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HomeMy WebLinkAbout20-70 City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000070-2020 Phone: (813)780-0020 ' Fax: (813)780-0021 Issue Date: 05/26/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 24 26 21 0000 00100 0090 139554 Valderama Ln Owner Information Permit Information Contractor Information Name: NHC-FL115 LLC/HOWARD PITT Permit Type:Add/Alter(Residential) Contractor: SUNSTATE ALUMINUMN IN- Class of Work:Add/Alter Residential Contractor: CARR CONTRACTING SVC: Address: 39554 Valderama Ln Building Valuation:$45,000.00 INC ZEPHYRHILLS,FL 33542 Electrical Valuation:$2,000.00 Contractor: CARLYLE ELECTRIC Phone: (716)664-1606 Mechanical Valuation:$2,000.00 Contractor: BAHR'S PROPANE GAS& Plumbing Valuation:$2,000.00 A/C, INC. Total Valuation:$51,000.00 Total Fees:$1,245.00 Amount Paid:$622.50 ^\� Q� Date Paid:5/26/2020 12:41:39PM /J�C//J!�" f Project Description v RM ADDITION W/1/2 BATH PATIO COVER ON WOOD DECK/SHED ON CONCRETE Application Fees Building Plan Review Fee $132.50 Mechanical Permit Fee $50.00 Building Permit Fee $265.00 Electrical Permit Fee $50.00 Electrical Plan Review Fee $25.00 Plumbing Plan Review Fee $25.00 Mechanical Plan Review Fee $25.00 Plumbing Permit Fee $50.00 Mechanical Plan Review Fee $25.00 Building Permit Fee $265.00 Plumbing Plan Review Fee $25.00 Electrical Permit Fee $50.00 Electrical Plan Review Fee $25.00 Plumbing Permit Fee $50.00 Mechanical Permit Fee $50.00 Building Plan Review Fee $132.50 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 813-780-0020 City of Zephyrhills Permit Application Fa*813-780-0021 Building Department Date Received r / Phone / Contact for Permitting Owner's Name '��✓I S/LGL J7DlUQ✓� �7 T Owner Phone Number Owner's Address 7777 /^a�tG/il?JU S`4-J(JJ 49� i Owner Phone Number Fee Simple Titleholder Name r Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS / �S Lo/�` 24 /C"PS Ft j3ry Mtn LOT# SUBDIVISION •P �/C UG�S PARCEL ID# q")&-a )—Ot7DO -00107—dQ7t) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR J ADD/ALT I I SIGN Q 0 DEMOLISH I INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK0 FRAME Q/I/STEEL Q ,( DESCRIPTION OF WORK a//Q //p/-94 L✓- 7 Xt 1141 .0.4 &d ajo a BUILDI G SIZE y / SQ FOOTAGE + � HEIGHT Y ITP"i�Yi�l'"fmfmF'rr�i P'r�tT'TI�PTI�t'°9'°'P�Pr9"t®I4F'TT'isP'PT�ITIY'�ITI�r�lY1RT'F�F'�P BUILDING $7 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q ROGRESS ENERGY Q W.'R.E.C. =PLUMBING $ on ��/ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 0`1 0%4t =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO �J r /) / ✓ „y�1. BUILDER COMPANY LNt , 4/ ___rS / SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N /p Address �7 �'� / /� �/t t S S// License/# J C /c2 ELECTRICIAN COMPANY /` /� C!>+•G�/�/C SIGNATURE REGISTERED I Y/ N FEE CURREN Address -r � tS 0?5/ Cr slSti/S rr S 3S� Liceense�# �./ 0d�s/� PLUMBER /L-` COMPANY /�f- dnsf)jI �/926 "/K J SIGNATURE !!! //REGISTERED Y/ N FEE CURREN Y/N Address y �/t! 3� U� / License# IG / j &a,, MECHANICAL /L^Wv_l / l✓l Zee COMPANY RCS SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address s� Gr �fZf � License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction.Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: Thee 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 The 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 contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has Hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or'final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 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—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. 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 installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions,)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, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to 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"willlbe submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit 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,II promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this by by Who is/are personally known to me or hasihave produced Who is/are personally known to me or has/have produced as Identification. as Identification. Notary Public Notary Public Commission No. Commission No. I Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped I Sheds and Carports Plan Review Comments 1) All property markers shall:be fully exposed at time of inspection. (RED TAG IF NOT MARKED) 2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF NOT ANCHO.RED..PER PLAN) 3) All set-backs shall be met. 4) Shall not be installed in easements. 5) Shall be set in the.rear or side yards: 6) only 2 accessory buildings per parcel. 7) ,Sheds shall not be rented o.r inhabited-. 8) Must meet:and follow all conditions of ordinancei780=01 9) No accessory building shall be larger than 300.sq ft:without site-plan approval 10)Not to exceed 16' n' height at peak. 11) No other work shall be permitted (framing, plumbing, electrical and d mechanical)unless otherwise specified. 12) Accessory buildings in residential zones that exceed 150 sq ft shall_be constructed.of masonry, wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade and be consistent with existing architecture of the principie building and adjacent properties. 13).Fence shall not encroach neighbor's private property or.tight-.of way. 14).Fence shall be no taller than.6 feet in the rear and sides of home. 4feet from the front of home: . 15)Good side of fence shall.face out. iNSTR#2020076227,OR BK 10100 PG 2367 Page 1 of 1 / 05/12/2020 10:54 AM Rcpt:2'l61023 Stec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk!! Comptroller FBC Plans C •,L7 ":ttrida &Engineering S uildin 6272 Abbott StallOn Dr. • g Unit 101 Code PAW FL 33542 Farrel lD No NOTICE OF COMMENCEMENT III State of F1 ofidz, Cauniyar �d s THE UNDERSIGNED hanby gives notice that inprowemsrd 1W to,code to certain now property,and In aorardwm with chapter 713,Flodds Statutes, On Nowtrp irdartnation Is prodded to this Notre of Camma nment t �o(� �r�F y 1. Dour"-of Prapsrty:Parcd NMmifl000tbn No, �yJ G•a' _ 0t.V y SbsstAddna:nrria 39s`s l l/A�R✓4/lltn .�l��ve.. h�/'�/;Ili (/ t. 33 rrf�— T 2. GerDalptJmalbr owsment AtAorbeeec 'W /1 ma S I.-aP Ak wd d c c 3. Owner Irdomwon or Lasser btfbfm don ff ate Lou rdracted fartha bnprovemerd NC ^r tS' 11-G 6 f r co?7777 'ti.tnr /:r 1?d Syr.,, c505 Address y�_ nBrS Clly State waned to property: LJ Now of Fos SMVW TlQeholdw. (If afferent horn Owner Ihted above) �.