTACT W/TREATED WOOD SIMPSON SPH FL10456 SHALL BE ZINC COATED GALVANIZED . FRAMING PER SIMPSON ABU/ABW FL10849 STEEL OR SIMPSON 'ZMAX' SITE SPECIFIC DRAWING SIMPSON LSTA/MSTA FL10852 " � J za SIMPSON CS16 FL10852 O ¢E SIMPSON HTT5 FL13872.17 ' .. 9 eu 4 �EER SEAL ENGINEER OF RECORD David W. Smith P.E. HEADERS SPAN JACK SP2 OR H2.5A FLORIDA LICENSE NUMBER:53608 ® BEARING WALL SIZE 'w' STUDS ALUM. PAN SUPPORTING (2) 2"x4" 4'-4" 1 FASTEN ALUM. RISER PAN ROOF TO TOP NOTE: VINYL SIDING MUST BE Thomas L. Hanson P.E. 2 2'x6" 6'-4" 1 PLATE WITH 1/4"4 GALV. LAG SCREW WITH INSTALLED OVER A MINIMUM 7/16" (2) 2"xB" 8'-0" 1 1-1/2"0 NEO-WASHER, 4 PER PAN © ENDS WOOD STRUCTURAL PANEL SHEATHING FLORIDA LICENSE NUMBER:38654 (2) 2"x1 o" 9'-6" 2 AND 8" O.C. AT RAKE WITH 1-1/2" EMBEDMENT (PLYWOOD OR OSB) WITH AN APPROVED WEATHER RESISTIVE BARRIER (2) 2"x12" 11'-6" 2 DBL. HEADERS W//" PLWD. SPACER, GLUED & DBL 2X TOP PLATE (ONLY NON-TREATED WOOD PLACED UNDER THE SIDING. Mark Ronald Dunn,Jr. P.E. NAILED W/16d NAILS © 24" O.C. (2 ROWS IN CONTACT W/ALUM. ROOF OR PROVIDE FLORIDA LICENSE NUMBER:73968 STAGGERED) IMPERVIOUS MOISTURE BARRIER) 2X BLOCKING FOR PANEL SPLICE WHERE '..3o L 1=iIL,4/�11CA1] DBL. 2X HEADER W/3" PLYWD. SPACER OVER WALL HT. EXCEEDS PANEL LENGTH r( LAG. �O6�j 2 CRIPPLES © 16" O.C. WINDOWS/DOORS. SEE HEADER TABLE WALL PANELS (PLYWOOD) NAILING NOTE: FBC Plans&Engineering DBL 2X HDR. W/1/2" CDX INSTALL WINDOWS PER MANUF. NAIL 8d NAILS 6" O.C. © EDGES & 12" O.C. IN Services, Inc. PER TABLE INSTALLATION INSTRUCTIONS FIELD. ROWS OF NAILS SHALL BE I" MIN. FROM 6272 Abbott Station Drive Unit 101 SHEATHING SHALL OVERLAP BOTTOM AND TOP PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP Zephyrhills,fl.33542 PLATES, SEE NAILING NOTE BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED Phone:(813)788-5314 PER MFG.'S SPECIFICATIONS. Fax:1-(866)-824-7894 SIMPSON LSTA OR EQUIV. AT 2" CDX PLWD. VAPOR BARRIER, FINISH W VINYL SIDING Website: 9054 www.fbcplans.com / WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP C.O.A.-#29054 THIS LOCATION TO BOTTOM PLATE (8'-0" OR LESS) SIMPSON STUD 2X P.T. WOOD STUDS © 16" O.C. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER 2X JACK, SEE TABLE 2X P.T. BASE PLATE PANEL NAILING NOTE. ATTACH JACK TO CONT. STUD WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON DATE: 02/10/2016 W/16d NAILS © 24" O.C. 3"ø WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM STUD PLATE TIES ARE REQUIRED AT ALL STUDS. CORNERS, 6" FROM OPENINGS AND 24" O.C. SP1 REVISION: W/4" MIN. EMBEDMENT & 1j" MIN. EDGE DISTANCE TYP. GRADE 4" 2500 PSI CONCRETE SLAB WITH 6"X6" #10/10 801 INSTALL WINDOWS/DOORS IN T "' RO 2 OPENING PER MANUF. WWM (OR FIBERMESH) OVER 6 MIL. POLY VAPOR INSTALLATION INSTRUCTIONS CONCRETE BELOW BARRIER W/EDGES LAPPED 6" & SEAMS TAPED, RO 3 N \\\\\ .'':•:.:.•: \ \\\\�\ / SIMPSON DSP GRADE PER R403.1 � \.; ;" \�\ \ \ OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. RO 4 OR EQUIV. 