• Carhasdor S 5�4�f i 1 P/� cityStye Na? Addra.a ptgpt. Z 7 7 29 City Contrs state dah T* No.: & S+aety: Name Addtoes City state Amount of Bond:S. Takphaa No.: 8. Lender: • Name Ad#au Ctly State Lendefs TNsphone No.: 7. Posaa vrtttain rife StNa of Roads designated by the owner upon whom notion or oltwr documents may be served u provided by Sacbn713.13(1)(a)(7),•Fktrtda Strttutea: Name Addreu City state Tehowne Number of DeNpnabd Parson: a to addMo t to Nmutt,the error desirmtea of to reach•i copy of tha Uorkofs Notice u provided to Section 71333(1)(b),Flodda Statutes. Tetepttorts Mv4-of Penal or Dedprntad tyOwner. 9, E%*aUw date of 1 1o9aa of Commencement(the s)phatlan date my riot be beta•the completion of oonsbuaton end fing payment to the corwadoe hd w0 be an year from the date of rswnh%w"u s ditmM We is apadllsd): WARNING TO OWNER ANYkAWFNTS MADE BY THE 4ARECONStDixiED B�PROPASULTINYOUR pAY(Nt} E FY OCORDED AND POSD O JBYOUR LENDEORANRNEY BEFORE COMMENCING WDRK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under pedun l dedsre that 1 have read Ra faepotnp nodes of comma mrnord and that the fads @Wd themin an true to tho best and _STATE OF FLOPJDA COUNTY OF PASCO S` of owrw or Less".,drDwrofs or e Odlosr/DbadalP W tertManop or The fonpdnp bwhwm rdwas sdowwiedged before ma INS'I i dry of 2o?ry ul Y(J�+ :'/H_ is. (typo of suthadty,e.y.,ottkar,.tr"'money to tad)for ( of pwV pn beW of evtrom but aM Woo•mated). PmsonmN Known 0 Q$ ta n Notary Slpnalun G•'Gu`,'Y/ — P rodurstZ. tlry]p�W�.o . Type of cotdenW4 tiatProduosd ��•. ( G! /w C Nottty PubW S1+»d Fiodds >> Nency 3 BfDoke - • Myt;,a rdrAgiont'3f3178534 • �M �'4T/11�. . i i I I I I state Of Florida,County Of P8906 This is to certify that the foregoing Is a true and correct copy of the document ° on file or of public record in this office. Witne�,s my hand and seal this yisti • ,day oC '' ` Nikki Alvar SEsq. Clerk&Comptroller PascoCo , Deputy Clerk i i I : I I ! I I �rZ�as�irn�j �,=�'�'� ��,rf r�7,/ .,.�ff-Y �����'i � ���t,✓f�� .,' ���'�� -I - I -- -- -' ---�-- -I- -• --- — 1 , i 'i i I I i I , i l l 1 44, OM Ila I I I f i I 3 a I I I I I � �•� �I j i , I. I I i. �� i i 1 , 1 I , ' I I i ' � 1p lil'C)fa� � CO fOd.1 ,�•II : I � � I � � �' - ti I ' I ! � I� J E. 1 !K � I ��9 •� -� I : 1E 9 I I ! I i I I I i I ; I • i I I I P loricla tiu]lclmg c:od.e Un11ne Page 1 of 2 �r- BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff I' BCIS Site Map I Links I,Search I n) ° Product Approval �� USER:Public User db'pr Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Neil.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton Neil.].Sexton@saint-gobain.com Technical Representative Neil].Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 NeiI.].Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W.Knezevich,PE I�1 Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 no N"QTRlf rry I ER® 4. PRODUCT DESCRIPTION: This Evaluation Report covers Norandex Vinyl Siding Systems in a variety of profiles and surface textures/ colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations/Conditions of Use herein. Brand Product Profiles Thickness., American Classic American Classic Insulated Siding System D4,D5DL,D6 0.044" Cambridge Beaded 6.5 Beaded 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,D5DL,D6 0.044" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,D5DL,D6 0.044" Norandex Sagebrush D4,D5DL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,D5DL 0.044" Summit Manor D4,D4.5,D4.5DL 0.040" Woodsman Select D4,D4DL,D5,D5DL 0.042" 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (Vasd),wall-height and Exposure for the project and its location. For installations and/or locations exceeding the prescriptively allowable installations,limitations relating,to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of project-specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 (Pasd)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GCpi=±0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,t=1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to"NO"indicates additional testing is required. 5.3.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever is smaller, but not 15 less than either 4% of the least horizontal plan- d B ® a view dimension or 3 feet, as outlined in Figure o 30.4-1 of ASCE 7-10. 5 55 0� Exterior Research and Design,U.C. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 i -,, TRINITY 1 ER® 5.4 For existing substrates, the AHJI'may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 61G20-3. i 6. INSTALLATION: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 4756'and recommendations of the Vinyl Siding Institute",subject to the Limitations/Conditions of Use noted in section 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1%" long (min. %-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Claremont NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844);(717)1764-7700;www.archtest.com/vsi -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTM. Complete information on the Vinyl Siding Institute can be found at www.vinylsiding.org. Report C13820.04.09-1-R3 Evaluation Re Exterior Research and Design,LLC. P Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 w z 'i to to .< 0 to v, In CL °i � c c c o In m ., 2 �. a C n W N. Q. 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Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800) 663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6-8"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0128.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514010A.odf 3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required, hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 fUn od-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door ts Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.odf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FLO128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.odf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05, 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute hfine•//tznxnxr flnrirlal�iiilrlinrr nrrr/r�r/r.r or.r A+1 1)in le)n1 0 Florida Building Code Online Page 3 of 3 Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.odf 12'-0"x 8'-0"max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05. 4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110 03 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FLO130.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO130-05 for details. 4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0131.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites Units , Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure:+45.0/-40.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 RS II FL0131.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. eack Pleat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which an be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCM1i+i' Credit Card Safe llfi�o•/A.n:nzr+lr»-A. 1.