2 #5 REBAR CONT. ON �'�\%i/\�\ /' PRESSURE TREATED WOOD MAY BE AT GRADE PROJECT ADDRESS: 3" HIGH CHAIRS 12" LEVEL PER FBC 5TH EDITION (2014) R317. GRAND HORIZONS: LOT 309 * WOOD SIDING, SHEATHING, AND WALL FRAMING 7902 KAY MARIE AVENUE FRAMING FOR OPENINGS W/ HEADER FOOTING WIDTH & DEPTH SIZE AS PER R403.1 & 81809.4. ON THE EXTERIOR OF A BUILDING HAVING A ZEPHYRHILLS, FL 33541 CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONSTAL SURFACES EXPOSED TO CONTRACTOR: TYPICAL WALL SECTION DETAILS THE WEATHER SHALL BE PRESERVATIVE TREATED. B & H CONSTRUCTION, INC. GARAGE WOOD WALL FRAMING .. ....... .. ;ate_ .. ...,, ... ... ... ... ALUM. RIDGE CAP FASTENED FASTEN ALUM. RISER PANEL TO TOP IHEREBYCERTIFYTHATIHAVE W/#10x5/8" TEKS ® 12" O.C. PLATE WITH 1/4"0 GALV. LAG SCREW WITH REVIEWED THIS PLAN AND FOUND IT FASTEN BEAM TO RECEIVING TO BE IN COMPLIANCE WITH ASCE 7-10 _ _ 1-1/2 0 NEC-WASHER, 4 PER PAN ® ENDS CHANNEL WITH #10x3/4" TEKS, AND FBC 5TH EDITION(2014) / AND 8" O.C. AT RAKE WITH 1-1/2" EMBEDMENT 2"x1O"x0.060" MIN. I 1 PER INCH OF BEAM HEIGHT, RESIDENTIALAND EXISTING / RECEIVING CHANNEL STAGGERED, BOTH SIDES a¢£ HEADERS SPAN JACK n fr / 0 BEARING WALL SIZE w, STUDS Cm �� . g 2X10 SMB SUPPORTING ROOF RISER p DBL 2x4 SPRUCE (2) 2"x4" 4'-4" 1 RpPN ANRO RIDGE BEAM ALUM. PAN ROOF (2) 2"x6" s'-4" 1 / Ft\SE OF \ TOP PLATE ° (2) 2"x8" 8-0. i UCE I sec \ ° o FASTEN RECEVING CHANNEL (2) 2"x10" 2 » O D 2x4SpR :1-- Zx4SPRU CONNECT KNEE BRACE TO BEAM -1- "-a - pg . p\pSE ° TOp p cF I- TO WALL WITH 1/4"0x2" (2) 11-6 SOP �aTF WITH .05" RECEIVING CHANNEL OR LAG SCREWS, 1 PER 2 �^ rr GUSSETT PLATE. FASTEN WITH 0 INCHES OF BEAM HEIGHT 4 10x3 4" TEK SCREW Z) DBL. HEADERS W/}" PLx12WD. SPA -GCER, GLUED & " . ® EACH CONNECTION PT. D.C. (2 ROWS 1 I NAILS ® 24 STAGGERED) 2"x6" KNEE BRACE N CONNECT KNEE BRACE TO WOOD ALL CONNECTORS AND FASTENERS IN � E , Fj " e \ / (24"x24") — 45' WALL W/.060" MIN. RECEIVING CONTACT W/TREATED WOOD SHALL BE ZINC9' IO)3IA NEER SEAL CHANNEL OR ANGLE. FASTEN WITH COATED GALVANIZED STEEL OR SIMPSON fifi (4) #12x2-1/2" LAG SCREWS 'ZMAX ENGINEER OF RECORD: ° ® EACH CONNECTION PT. WALL PANELS (PLYWOOD) NAILING NOTE: DaV•d W. Smith P.E° . NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. 2x10 SMB ° .' (3) 2x4 SPRUCE STUDS W/PLYWOOD SIDE VIEW IN FIELD. ROWS GF NAILS SHALL BE I" MIN. FLORIDA LICENSE NUMBER:53608 RIDGE BEAM SPACERS NAILED W 16d'S ® 12 O.C. FROM PANEL EDGES. PLYWOOD SHEATHING / RIDGE BEAM / KNEE BRACE SHALL OVERLAP BOTH TOP & BOTTOM PLATES. /\ EACH SIDE STAGGERED ALL FASTENERS NAILED PER MFG.'S __ TO WOOD WALL SPECIFICATIONS. Thomas L. Hanson P.E. 5 � SIMPSON SP2 OR EQUIV. (2) SIMPSON LSTA1EACH FLORIDA LICENSE NUMBER:38654 FASTENED PER MFGRS. SPECS. F EA PE STUD N NED PER MFGRS. SPECS. 