­;1.a;.. , Q: 149'MAX. OVERALL FRAME WIDTH 21 MAX 36.375" MAX. OJ (0 SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. 6t-B"DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAGAL FRAME WIDTH -i cn §i cs GENERAL NOTECl Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO rl rl ri rl ILI cl CO - THE FLORIDA BUILDING CODE AND WHERE PRESSURE —Z REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W LLB DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, n o Lr) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^m N0) 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON C/3 U) OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. p uj 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN st ACCORDANCE WITH SECTION 2220 OF THE FBC. 1v 1 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 c0. i AND SMOKE DEVELOPED INDEX OF BID PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL, TEST DESCRIPTION DESIGNATION RESULT I SELF IGNITION TEMP ASTM D1929 740*F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN T TENSILE STRENGTH* ASTM D638 7.50% DIFF a COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 450D HOURS XENON ARC METHOD I AFiendamloNA DOUBLIT DOOR UNIT W/SIDFLITES V)in m in Ln 9) z 2 z w It !-w V) 0 a z 1313 Or] M E3 m El El rim in 0 'w (n on 0 0 ME 0 n D. "00 R no on -On a 0 co �!Om 11 0 w Iq C4 I L SINGLE DOOR UN SING E DOOR UNIT wlsiparrEs 00 W,ffH SfDEL WITH SIDEL im 0 m Z WHERE WATER INFILTRATION PERFORMANCE IS UBLE DOOR kr w/stpuaEs U I I II I DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE 7/11 5 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING I OUTSWING INSWING OUTSWING SCALE N.T.S. -T- X 6wy X 37.5" +76.0 -76.0 +76.0 6,0 +55.0 5-g _'!5*0 SHEET # DESCRIPTION XX 74' 55.0 - :-i'2.!bo 'RI.. g.. Dwrl.BY.- SWs 0 ICAL ELEVATIONS & GENERAL NOTES- OX or XO 75" -55.0 1+58:2, 2526 +19.0 4 5 0 BY. ANCHORING LOCATIONS & DETAILS OXO �1Q n f OX0 112.5"_ 1�5.2 KURT BALTHAZOR NO.: 4 -gg.9 1+55.0 4 .0 OXXO ANCHORING LOCATIONS & xxo 149'" 5,0 FLORIDA P.E. r.Wl7M!A=-F-Ll0li28-05 I ' 3 SHEET I OF 13 Lo Er 00 SEE DETAIL Kr 'E' 3' -3- 3- 3" 3. 7- it--I V) -.A I in yr tzu a< SEE DETAIL- U) "D' < cy SEE DETAIL IL .c. uj w �Z—1 - - c SEE DETAIL l, Lu w vc 0 0 M 1 6" 6" 1 6-3� 1 1 1 1 6. 3" �3- .3- 3- 1 3�- - 3" SEE DETAIL g 3: F- mdu*m to mml z 0 caicawg; z Heviewod6ytz La D40 <a� In, 0 Z ASTRAGAL RETAINER BOLT HOLE L) In, 0 MUST BE DRILLED THROUGH -j 8 0 w (n #ID x 2" #8 x 2-112- Mw #8 x 2-1/2 F-;�;---�THE THRESHOLD & INTO THE #10 x 5/8" STRUCTURE DEEP ENOUGH F-�� -I FORA 1.375" THROW #8 x 2-112" #10 x 1" 0 m #10 x 518' ❑ DETAIL "F" ASTRAGAL#10 x 314" #10 x 2" DETAIL "EIASTRAGA 10 1111; LISS) ,/(., X%EG FRAME DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 ORATw INSERT AWK STEEL OR BLTTYL SPACER DETAIL "D' STRIKE PLATE TO FRAME 1/2*BITE C�L)GO L At a�� DF—TAIL AS SHOWN. 1-1/2-PHS TYPICAL I DATE.- 7/11/05 SCALE N.T.S. 0.962j DWO.BY. SWS 1-375" Rt-�� C=M-1 DOW CM ST, T T FXfERIQ fmINTER10 DRAVANG NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL DETAIL I)WG-MA-FL0128-05 SHEET_' OF L0 SEE DETAIL 1—3 6' Do 'E' SHT. 2 3 3-- 3'— j— ot:--j eF V 6� 6" 1 6. 6"" (Q 6 b 0 1-1 SEE DETAIL C) D" SHT. 2- Z6 SEE DETAIL "C" SHT. 2 0 3" 3" 3" 3. SEE D 6. DETAIL SHT. 2 6- ATTACHMENT DETAIL M V)(n In 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Ln V)V) SIGNED AND SEALED BY LUIS R. LOMAS, PE - pddendumloNAldl (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 0 Gwjoffift: FASTENER RATING FROM THE DIFFERENT FASTENERS U) BEING CONSIDERED FOR USE. JAMB, HEAD, AND Date U, THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE tz #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �-O w w tn 0- 0 z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 5 U) o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE gotdw V) '00 WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND CQ:Zc cc 2. MULLIONS TO BE 2-1/2' X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED co FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES N r N do CORRUGATED FASTENERS LOCATED 3" FROM EACH END 04— AND MAXIMUM 7" O.C.; OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6 FROM EACH END AND MAXIMUM 12" O.C. 1.50" 1 1.25" uj 0 25 —GX MAX 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN " MIN 0.25" z ANSi/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE 7171105 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL— SCALE N.T.S. MINIMUM EMBEDMENT OF 1-1/4". OWD.EM SWS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHX.BIC TRANSFER LOADS TO STRUCTURE. ORAMNO NO.! 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWC-MA-FW728-05 ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET 1.1V11U0.1J U11LL111 %—ULLG V111111G b' � 1Q�G 1 VlG tar.Op t� ` AF:��.:e ryko-" n� - tG, �'1 'it.,!]t,7: ��f y, Z',�..��• •1' BCIS Home Log In User Registration j 1 Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map f Links Search dblex a Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail r FL# FL17822-113 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext255 sbrooks@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 190Q SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich, PE fr! Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1300 2004 Equivalence of Product Standards Certified By RiI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo dN/A https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1 UoT 1 E... 1/9/2018 rionua.Duiiiaing k_aue uIulne Page 2 of 2 FL17822 R3 COC 6thEdFBC-FL17822.pd Product Approval Method Method I Option A Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summary of Products - I FL# Model,Number or Name Description 17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC CAR 138-1350.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/17/2019 Design Pressure-+35/-35 Installation Instructions Other: Max.size 53 1/8"x 76",Fin, Flange,DP+/-35 PSF, FL17822 R3 II CWS-1099A(SH-610. NI DP35).pd Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRep CWS-1099A(SH-610,NI, DP35).r)d Created by Independent Third Party:Yes 17822.2 SH-610 Vinyl Single Hung,Non- Max.size 53 1/8"x 76",Fin,Flange,DP+/-35 PSF.Glass I Impact compiles with ASTM E1300-04. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR.pd Approved for use outside HVHZ.Yes FL17822 R3 C CAC 138-1393CAR.pd Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure.+35/-35 06/17/2020 Other: Installation Instructions FL17822 R3 11 CWS-1099C.r)d Verified By: Lucas Turner,PE FL PE 58201 Created by Independent Third Party.Yes Evaluation Reports FL17822 R3 AE EvalRenortI099C.rid Created by Independent Third Party:Yes [5--e-1 F-----tl g;Dntact Us::2601 Blair Stone IlQad,Tallahassee FIL 32399 Phone:850-487-182 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statemen ::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487,1395.