2x4 SPRUCE Mark Ronald Dunn,Jr. P.E. 3/12 PITCH CRIPPLE STUDS ® 16" O.C. OPTIONAL GARAGE FLORIDA LICENSE NUMBER:73968 RISER PAN ROOF DBL. 2x4 SPRUCE DOOR OPENER TOP PLATE TYP. DBL 2x4 2X1O SMB / Joel Falardeau P.E. TOP PLATE 1 FLORIDA LICENSE NUMBER:70667 ATTACH DOOR TRACK TO HANGERS AND FBC Plans&Engineering DBL 2x6 2x10 SMB PER PLAN WITH 1/4" DIA. X 1" Services, Inc. TOP PLATE TYP. BOLTS, NUTS AND WASHERS 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 --SIMPSON LSTA STRAP Phone:(813)788-5314 OR EQUIV. TYP. FASTENED Fax:1-(866)-824-7894 - - - (eli .. 1•J L1 V' PER MFGRS. SPECS. Website:www.fbcplans.com (3)SYP 2x12 HEADER WITH 1/2"PLYWOOD SPACERS C.O.A.-#29054 (3) SYP 2x12 HEADER WITH 1/2" SIMPSON LSTA STRAPS OR SIMPSON SP1 OR EQUIV. PLYWOOD SPACERS 2x4 BASE SPRUCE 2x4 SYP JAMB. ATTACH DATE: 02/10/2016 EQUIV. TYP. ® EA. STUD TO TYP. © EACH STUD BOTTOM PLATE. In BRACKET W/(3) 5/16"x1-5/8" REVISION: DATE: HEADER CONNECTION FASTENED PER MFGRS. NAILED TO 2x12 HEADER ¢ WOOD LAG SCREW FASTENED PER MFGRS. SPECS. SPECS. W/8d GALV. NAILS APPROX. RO 1 w 8" O.C. 2 ROWS STAGERED w ALL GARAGE DOOR HARDWARE TO BE 0 o INSTALLED PER MFGRS SPECIFICATIONS RO 2 0) (3) 2x6 P.T. 1/2" CDX OR OSB R03 r (L JACK STUDS TYP. co STRUCTURAL SHEATHING R04 N 18'-3" N FASTEN PER NOTE M M• ATTACH TRACK BRACKET TO 2x4 SYP PROJECT ADDRESS: ATTACH JACK STUDS JAMB. W/(1) 5/16"x1-5/8" WOOD W/1 6d NAILS ® 24" O.C. TYP. LAG SCREW PER BRACKET GRAND HORIZONS: LOT 309 7902 KAY MARIE AVENUE ZEPHYRHILLS, FL 33541 ----------------------- ----------- . . CONTRACTOR: GRADE B & H CONSTRUCTION, INC. 2x6 P.T. BASE PLATE TAP. SIMPSON DSP, SSP, SPH OR EQUIV. OVERHEAD DOOR FRAMING AT EACH SIDE OF OPENING 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS, FASTENED PER MFGRS SPECS GARAGE 12" FROM CORNERS, 6" FROM OPENINGS AND FRAMING FOR OVERHEAD DOOR OPENING 24" O.C.W/ 4" MIN. EMBEDMENT AND 1-3/4" OVERHEAD DOOR MIN. EDGE DISTANCE TYP. 22' FRAMING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10,& FBC 5TH EDITIQIJ(2014)RESIDENTIAL& EXIST.II(GJLD c ' N A O �Y fl 3"X.024"ALUM.RISER PAN ROOF 3"X.024"ALUM.RISER PAN ROOF FL 16952-R1 OR EQUIV. FL 16952-R1 OR EQUIV. o� '� •\�,•, �' d.;•� - 2.51— { 1� RSEAL 2 3 2xs 3 ENGINE F RECORD SMB 2X6 SMB PROPOSED David W. Smith P.E. 0 m PROPOSED X X SRCD x x N o FLORIDA LICENSE NUMBER:53608 COVERED N ROOM X N " Thomas L. Hanson P.E. x PATIO 2x2 2x2 FLORIDA LICENSE NUMBER:38654 L .. I1X2 KICKPLATE 1X2 Mark Ronald Dunn, Jr. P.E.=" ° RAISED 4" ONCRETE S B W/STEMWA L FOOTER FLORIDA LICENSE NUMBER:73968 4"CONCRETE SLAB W/8"X8"FOOTER 5' 5' 5' 5' Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 10' 10' 20' 10' FBC Plans&Engineering Services,Inc. REAR ELEVATION 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com 3"X.024"ALUM.RISER PAN ROOF 3"X.024"ALUM.RISER PAN ROOF C.O.A.-#29054 FL 16952-R1 OR EQUIV. FL 16952-R1 OR EQUIV. I Till DATE: DATE:02/10/2016 2x3 2x3 2x3 DRAWN BY:J.LUCAS REVISION: DATE: IN NI�� I m I N MFG. _____ °' MEG. R01 I Ilk x / e' HOME R02 HOME 2x2 II I X 2x2 KICKPLATE R0 32 1X2 I 1X2 7 :.