-Pursuant to Section 455.275(I),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls;provided may be used for official communication with the licensee.However email addresses are public record.'If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click b_eM. Product Approval Accepts: Credit Card Safe MIN= https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Yl UoTI E... 1/9/2018 SINGLE HUNG-NON-IMPACT GENERAL NOTES: (SHOWN W/DIFFERENTOPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWtStS� TO COMPLY WITH THE FLORIDA BUILDING CODE(MC),CURRENT 1903 SW44TH AVE EDITION. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 3* FLANGE WIDTH -UNIT A STANDARD WITH-k GLASS FLANGE WIDTH Sot -UNIT B STANDARD WITH j•GLASS 670 PVC 37• MAXUNITWIOTH SINGLE HUNG 3.CONFIGURATIONS:'Ol7C_ 48• 4.DESIGN PRESSURE RATING: NON-IMPACT �.,7. GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASSDLO GLASS TABLES ASTM E-1300.04.[Fr POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n N r INFILTRATION TEST PRESSURE AND GLASS TABLES $ Qo ABTME-1300-04. 1 m Y &ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED 'm w w m 731' 7t1• VB IN THE DESIGN OFTHIS PRODUCT SEE SHEETS 6-7 FORANCHORFLANGE ( RANGE LASS DLO DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR o Z HEIGHT O I HEIGHT B O WOOD ANCHOR CALCULATIONS, S.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 00 o w SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 02'SQ qq a 76• T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM o F HEIGHT UI�N T SEALANT USED A7 FIXED MEETING RAIL ANO JAMB, o ��w HEIGHT I e 6.SERIES I MODEL DESIGNATION SH-610. @ 5 z a G 614D e S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z X D X=OPERABLE SASH,O=FIXED SASH ���$y+dPNp�TN rTGr� 37�• X 6 IM SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN ASIMILARMAX F `�-••y1C ENSF•y 4 4 HSASH 7 GLASS OLD LOCATION. �v No 6B2Di 'P G 11.EXTERNAL WEEP SLOT=114x1-172'LOCATED S FROM BOTH - ENDS. %9 i STATE OF 31i�3. E A C GtASS DLO 7 sED Lucas A.Tumer °�hSioNri� ;a`' 2016-08-05 MAxs�wlDlx as'� A 15:14-04:00 Z GLASS OLO $15/2016 4,�^,t�T5�� LUCAS A.TURNER,P.E. UNIT A MAXSASH WIDTH BARA 01 i239 39 JAHARA AVE. NORTH PORT,FL.34288 PH.941-380.1S14 UNIT H snEETD OPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX.UNIT DESIGN PRESSURE IMPACT ORAYINBr: DATE' GENERAL NOTES B ELEVATIONS-1 SIZE REINFORCEMENT {SATING RATING s�6 or�znls GLAZING DETAILS.....,......-------2 DWca Ev: SEGnON VIEWS-..-.....„--.-_-.-....._3 53-118"x 76" 2115 +1 PSF NONE S-1p95 C EXIRUSIONS S B.O.M.-M._._.-.,...4 37"x72" 200912115 +l-3355 PSF NONE ANCHOR SCHEDULE 6 NOTES.--S SHEET INSTALLATION DETAILS.-..-.-.---S-7 11 S IOF7 fi I i I i 15D0 SW 44TH AVE OCALA,FLORIDA 344114 MVW.CWS.CC OYERALI E OV�L •OVERALL. 'OVERALL NEALEO J.TEMPERED A ANNEALEO 'TEMPERED 610 PVC 'AIRSPACE 1-AIRSPACE ALRSPACE AIRSPACE SINGLE HUNG 6 ANNEALED �B'TEM1IPEREO ,6'ANNEAL.ED TEMP • ERED NON-IMPACT 2. SIKFLX552OR p{ SIKFLFX552OR P 8 KAFLPX SIKAFUXS 20RURFECT GJg'H PRPECTGAEH PURFECTGLAZEW m PURFECTGLAZElw N m S C O GLASS BITE �•ILASS BITE e'GLASS 51TE 'GLASS SITE m Y — — — V, 0 lz i O_ C n j7n ? �L) R' GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D <z e•OVERALL i *T"P.10REW k ANNEALED t6'A rRSPACE �v' No 58205 'A iA *� �j•ANNEALEO STATE OFF %O: iR S Uft 26 P�FE ZE'LEX M OR ff %GL`Ss�ORtO�'G��•,• NO E:GLASS*TYPE E O 37 x 72'UNIT SI�fiEO �4�SrONAq �� r a•cuss BITE z� ---- ; 81512018 LUCAS A.TURNER,P.E. FL PE F 50201 1239 JABARA AVE. NORTH PORT,F1 4288 PH.9II7380•1574 SHEET OESCRIPTUM GLAZING DETAILS GLASS TYPE E ORAWN 8: DATE SJB 06127/16 -- REV-' CWS-t099 G srAee SHEET t:t 2DF7 i I INTERIOR cammEm ogogm s 1900SW44THAV—E 2 34474 14 610 PVC SINGLE HUNG f--) NON-IMPACT El SECTION B-B 9 70 NOTE:LEFT SIDE SHOWS FIXED SECTION VILDN, PJGHTS")EsHOWSr,ASHSFCTIC)NVISW- i e e i!>Lu n n 4 11 11 mo E3 M<0 z W,rHOUT 2115 REINFORCEMENT INTERIOR `1-- rl n I SEE CHART PAGE I o 7 rl )LiL-j I ir WITH 2115 REINFORCEMENT 'T'SEE CHART PAGE I u u S-Pl. STATE OF off, 14 -ji a LUCAS A.TURNER,P.E. FLPE958201 SECTION D-D 1239JABARAAVE. DEEP POCKET UNt-FRAME NORTH PORT,FL 34288 PI4-S41.360-1574 2 SECTION MEWS 9 sis 06127116 NOTES: FOR BOTH UNI-FRAME -- EAVALASLESL... SECTION A-A ALTERNATE FRAME qt'r UNI-FRAME CWS-1099 SECTION CmC _PE' ERNATE HD ME.ETING RAIL AND STANDARD PC �II. AND UNI-FRAME t, .BALANCERS A LARGER SASHES.(NOT — SHEET SOU., R I _ FOR 1:2 3 OF 7 SHOWN I,SECTION MOTE:ITEMS NOT SHOWN FOR CLARITY,3541 i i i i i ITEM PART lmsmipmoN MATERIAL VENDOR 37116• 312' FRAME CORNER CONSTRUCTION 1 N•6125 HEAD OUTERFRAME PVC ATN 2 H-6125 IAMBSUI.OUTERFRAME WINDOW SYSTEMS PVC ATN 3 3 H-6126 SILLOERFRAME PVC ATN 7721116- 4 H-6132 SASHSIDERAIL PVC ATN 23I8 19005W LORIDAE OCALA FLORIOA 34474 5 H-6136 SSH BOTTOM RAIL PVC ATN i/16• WWW.CWS.CC 6 H-6137 FIXED MEETINGRAIL PVC ATN 391S p37/1. 7 H-6139 SA5HTOP RAIL PVC ATN CORNER WELD ALL SIDES)8 5-6141 GIAZINGBFAO PVC ATN n 31 J610 PVC 9 S•6142 SASHSTOP PVC ATN �1, ° 13176' 0 SINGLE HUNG 10 S•6143 SCREEN ADAPTOR PVC ATN 11 P-5085 W57P.OLONBULBMNYL AMESBURY .1' NON-IMPACT 12 P-5086 Iwsm.OLON BULB M NYL AMESBURY 050• 13 BALANCERS-CONSTANT FORCE RT562 SWELL PVC FRAME HEAD H-6125 PVC FRAME SILL INTERLOCK m m n 14 P-5392 SASH TILT DITCH NYLON CALOWBL H-6126 S-2011 N N�f 15 P-5393 PIVOT CARRIER NYLON CALDWELL 516' I o o.`- 16 P-5396 PIVOT BAR SS CALDWELL B 5/16• 13Iy18'� ^ 3t4• 10 m Y Y❑ 18 P4146 RBX3/A PHILFLATWk f1ESM5 STEEL FAMNA.STEEL FASTENAL 15116' .050' 1f }�"� `•+� 7/78' FDCEO MEETING FAILW W m N 1- P-30285ETRNG BLOCK RUBBER FRANK IDWE I1 L SCREWEOTOGETHEE WITH 20 S-2001 INTERLOCK RAIL ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP 1.9 0 -+ Z 21 H-2115 REINF HD FMR ALUM KEYMAAK S-6141 I S-6142 PVC SCREEN ADAPTOR 3 � S fi143 w m 22 ASCEND 1l7fi4' 1I/1S 6 /16'FI--177116 1Nfi• Z ?a Z3ziF° oa NF.TCP RAIL W 23 1 P-5388_LOCKS NYLON LAWRENCE 6 2118 pa 24 P-5389KEEPERS NYLON LAWRENCE � 25 P-5420 WEEP COVER NYLON M&M 17 U 26 HOTMELT SILICONE TRUSEAL 17116' 1[180:11,V 17 227 P-3305 WSP00%K1B7SOFTTOUCFIN ULTRAB TP.205B% L 28 P-5425W 5/8•DUST PLUS UUWAB U m<C7 29 P-5390 HOLEPLUG NYLON Z 30 GLASS SEESHEE72 PVC µ OE2RAIL PVC SASH RAIL PVC SASH FMR PVC S HSHG1 OP RAIL 31 P4539 RB X2-1/2PHILTRUSStek STEEL FASTFNAL I - +y_p'•c ENS'TG,��' Bli6'��''13115SF- �, 32 P-32185CREEN FRAME ALUM FLASCREEN r 33 P-1754 SCREEN COflNER KEV NYLON MSO7EEN I Cam, No SB201 :�P's 34 P-3228 SCREENSPLINE OAPA *� * �;F� 35 P-3D295CREENUFTS SUMMIT 36 P-3033 SCREENSPRINGS FLASCREEN 7/1E s9OL STATE OF 37 BALANCERS-CONSTANT FORCE HT 880 REINF.TOP RAIL 38 H•6 57 HO FIXED MEETING L 3 RPI PVC VISION S-2009 �LyFs 39 H-6193 UM-FRAME,8B0 BALANCERS PVC VISION 11�C��+ 40 S•621fi UM-FRAMESILLPOO°ETINSERT PVC VISION 37/i6' 41 5-6217 UM-FMMESCREEN RETAINER PVC VISION 171NC y; 7 t3NB•--I �� 8/f5TURN 39 II—}- 40 a LUCAS A.TURNER.P.E. 21N6' 2178' 1 FL PE#58201 111fi' 11/B' 1/16' I �0 13776• �o L 1116' 7 TH PORT FIL 34 3916. p =� 7/16' NORTH PORT,FL 34288 a PVC SILL POCKET INSERT REINF.HD FMR PH.941-3B0-1574 o S•6216 PVC HD FMR H-2115 sneer oescRlPrlav: I H-6157 6DOSA-TS BOM AND EXTRUSIONS PVC FRAME �-- I 1/16, opn•.w BY: wTe H-6193 71 SJB 06127/16 Dwcx. R e PVC SCREEN RETAINER CWS-1099 C LINE ITEMS NOT USED: S-6217 NOTE:ALL EXTRUSIONS ARE ALUM.6063 T6 UNLESS OTHERWISE NOTED. s�E' SHEET 25,29-30 1:2 4 OF 7 c WICMS NDOW SYSTEMS ANCHOR®MIDSPAN 1900 SW 44THAVE 6'MAX RYp•) 4•MAX(fYP.) B•MAX O.C.