`STUCCO — n :STUCCO; '~• '' RO4 4"CONCRE SLAB R,4ISED 4"CO CRETE SLAB W18"X8"F OTER /STEMW LL FOOTER JOB NAME&ADDRESS: 4'-8" 3'-4" 4' s' GRAND HORIZONS:LOT 309 s 9, 7902 KAY MARIE AVENUE ZEPHYRHILLS,FL 33541 LEFT RIGHT SIDE ELEVATION SIDE ELEVATION CONTRACTOR: (RAISED SCREEN ROOM) (COVERED PATIO B&H CONSTRUCTION W/RAISED SCREEN ROOM SHOWN BEYOND) PLANS & ELEVATIONS 3OF3 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10,& FBC 5TH EDITI0,N„(2014)RESIDENTIAL& EXIISTINf, t 1(I 11( a �Q lily ; q� r r '6.G .r .'`n4@Pci @fi0 h 0 "f. e� CJ ri 3"X.030"ALUM.RISER PAN ROOF o V x FL 16952-R1 OR EQUIV. o �v�" s �" �e. / 11F19ERSEAL 2X6 SMB ENGINEF,R UF RECORD M NON P.T.2X4 WOOD WALL MEG. X PROPOSED ABOV NYL SI AGEING DOOR David W. Smith P.E. HOME o CARPORT FLORIDA LICENSE NUMBER:53608 PROPOSED Thomas L. Hanson P.E. GARAGE FLORIDA LICENSE NUMBER:38654 18'X 7'OVERHEAD DOOR __� Y;+_ w ___ _ __ Mark Ronald Dunn,Jr. • 4"CONCRETE SLAB �" ��; r W/8"X8"FOOTER 4"CONCRETE SLAB , P•E• 2' W/12"X12"FOOTER 2' FLORIDA LICENSE NUMBER:73968 12' 22' Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 FRONT ELEVATION FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.tbcplans.com 3"X.030"ALUM.RISER PAN ROOF 3"X.030"ALUM.RISER PAN ROOF C.O.A.-#29054 FL 16952-RI OR EQUIV. FL 16952-RI OR EQUIV. ---------------- r Tl T r77 T - T T� TJTh HWWI ___ ___ DATE: DATE:02/10/2016 - -- - -- DRAWN BY:J.LUCAS 2X6 SMB - MFG. ----- REVISION: DATE: HOME ----- -- - M--- - -- o------- _-- -o ___- -- x- - ------=x MEG. -PROPOSED SIDE WALL X= CARPORT x== - =X6X54j_ Wi1IIIIIffi HOME RO 2 in - P.T.T 2X6 WOOD WALL - --- W/VINYL SIDING RO3 [ ___________ ___________ ------ ----- RO 4 ----- ----- _ 4"CO CRETE SLAB W/8"X8 FOOTER 4"CONCRETE SLAB W/12"X12"FOOTER JOB NAME&ADDRESS: 7-4" 7'-" 7'-'" 22' r - GRAND HORIZONS:LOT 309 22' 7902 KAY MARIE AVENUE RIGHT SIDE ELEVATION ZEPHYRHILLS,FL 33541 (GARAGE) LEFT SIDE ELEVATION CONTRACTOR: (CARPORT W/GARAGE SHOWN BEYOND B&H CONSTRUCTION PLANS & ELEVATIONS 3OF3 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& EXISTINP�UILI.III G r T '`r'•i. 9 ~ b.Ji I, G e'er 40' 22' 29' � gj 23 6' P.T.2X6 3"X.030" ,, mP �E y4 �t WOOD WALL ALUM.RISER PAN ROOF FL 16952-R1OREQUIV. s•. f, aR� 3"X024 , aOF�C�E �' EAL ALUM.RISER PAN ROOF Y z - FL 16952-R1 OR EQUIV. o ENGINE b ECORD --------- -- -------------- 36X54 I David W. Smith P.E. 6" m WINDOW ------- I FLORIDA LICENSE NUMBER:53608 I I P.T.2X6 WOOD WALL I I NON P.T.2X4 WOOD WALL Thomas L. Hanson P.E. 'p, N o l I ABOVE GARAGE DOOR PROP. ¢ zxs .0 zxs I FLORIDA LICENSE NUMBER:38654 boy PATIO KNEEBRACE I K CE o I Mark Ronald Dunn, Jr. N COVER PROPOSED (24"X24' -45' I(2 4X24X24y-45" W I I 4 BRICK!CONCRETE STEPS ¢ I P E 3'-4" 4'-8" W/ALUMINUM RAILING jI I I o I ¢2X10 RIDGE BEAM FLORIDA LICENSE NUMBER:73968 PROPOSED LL c7 N BRICK/CONCRETE STEPS ¢ I N --- WlALUMINUM RAILING W a IO = , Joel Falardeau P.E. ---- N I o > I FLORIDA LICENSE NUMBER:70667 �2 N 2x3 N O Q 2X6 KING STUD m K O W FBC Plans&Engineering I N F- ILL m I W M PROPOSED X I o I 4"CONCRETE DRIVEWAY SLAB ,- Services,Inc. jQ 0 GARAGE I Z I 6272 Abbott Station Drive Unit 101 2x3 W LLI (j L I O Phone:(813)788-5314 x ppp (I) Z) LL L) Fax:1-(866)-824-7894 v I ` }' O O io Email:erb@fbcplans.com + V 1' P.T. X6 I Website:www.fbcplans.com g = . C.O.A.-#29054 2X6 SMB Q (a WOOD WALL W Z PROPOSED N W a O Q 4 CARPORT DATE: DATE:02/10/2016 2x3 DRAWN BY:J.LUCAS Q X X I X n co LL _ M X Ufa., REVISION: DATE: BRICK/CONCRETE I I - Ll1ry N 2x3 N LANDING AND STEPS '09 n 2X6 SMB h a I --4'-- — -- W/ALUMINUM RAILING RO 1 io 4' J 8' 22' o to RO 4 3"X.024" ALUM.RISER PAN ROOF X R" FL 16952-RI OR EQUIV. ALUM.RISER PAN ROOF JOB NAME&ADDRESS: FL 16952-RI OR EQUIV. GRAND HORIZONS:LOT 309 7902 KAY MARIE AVENUE ZEPHYRHILLS,FL 33541 PLAN VIEW CONTRACTOR: B&H CONSTRUCTION PLANS & ELEVATIONS 2OF3 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10,& FBC STHDION2B14, RESIDENTIAL& EXIgT�Nd'?8t LbII1G°c 40' 22' 29' 1 ' ) Fk 23' 6' o m �s �s 1� sg� � �., 'mot a ��'. L. :c' 4' ;" ie p�Y - He -.m• a •° a a .a ..I 4 ' d' e ° �• .a ' a �"' `s••.'espeQ ' •� w w O .. a .: `dab d •.Ia. - .° b a• .° a• d q G e" 4{" rh ;c da° a LU o- PROPOSED e ° a. •• •a• I- G e a °:. ° . ° - S TER SEAL p of BRICK/CONCRETE ° ° I G z?< STEPS °PROPOSED °. e S I e d• '° 9 I a °-- - °°a. I d a ' a ; E David W. Smith P.E. e'. PROPOSED da° ¢ e •.e a e. d° .A•e d• -•v e Q•• ❑N FLORIDA LICENSE NUMBER:53608 �'---- --al BRICK/CONCRETE O a 0a d ° a °' h w w a•. I' I ° ' da °. - ne d PROPOSED ;a ' '•G a �O w ° Thomas L. Hanson P.E. ° STEPS = Q 4"CONCRETE SLAB d a o: •l '° 4 e :I Q a' ° a• � d °a ° .•e' a 0 z FLORIDA LICENSE NUMBER:38654 a 'e e •.a' °. .A. I ° d a • .° ° a p e M I• m d. ': d ' e e LI Mark Ronald Dunn, Jr. -- .. . •e . a. d P.E. I a ❑w po' I U U a °, a - a a °' < FLORIDA LICENSE NUMBER:73968 o Z a'.i Q d . d ' . ° Joel Falardeau P.E. 44 ^ e .a aG d l z a. a ° '. e•• a - d ° FLORIDA LICENSE NUMBER:70667 J.e'• a N�- •b ( Z Q PROPOSED d.' •e ° : ° A +i- .. I d CQ N 4 ° FW/ "CONCRETE SLAB ° 4 °. . FBC Plans&Engineering 8"X8"FOOTER. ° 0 e.. 4 a :a I d a. '• ° g: a a s Services,Inc. °. - e •• I° ° d -• a < .• •e - e. .e °• 44 n d . 6272 Abbott Station Drive Unit 101 Id• A.d .•I v •.• 4 e °• e e•'e d • . a. ° Zephyrhills,fl.33542 ' I da ° a . Phone:(813)788-5314 L_"___°•_,J PROPOSED —g—� --- .--- d a• - .4 Fax:1-(866)-824-7894 BRICK/CONCRETE a Email:erb@fbcplans.com LANDING ANDSTEPS Website:www.fbcplans.com 8' C.O.A.-#29054 w a DATE: DATE:02/10/2016 FOUNDATION PLAN DRAWN BY:J.LUCAS REVISION: DATE: RO 1 r- 1) #5 6' O.C. MAX. & EA. CORNER RO 2 "M . 4" 3000PSI CONCRETE SLAB, FORMED AND POURED RO 3 WITH BLOCK CELLS @ 6' O.C. 8X8X16 CONCRETE BLOCKS RO 4 4 COURSE MAX. W/O / \ ADDITIONAL REINFORCEMENT JOB NAME&ADDRESS: OPTIONAL DECORATIVE 4"X4"X8" SPLIT BRICK OR STUCCO FINISH GRAND HORIZONS:LOT 309 Ill #5 VERT. REBAR IN 3000 PSI CONCRETE 7902 KAY MARIE AVENUE ABOVE ADJACENT SLABS FILLED CELLS ® HOOK INTO ZEPHYRHILLS,FL 33541 N GRADE » -,- -- '--ti \ FOOTING & 2' HOOK INTO SLAB CONC. BELOW i GRADE GRADE } \ CONTRACTOR:REBAR CONTINUOUS �\ \ B&H CONSTRUCTION (2) #5 REBAR CONT. TYPICAL 8"x16" 3000 PSI FOOTER TYPICAL FOOTER/SLAB, 3000 PSI CONC. W/SBERMESH ON 3" HIGH CHAIRS 12" W/(2) #5'S CONT. ON 3" HIGH CHAIRS. OVER CLEAN, COMPACTED, TERMITE TREATED SOIL RAISED CONCRETE SLAB PLANS & ELEVATIONS CARPORT FOOTER SHED FOOTER W/ STEMWALL FOOTER 1OF 3 I HEREBY CERTIFY THAT I HAVE REVIEWED HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN General NotesCOMPLIANCE WITH ASCE 7-10,FBC 5TH A.CONCRETE&FOUNDATION DESIGN: 5.ALL O LAG METE SHALL HAVE A UMINIMUM L FRAMING(G=.42 42TIN . 