(TYP.) OCALq FLOPJDA34474 S. (NP.) SEE NOTE2 4•MAK SEENOTE2 WwW.CWS.CC 610 PVC u IXSINGLE HUNG I MAXO.C. B• NON-IMPACT (fYP,.) MAX D.C. .L_ O mp' O N N m O r p / THR OUCH SREaD 2LITG RAIL 1 ANCHORS REWID m Y Y L LRG ML OVER37' WIDTHS (q W W m DVER37 Z m 3•�P.)S 3•M., D i O 3-DYF) o vi >>m_ e o Z W X ' O� �(` INSTALLATION ANCHORS(TYP. O g . ' 4 ao3� O m¢2 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT No�A�Pi1OREly'l q� LND BILLANCHORS REWIRED] No 58201 '�P2 *e rt =*c NOTES: �90�• STATE OF i�rtT� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��S...... EI�U 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114'.USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOTALLOWED. ;Z 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE I,SHEET 6. 815/2016 LUCAS A.TURNER,P.E. 4.ALL INSTAUATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL FEW 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. NORTH PORT,FL 34288 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380.1574 SPECIFIED IN TABLE I,SHEET 6. sx_-Er DESCAPTIOM G.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKSARE ANCHOR SCHEDULE AND OPTIONAL NOTES 7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWNBY: DATE SJB 06/27/16 B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED 13YTHE ARCHITECT OR ENGINEER OF RECORDAND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE DIN a REVS SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN INTABLEI,SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW51099 C x"�` SHEET 9.SEALING AND 0(FIN%NGSTRATEGIESFOROVERALLWATERRESISTANCEOFINSTALLATIONSHALL). DONE BY OTHERS FOLLOWWG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 1:25 FMAIAAMA CO FlN WINDOWS)FMAIAAMA 200 FLANG WINDOWS FMANVOMA 250 BOXWINOOWS FMA/AAMANVOMA 30D EXTE IOR DOORS 50F7 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENNT[z l%1 ffffj, 4% -TO1E%. ALL CONNECTORS AND FASTENERS IN CONTACT HEADERS SPAN JACK PRODUCT APPROVAL CODE CHART W/TREATED WOOD SHALL BE ZINC COATED _ a /e e �, ® BEARING WALL SIZE 'yy' STUDS GALVANIZED STEEL OR SIMPSON'ZMAX' .Tp,,TF_OF e ms STRUCTURAL COMPONENTS o SUPPORTING (2) 2"x4" 4'-4" 1 SIMPSON SP1/SP2 FLI0456 o SIMPSON H10A FL11478 COMP. PANEL ROOF �a� 'sasQ,la 2 2"x6" 6'-4" 1 SIMPSON DSP FL1O456 WALL PANELS(PLYWOOD)NAILING NOTE: (2) 2"x8" 8'-O" 2 SIMPSON SPH (110456 SIMPSON ABU ABW FL10849 NAIL 8d NAILS 6"O.C.@ EDGES&12"O.C.IN FIELD. ,' (2) 2"x10" g'-6" 2 SIMPSON LSTAJMSTA FL10852 ROWS OF NAILS SHALL BE "MIN.FROM PANEL (2) 2"x12" 11'-6" 3 SIMPSON CS16 FL10852 EDGES.PLYWOOD SHEATHING SHALL OVERLAP PROFESSIONAL ENGINEER SEAL BOTH TOP&BOTTOM PLATES.ALL FASTENERS DBL.HEADERS W/"PLWD.SPACER,GLUED& NAILED PER MFG.'S SPECIFICATIONS. ENGINEER OF RECORD NAILED W/16d NAILS @ 24"O.C.(2 ROWS David W. Smith P.E. STAGGERED) FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER:86663 FASTEN 3"COMP.PANELS TO TOP PLATE W/1/4"O LAG Joel Falardeau P.E. SCREWS W/NEOPRENE WASHERS,1-1/2"MIN.EMBEDMENT, FLORIDA LICENSE NUMBER:70667 @ 8"O.C. Erik Stuart P.E. DBL 2"X4"TOP PLATE(ONLY NON-TREATED WOOD IN FLORIDA LICENSE NUMBER:77605 CONTACT W/ALUM.ROOF OR PROVIDE IMPERVIOUS SP2 OR H2.5A MOISTURE BARRIER) SI EQUN RSP4,LSTA12,SP2 2X4 DOUBLE TOP PLATE DBL.2X HEADER WITH 1/2"PLYWD.SPACER OR EgUIV.@ EACH STUD OVER DOOR.SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE FBC Plans &Engineering METAL FLASHING OVER DOOR OPENINGS WALL HT.EXCEEDS PANEL LENGTH Services, Inc. 6272 Abbott Station Drive Unit 101 2X4 WALL STUDS @ 16"O.C. INSTALL WINDOW FOLLOWING MANUF. Zephyrhills,fl.33542 2x4 CRIPPLE STUDS @ 16"O.C. INSTALLATION INSTRUCTIONS Phone:(813)788-5314 Fax:1-(866)-824-7894 7/16"OSB OR 1/2"PLYWOOD PLYWOOD SPACER,/PER CHART Website:www.fbcplans.com SHEATHING,SEE NAILING NOTE 2X4 STUDS @ 16"O.C. C.O.A.-#29054 DRAWN BY: W.P. 1/2"CDX PLYWOOD OR 7/16"OSB NOTE:VINYL SIDING MUST BE INSTALLED SHEATHING AND VAPOR BARRIER OVERA MINIMUM 7/16"WOOD STRUCTURAL DATE: 5/05/20 12X4 LACK STUD PR36X80 SHEATHING SHALL OVERLAP BOTTOM PANEL SHEATHING(PLYWOOD OR OSB)WITH REVISION: DATE: 12X4 FULL LENGTH/KING AND TOP PLATES.(SEE NAILING NOTE). AN APPROVED WEATHER RESISTIVE BARRIER STUD PLACED UNDER THE SIDING. RO 1 ATTACH JACK TO CONT. INSTALL DOORS IN OPENING 2"X4"WOOD STUDS @ 16"O.C. VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. RO 2 STUD W/12d NAILS @ PER MANUF.INSTALLATION P.T.2X4 BOTTOM PLATE RO 3 24"O.C. INSTRUCTIONS SIMPSON SP2 OR EQUIV. RO 4 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS,12"FROM CORNERS,6"FROM OPENINGS AND 24"O.C.WITH 4"MIN. #20_0429_438 6'-0" 2X4 BASE PLATE EMBEDMENT AND 1-3/4"MIN.EDGE DISTANCE TYP. SPl PROJECT ADDRESS: HOWARD PITT SIMPSON DSP OR EQUIV. GRADE io ;:�r- ;�- =" ____A 39554 VALDERAMA LN. WALL FRAMING FOR C'° STUDS TO BASE PLATE f MAJESTIC OAKS • ZEPHYRHILLS, FL 33542 DOOR OPENING CONCRETE BELOW iv : :'_'. GRADE PER R403.1.4 ' WALL SECTION CONTRACTOR: 2#5 REBAR CONT. L12- SHED SUN STATE BUILDERS ON 3"HIGH CHAIRS WOOD WALL FRAMING i MIN.EMBEDMENT SUBSTRATE � �� TYPICAL HEAD ANCHORAGE BEE TABLE 1 BY OTHERS SEE TABLET CEO MIN.EDGE GIST. 114 MAX SHIM � MIN.EDGE 015T. SUBSTRATE 19DO SW 44TH AVE. SEETABLEI BEE TABLET BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 1/4°MAXSHIM WWW.CWS.CC SUBSTRATE BY OTHERS SEETA L I.T.G SEE TABLE 1 BEE TABLE 1 MEETAB EOMENT 610 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER s�TAB�+ SINGLE HUNG Ws1DEANDouT E ❑ SEETA13LEEI NON-IMPACT SEALANT BEHIND FLANGE BY INSTALLER 114'MAX SHIM 0 Ltae PERIMETER SEALANT N N r PERIMETERSEALAHT -__ BY INSTALLER c BY INSTALLER INSIDEAND OUT INSIDEAND GUi INSTALLATION ANCHOR m X x FLANGE BY IND INSTALLER SEETABLEI 'm w m FLANGE BY INSTALLER SEALANT BEHIND z INSTALLATION ANCHOR FIN BY INSTALLER g:.. J Z SEE TABLE I B HORIZONTALSE-1011 C 1111—NTALSECTON 3 O 6 TYPICAL FINANCHORAGE C7 6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION > Z�j � O CONTINUOUS DEL 114*BEAD OF SEALANT NOTE ADDIRONAL THRU-FRAME ANCHORS(AS AROUND PERIMETER @ALL WOILATE0 SHOWN IN DET.DID)REQ2f AT MTG RAIL FOR UNIT POINTS BETWEEN FRAMEAND SUBSTRATE WIDTHS OVER 37'.SEE SHEET 5 ANCHOR LAYOUT. oO O �z O +/4'MAX SHIM O m Q O Z FVWSEAGE BY INSTALLER ��\t' ..P'LY'? got' IM PERIMETERSEALAAT ` ENS�.