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY BOLT DIAMETER INTO STRUCTURAL 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 s ' PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, t1's 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 °zg APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. \ ' S r IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 3 m 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'St'js 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ' c. ' 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO GARAGE,CARPORT,RAISED SCREEN ROOM,CONCRETE&STEPS e & ho 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE " s ( €3 BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. c ` rte ' 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA: 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 110 MPH OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: II AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: B 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 4. WIND LOADS: PROFESSIONAL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. SCREEN WALLS(MWFRS): 27 PSF CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL SOLID ROOF(MWFRS): 23 PSF ENGINEER OF RECORD: OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" COMPONENT&CLADDING PRESSURES: 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. ROOF: ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN WALLS: ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.1 PSF CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: FLORIDA LICENSE NUMBER:53608 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 RECOMMENDATIONS. ASTM E 1300 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 5. FOUNDATION PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL Thomas L. Hanson P.E. CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ASTM C94 FLORIDA LICENSE NUMBER:38654 SPALLING OR OTHER DETERIORATION. ASTM C150 6. SOLID ROOF TYPE: 3"X 0.024"ALUMINUM PAN ROOF ROOF,FL 16952-R1 OR EQUIV. ASTM C33 3"X 0.030"ALUMINUM PAN ROOF ROOF,FL 16952-Ri OR EQUIV. B.MASONRY: ASTM C260 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 Mark Ronald Dunn,Jr. P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 FLORIDA LICENSE NUMBER:73968 TYPE M OR S MORTAR. ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL Joel Falardeau P.E. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans&Engineering 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS 2.SIM--SIMILAR Services,Inc. MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. HOLLOW SECTIONS 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4.CONT--CONTINUOUS Zephyrhills,fl.33542 0.024"SHALL APPLY. S.VIF--VERIFY IN FIELD 2X2:---------------------------------------2"x 2"X 0.044" 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 3 X 2:---------------------------------------3"X 2"X 0.050" Phone:866(813)788-5314 G.RESP0NSIBILITY: Fax:1-(866)-824-7894 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"X 3"110.050" STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"X 3"x 0.070" Website:www.fbcplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"X4"110.050" FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"X 5"x 0.050" PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY:J.LUCAS 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 DATE: 02/10/2016 20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 X 2:----------------------------------------1"X 2"x 0.040" REVISION: DATE: 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"X 3"x 0.045" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR.SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ALL WORK SHALL COMPLY WITH ALL RO 1 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND j SNAP SECTIONS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 2 Snap:----------------------------------2"112"1<0.045" USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap:---------------------------------2"x 3"x 0.050" PREVAILING CODES,FLORIC CODE N RO 2 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 Snap:---------------------------------2"x 4"x 0.045" CODE,NATIONAL ELECTRIC CODE A RO 3 ENGINEERING PRACTICES. IN "REMOVABLE PANEL SHALL BE REMOVED WHEN WINDILLS ORDINANCES RO 4 SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS SELF MATING SMBI CITY OF ZEPHYRHILLS VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: J PROJECT ADDRESS: 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" MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 1. ALL LAG BOLTS SHALL DFLATCONFORM WASHER UNLESS TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM.UNITS BUILT PRIOR 2 x 6 SMB:---------------------- 2"X 6"x 0.050"x 0.120" GRAND HORIZONS: LOT 3O9 300 18-8,WITH STANDARD FLAT TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 7902 KAY MARIE AVENUE MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE 2 X 7 SMB:---------------------- 2"x 7"x 0.057"X 0.120"WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED ZEPHYRHILLS, FL 33541 2 x8 SMB:---------------------- 2"X 8"X 0.072"x 0.224" 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. 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" �^ BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 'I1 i Y OF ZEPHYRH$LLS CONTRACTOR: TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17 IN ITS ENTIRETY. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 'LAN S EXAMINER B & H CONSTRUCTION, INC. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL NOTES