•.�Gr BY INSTALLER `� No 58201 N.P� INSIDEAND OIIT SUBSTRATE BY OTHERS L� ae as SEE TABLE 1 q VERTICALSECDON c9o\•STATE OF t�I4L� 6 TYPICAL SLLANCHORAGE i�F'•.0 pRLOp G�,t`J NO SILL ANCHORS REQUIRED r��sS�ONA�E�•' TABLE I:APPROVED INSTALIATION FASTENERS O �� .FRAME TYPE SUBSTRATE TYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. �1 8/5/2016 FLANGE CONCRETE(2.0 KSI MIN.) 3116.TRN TAPCON V 1-118" Q LUCAS A.TURNER,P.E. FLANGE HOLLOW OR GROULFILLED CMU(117 PCF MIN.) 3116"ITW TAPCON �i 1" T' RAA PERIMETER SEALANT 1239 JABABARAAVE FLANGE CONCRETE(2B5 KSI MIN.) 3/16°ELCO ULTRACON 1" 1" BY INSTALLER NORTHTH PORT,FL 34268 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2' INSIDE AND 007 PH.941-I80-1574 D HORIZONTALSECTION 3116'11WTAPCON 6 BOX FRAME INSTALLATION SHEET DESCRIM : FLANGE 2XMIN SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 131B" 71B SIMILAR FOR SILLANO JAMBS FOR BOX INSTALLATION FLANGE 2X MIN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/B' 716' INSTALLATION DETAILS FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #1046 HILTI KWIK-FLEXOR ffW FULL THREAD 7116" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAwN er. DA (33 KSI YIELD MIN) TEKS SELF-DRIWNG SCREW THRU 0.060" UP TO AND INCLUDING A BOX-FRAMEAPPUCATION IS ACCEPTABLE PROVIDED: SJB 06/27/16 1IB"ALUM.(6063T5 MIN.)OR #10 GRADE 5 SELFTAPPING 1 FULL THREAD 1/6"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7fl6' -MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE Dwcs R < FIN 2X MIN.SOUTHERN PINE(G-Q55) #10 WODD SCREW 1-1PI 1/Z' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1099 C -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET' NOTE.0 NI-FRAME OPTIONS NOT SHOWN SHOWN FOR FLANGE WINDOWS. 1:2 60F7 I r t'D11N.TiMB XSHIM Gomm j'$-"�j va'MAxswM-- WiNpoW sysTEtas 1%I O '' ° • 18DDSW4ITHAVE T MIN.EDGE DIST, OCALA.FLORIDA 34474 TYPICAL HEAD ANCHORAGE C wWW.CWS.CC INSTALLATION r SIf6'FCCOULTRACOC7 V MIN.EDGE DIST. 610 PVC SINGLE HUNG SOUR CONCRETE CONTINUOUS DOL IW BEAD OF •>• SUBSTRATEBYOTHERS Dn D D`+ °p";e D D'D SEALANTAROUND PERIMETER a°aaa= NON-IMPACT' SEETAeL£t,SHT6 ° D� P P ATALL WDICATE13 POINTS BETWEEN ��^ pea• °De p•° p THE FRAMEAND SUBSTRATE BY INSTALLER °P•oD.D .n a�o➢ '.°to In B PERIMETER SEALANT D D D Dp I t'MIN.£NIteFD1u. Y EM SEALANTH£HWD FLANGE p o p INSIDE AND OUT p BYWSTALLER Da° �S'Y SEALANT BEHIND RANGE -114'MAX SHIM PERIMETER SEALANT BY INSTALLER a SOLID CONCRETE w m BY INSTALLER INSIOEAND OUT SUBSTRATE BY OTHERS SEETABLE I,BHT .s Z T�HOR>LOMALSECTION S 7 TYPICAL JAMB ANCHORAGE -y INSTALLATION ANCHOR 3116, 116 ELCO ULTRACON g a CONTINUOUS DBL II4'BEAD OF SEALANT N AROUND PERIMETER®ALL INDICATED a I- Lei POINTS BETWEEN THE FRAME AND SUBSTRATE BYINSTALLER t1 V4'MRX.SHLM VMIN.EMBEDMENT O©G Z BYINSTALLERBEH4ND FLANGEr7/6'MAX BRIM ;nu -� �tsslPNpsWrT�°• PERIMETER SEALANT L� a ° a 1 MIN.EDGE DIST. INSIREAtd OUT -F INSTAUATU)NANCHORz-�- No SB24t -� 3tIVELCOIJORACON 1'MIN.EDGE DIST. EXTERIORFINISH > o . P p'p ,•° I ^.p� :qZ BY OTHERS !9• STATE OF .�2 P 'v �ooap`an OR 1 SOD CONCRETE COMWUOUSD6tiEEADOF ; ��oAOPNT�LIBESTOEER5 ETA iHT6 D A ICTEOINTSBvEEN NAIas%, THE FRAME AND SUBSTRATE BY INSTALLER �1 YERTICALSECTION 7 TYPICALSILLANCHORAGE NOSUANCHORSREOLRRED °nu 6/512016 LUCAS A.TURNER,P.E. SEALANTSEHIND FLANGE n SCUD CONCRETE FL PEN 58201 BYWSTAUER SUBSTRATESYOTHERS 1239JASARAAVE. SEETABLE L SHTS NORTH PORT,FL 34235 PERIMETERSEALAMRYINSTALLER WOOD SUPPORTSYOTHERS PH.941-380.1574 INSIDE AND OUT SHEFTOESCRIPtlOtV INSTALLATION DETAILS G HOAROMALSECTION POURED WALL TYFICALJAMS ANCHORAGE-WOOD SUPPORTS TS D BY., tM1E HEAD AND SILL SIMILAR JNO SLLANCHORS} SJB 08127/16 owcs R . _NOTE:INSTALLATION ON THIS SHEETARE FOR SOLID POURED WALLS USED CWS•1099 C SPECIFICALLYINTHEVILLAGES,FL OR FOR SIMILAR SOLID POURED NOTE.,U All-FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS. 1,1 SHEET 70177 General Notes S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE WITH ASCE 7-10 AND F C 6TH 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITION RESIDENTIAL&EXISTING PSI MINIMUM PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 . GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE N h C ¢MINIMUM,3 1/2"NOMINAL THICKNESS. 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR '" CIRCUMSTANCES BY DRIVING WITH A HAMMER. EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE a . IN LIEU OF WELDED WIRE MESH 7.ALL CE ANCHORS SPECIFIC F MANUFACTURER'SE D N STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. + s '• 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR I TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD BE APPLIED IN CONDITIONS ACCEPTABLE TO REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE 3280.105 1 STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR e $XrE'; , 5. ALL REINFORCING SHALL CONFORM TO ASTMA615,BEGRADE 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ROOM ADDITION WITH BATH&PATIO COVER ON NEW WOOD DECK@,m 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 FOR USE WITH ACQ PRESSURE TREATED WOOD,OR WOOD FRAMED SHED ON NEW CONCRETE SLABA' 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL OTHERWISE NOTED ON PLANS. ✓s � � BE 3SOIL B PSI MIN.,2"MINIMUM.THICKNESS. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PROF'1 'IQplt k NE ¢; AL 7. THE BEARING PRESSURE SHALL TO A MINIMUM OF 1500 PSF. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS g y z 8. OL CONCRETE SHALL CONFORM ASTM C94 FOR THE G-185. 1. RISK CATEGORY: II FOLLOWING: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH ENGINEER OF RECORD AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W.Smith P.E. 3/4". UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE: B AIR ENTRAINING+/-1%-ASTM C260. 4. NOMINAL(Vasd)WIND LOADS: ENCLOSED FLORIDA LICENSE NUMBER:53608 WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: INTERNAL PRESSURE COEFFICIENT: +/-0.18 Thomas L.Hanson P.E. CLEAN POTABLE WATER. ASTM E 119 OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 FACTORAPPLIED FOR ALLOWABLE STRESS DESIGN: .6 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 COMPONENT&CLADDING PRESSURES: FLORIDA LICENSE NUMBER:38654 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6 Myron Max Neal, P.E. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150 ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10 FLORIDA LICENSE NUMBER:86663 RECOMMENDATIONS. ASTM C33 ZONE 3: 8.9/-55.0 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 SOLID ROOF(MWFRS): 23 PSF Joel Falardeau P.E. CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 5. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 3"X.032",1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF, SPALLING OR OTHER DETERIORATION. ASTM A185 FL 7561 OR EQ. Erik Stuart P.E. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) DEFLECTION: L/180 FLORIDA LICENSE NUMBER:77605 B.MASONRY: 6TH EDITION MAXIMUM ALLOWABLE SPAN: 13.00' 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL SITE SPECIFIC DESIGN SPAN: 13.00' HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: 6. FOUNDATION: TYPE M OR S MORTAR. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2.ALL MORTAR SHALL BE OF TYPE M OR S. CONCRETE SLAB&FOOTING PER SECTION'A'OF GENERAL NOTES;NEW TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE WOOD DECK FRAMING PER PLAN,SEE ENGINEERING.EXISTING CONCRETE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1.TYP--TYPICAL SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE PROPOSED FBC Plans&Engineering 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ADDITION. 2.SIM--SIMILAR REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 3.UON--UNLESS OTHERWISE NOTED Services, Inc. HEIGHT. 4. CONT--CONTINUOUS WOOD DECK LIVE LOAD: 40 PSF 6272 Abbott Station Drive Unit 101 5.VIF--VERIFY IN FIELD Zephyrhills,8.33542 C.ALUMINUM: Phone:G.RESPONSIBILITY: Fax:1-(866)-824-7894 8-5314 1. ALL STRUCTURAL OF SHALL CONFORM TO THE L SHALL C PLY WITH PREVAIL) MINIMUM REQUIREMENTSTHICKNESS6T5 Y H AALL BE ORMEDWITH Y A NSED FLORIDA OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE APPLICABLE BUILDING CODE, ebsite:www.fbcplans.com 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. email:erb@fbcplans.com 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, HOLLOW SECTIONS ELECTRIC CODE, 0.024"SHALL APPLY. CITY OF 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 2:---------------------------------------2"x 2" 0.0 j ^EB �cPl"IYRHI DRAWN BY: W.P. SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 6� ICES STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 3 x 2:------------"--------------"----------3"x 2"x b,0 ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 3: -------------------------------2 x 3"x 0.050" DATE: 5/05/20 FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 2x3:---------------------------------------2"x 3"x 0.070" PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. 2x4:---------------------------------------2"x 4"x 0.050" REVISION: DATE: INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 5:---------------------------------------2"x 5"x 0.050" A/ 1 " `0L0 RO 1 5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND 20ALU1vIINUIv1). MANUFACTURER. RE IEW DATE A RO 2OPEN BACK SECTIONS 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 1 x 2:----------------------------------------1"x 2"x 0. AT OFZ'EPHyRMILL RO 3 SEPARATION. ENGINEERING PRACTICES. 1 x 3:----------------------------------------1'x 3"x o. LA 4 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS EXAMIN RO 4 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: SNAP SECTIONS #20_0429_438 MAY #12 SPACING BE 24"ON CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 2 x 2 Snap:----------------------------------2"x 2"x 0.045" MANUFACTURED HOME,TRAILER HOME,OR PRE-FRB HOME SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 3 Snap:---------------------------------2"x 3"x 0.050" PROJECT ADDRESS: "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 4 Snap:---------------------------------2"x 4"x 0.045" HOWARD PITT SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 3955 OWA PITT AMA LN. VISIBLE WHEN PANEL IS INSTALLED. ON THE MANUFACTURED HOME. SELF MATING (SMB) MAJESTIC OAKS D.FASTENERS: 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE ZEPHYRHILLS,JESTIC FL 33542 I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" CONTRACTOR: MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.1 IN ITS ENTIRTS OF THE FLORIDA BUILDING CODE R 4501.171N ITS ENTIRETY. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" FLAT WASHERS ANN D NU"I'S 2.HEX BOLTS HAS BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" SUN STATE BUILDERS 3.ALL CONCRETE SCREWS SHALL BESIMPSONHII.TIRAWL 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" , , , , TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST. HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITHd I BC 6TH I EDITION REST I 6Pt5-0 S EN NEW CONCRETE 13'_0• 3 a SLAB & FOOTING PROFESSIONAL ENGINEER SEAL I ENGINEER OF RECORD o I David W. Smith P.E. °0 SHED 0 I 3'-1c" FLORIDA LICENSE NUMBER:53608 o r--J LANDING Thomas L. Hanson P.E. III ii ol FLORIDA LICENSE NUMBER:38654 -----J 36x80 EGRESS Myron Max Neal, P.E. I FLORIDA LICENSE NUMBER:86663 D W LAUNDRY I Joel Falardeau P.E. ROOM BEDROOM FLORIDA LICENSE NUMBER:70667 I I CL.1 M Erik Stuart P.E. NEW11) FLORIDA LICENSE NUMBER:77605 WALLS 2"X4" STUD 6'-1Oy2" 3'-5}2 -0.,1 x N 32X80 PER HUD 3280.105 o I TRAVEL DIST. LESS THAN 35' FBC Plans &Engineering N ° Iwo Services, Inc. I LW 6272 Abbott Station Drive Unit 101 ROOM ADD. ON Zephyrhills,0.33542 o WD. DECK I KITCHEN Phone:(813)788-5314 Lfl O EXISTING PARK Fax:1-(866)-824-7894 1 Xml MODEL M Website:www.fbcplans.com N� C.O.A.-#29054 M NI DRAWN BY: W.P. 2X7 SMB I DATE: 5/05/20 2X7 SMB 36X40 36X80 REVISION: DATE: M I I 0 o I I RO 1 x x �° I X i m m RO 2 L.R. I IN PATIO COVER I RO 3 N IN WD. DECK N wW RO 4 I I #20_0429_438 EXIST. 4" ------------------------------ N I `3"X3"X.093" POSTS I PROJECT ADDRESS: CONCRETE SLAB , 13__0 13'-0" / ------ ------- HOWARD PITT 13'-0" 39554 VALDERAMA LN. MAJESTIC OAKS ZEPHYRHILLS, FL 33542 FRONT ELEVATION FLOOR PLAN CONTRACTOR: SCALE: 1/8' - 1'-0' SUN STATE BUILDERS PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL&EXISTING i 8 t ' 41 tl ® tl FR � Ay P ROFESSION li="E�i 1hE E1 E4L ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 13'-0" 13'-0" Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal, P.E. REAR ELEVATION FLORIDA LICENSE NUMBER:86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 EXISTING 3" EPS FOAM COMPOSITE Zephyrhills,fl.33542 PANEL ROOF, FL 7551 OR EQ. WITH Phone:(813)788-5314 NEW RUBBER MEMBRANE OVER 3" Fax:1-(866)-824-7894 POLYISO. FOAM INSULATION Website:www.fbcplans.com NEW 3"X.032", 1 LB. DENSITY EPS C.O.A.-#29054 FOAM COMPOSITE PANEL ROOF, FL DRAWN BY: W.P. 7561 OR EQ. OVER SHED DATE: 5,105/20 2X7 SMB REVISION: DATE: rn PATIO COVER oX o ^ RO1 NE11 - ALUM.Mnw-RAILQ, RO Z RO3 `n RO 4 PROJ C34 L ESS: 10'-0" 24'-8" 12'-0" NEW CONCRETE SLAB & FOOTING 2"X4" STUDS ® 16" WD. FLOOR FRAMING & HOWARD PITT O.C. FINISHED WITH BLOCK PIERS, SEE 39554 VALDERAMA LN. VINYL SIDING SIDE ELEVATION ENGINEERING MAJESTIC OAKS SCALE: 1/8' - 1'-0' ZEPHYRHILLS, FL 33542 CONTRACTOR: SUN STATE BUILDERS PLAN/ELEVS 13 -0 1 HEREBY CERTIFY THAT I HAVE REVIEWED 2/2 SH THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WI iS 7 1 ;ND FBC 6TH EDITION RSk A4. < , \ N4. ` Q a SHED LANDING o GFI I I PROFESSIONAL ENGINEER SEAL — — / EGRESS ENGINEER OF RECORD 36X8O m I David W. Smith P.E. FLORIDA LICENSE NUMBER:S3608 o D WJ " I I Thomas L. Hanson P.E. I FLORIDA LICENSE NUMBER:38654 X Myron Max Neal, P.E. c0 �. I I U BEDROOM FLORIDA LICENSE NUMBER:86663 LAUNDRY ROOM N F N \ I Joel Falardeau P.E. GFI I FLORIDA LICENSE NUMBER:70667 CL. Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 6'-10 " 2'-0" 32X8O PER HUD 3280.105 FBC Plans &Engineering TRAVEL DIST. LESS Services, Inc. THAN 35' 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 ao O ® Phone:(813)788-5314 Fax:1-(866)-824-7894 SMOKE DETECTOR N /.'/ I Website:www.fbcplans.com W C.O.A.-#29054 110 V. OUTLET 220 V. OUTLET / w DRAWN BY: W.P. SURFACE MOUNTED LIGHT FIXTURE ROOM ADD. ON WD. i DATE: 5/05/20 DECK KITCHEN REVISION: DATE: I FLUORESCENT LIGHT FIXTURE of RO 1 SUPPLY DIFFUSER EXISTING PARK RD 2 MODEL RO 3 RETURN AIR \ X • I RO 4 II #20_0429_438 ® PROJECT ADDRESS: i N I HOWARD PITT 39554 VALDERAMA LN. MAJESTIC OAKS ZEPHYRHILLS, FL 33542 3 CONTRACTOR: 36X4O 36X8O I SUN STATE BUILDERS CD / In I(n PA11O COVER U) L.R. FLOOR PLAN IX WD. DECK ENLARGED PLAN XI SCALE: 1/4• = ,._a. N N ue WITH ELECTRIC S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED "H" WALL "f' "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 AND FBC 6TH 5" .050" .06" (2) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS EDITION RESIDE€Trip[,&I�?( I ( 6" .050" .06" (3) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS a ,e 7" .055" .06" (3) 3/8" BOLTS, NUTS, WASHERS 3,500 LBS m 7" .055" .09" 3 3/6" BOLTS, NUTS, WASHERS 3,600 LBS q�' sa• 7" .055 .125" 3 3 8 BOLTS, NUTS, WASHERS 4,500 LBS 8" 072 ,06' 4 3/8" BOLTS, NUTS, WASHERS 5,500 LBS 8" .072 ,09" 4 3/8" BOLTS, NUTS, WASHERS 7.000 LBS ' m EXTRUDED HEADER UNDER THE 8" .072 .125" (4) 3 8" BOLTS NUTS, WASHERS 7 000 LBS � DRIP EDGE OR BREAKFORM HEADER 9" .072 .06" 4 3/8" BOLTS, NUTS, WASHERS 7,000 LBS d v °� CHANNEL WITH ALUMINUM 9" -072 .09" 4 3 8" BOLTS, NUTS, WASHERS 8 900 LBS • F 12"AP X FLASHING 10' .092 .125" (4) 3/8" BOLTS, NUTS, WASHERS 11 000LBs ry _ '�� ,�(a •¢ a WASHERS FLASHING ATTACHED WITH NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER a „ • �tft 500 LBS #8X "SMS @ 8"OC. SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED •� n s A — — COMP.PANEL ROOF PROFESSIOT Ai I I L I_ &NGRoQ ------�` ENGINEER OF RECORD 3"X48"COMPOSITE ROOF PANELS,FASTEN TO BEAM David W. Smith P.E. --- W/#12X4"SMS W/1 "Ø NEOPRENE WASHERS @ 8" FASTEN COMPOSITE PANEL TO O.C. FLORIDA LICENSE NUMBER:53608 BEAM WITH#12 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER AT B"O.C. • Thomas L. Hanson P.E. (USE SCREW LENGH EQUAL TO COMPOSITE • FLORIDA LICENSE NUMBER:38654 PANEL THICKNESS PLUS 1"MIN.) 2X SMB I CONNECTION W/(#) Myron Max Neal, P.E. 4TH WALL FASTEN 2X ALUM.SMB TO 3X3 ALUM.POST 3/8"THROUGH BOLTS,WASHERS&NUTS \ -2X SMB FLORIDA LICENSE NUMBER:86663 w W/(#)3/8"THROUGH BOLTS,WASHER&NUTS, PER CHART,CORR.RESISTANT,TYP. SPECIFIC DRAWING SIZE PER SITE IE PER CHART 0 Joel Falardeau P.E. ALUMINUM COLUMN LOCATED PER PLAN FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. 4TH WALL CONNECTIONS FLORIDA LICENSE NUMBER:77605 COMPOSITE PANEL ROOF AND BEAM ROOF, POST &BEAM CONNECTION DETAIL FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,11.33542 Phone:(813)788-5314 2XH SMB • FASTEN BEAM TO REC.CHANNEL W/#12X"TEKS, Fax:1-(866)-824-7894 • 1 SCREW PER INCH OF BEAM HEIGHT Website:www.fbcplans.com email:erb@Ibcplans.com FASTEN REC.CHANNEL TO POST W/#12X 'TEKS, DRAWN BY:WP 1 SCREW PER INCH OF BEAM HEIGHT DATE: 5/05/20 - _./\_ / 11 GA.INTERAL ALUM.BASE ALUM POST PER PLAN REVISION: ALUMINUM SQUARE COLUMN WITH(2)g'Ø THROUGH BOLTS, RO 1 LOCATED PER PLAN PREDRILL VERT.FLANGES BEAM TO POST CONNECTION RO 2 3 (6)+"0X3"LAG SCREWS FOR NOTE:LAG SCREWS W " / EXTERNAL BASE,(4)SCREWS RO 3 EMBEDMENT INTO JOISTS OR 7 FOR INTERNAL BASE ADD 2X BLOCKING NAILER S O RO 4 ATTACH ALUM.BEAM TO WOOD WALL #20_0429_438 W/14"X17'X.060 MIN.INTERNAL OR PROJECT ADDRESS: P.T.JOISTS liii 2XH------ EXTERNAL U CHANNEL SMB �. HOWARD PITT FASTEN INTERNAL OR EXTERNAL CHANNEL TO 39554 VALDERAMA LN. MAJESTIC OAKS STRUCTURAL WALL MEMBER W 1"0X2"LAG /4 ZEPHYRHILLS, FL 33542 P.T.POSTS,SEE DECK ENGR. SCREWS,1 PER 2 INCHES OF BEAM HEIGHT FASTEN CHANNEL TO SMB W/#12X-"SMS,1 CONTRACTOR: SCREW PER INCH OF BEAM HEIGHT SUN STATE BUILDERS ADD 2X4 STUD BLOCKING TO EACH SIDE OF WALL STUD AT POST TO WOOD DECK CONNECTION DETAIL BEAM ATTACHMENT,2 STUD MIN. ALUMINUM PATIO COVER BEAM TO WOOD WALL CONNECTION DETAILS PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS I HEREBY CERTIFY THAT I HAVE REVIEWED SIMPSON SP1 SP2 FL10456 THIS PLAN AND FOUND IT TO BE IN DOUBLE 2X4 TOP PLAT COMPLIANCE WQ[F� fl 6TH SIMPSON H10A FL11478 EDITION REST § p� SIMPSON DSP FL10456 SIMPSON SPH FL10456 SIMPSON LSTA OR EQUIV. SIMPSON SP2 OR EQUIV. �� IV T': I ) SIMPSON ABU ABW FL10849 + ) SIMPSON LSi MSTA FL10852 r $t DBL 2X HEADER PER CHART SIMPSON 0516 FL10852 ,,.. 2X4 CRIPPLE STUDS @ 16"O.C. 12"WIDE TPO REINFORCED MEMBRANE W/1/2"CDX PLYWOOD ALL CONNECTORS AND FASTENERS IN CONTACT No FLASHING STRIP SPACER W/TREATED WOOD SHALL BE ZINC COATED GALVANIZED STEEL ORSIMPSON'ZMAX' _5 RUBBER MEMBRANE ROOFING OVER 3"POLYISO.FOAM .... .:_:_ INSULATION=R17.4 § r ` WALL PANELS(PLYWOOD)NAILING NOTE: 2X4 JACK STUD INSTALL WINDOW IN OPENING PER 3'COMPOSITE PANEL ROOF= NAIL 8d NAILS 6"O.C.@ EDGES&12"O.C.IN FIELD. F ' MANUF.INSTALLATION INSTRUCTIONS 1„ k. JA'- 4 R- PER INCH ATTACH JACK TO CONT.STUD ROWS OF NAILS SHALL BE g MIN.FROM PANEL W/12d NAILS @ 24"O.C. PLYWOOD OR OSB SHEATHING, EDGES.PLYWOOD SHEATHING SHALL OVERLAP n a 6 SEE NAILING NOTE BOTH TOP&BOTTOM PLATES.ALL FASTENERS #12X4"SMS W/1-1/4"p NAILED PER MFG.'S SPECIFICATIONS. PROFESSIONAL ENGINEER SEAL NEOPRENE WASHER @ 8"O.C.PER PANEL ® BEARING WALL SIZE •w' STUDS 2X4 CRIPPLE STUDS @ 16"O.C. HEADERS SPAN JACK ENGINEER OF RECORD AT TOP " 4' 4" 1 ATTACH 2X4 ALUM.BEAM TO WOOD WALL W/1*'XlX.060 David W.Smith P.E. EXISTING HOST MIN.INTERNAL OR EXTERNAL U CHANNEL,SEE ALUMINUM SIMPSON SPl OR EQUIV. AT TOP&BOTTOM OF STUD,TYP. SUPPORTING (2) 2"x4 — FLORIDA LICENSE NUMBER:53608 DETAILS COMP. PANEL ROOF 2X4 BASE PLATE (2) 2"x6" 6'-4" 1 (2) 2"xs" 8'_0" 2 Thomas L.Hanson P.E. REMOVE EXISTING SIDING AND APPLY}" SIMPSON LSTA OR EQUIV.STRAPS FLORIDA LICENSE NUMBER:38654 DRYWALL TO HOST WALL WOOD FLOOR FRAMING AT EA.SIDE OF OPENING, (2) 2"x10" 9'-6" 2 CONNECTING 2X STUDS TO FLOOR (2) 2"x12" 11'_6" 3 Myron Max Neal,P.E. FRAMING.APPLY PER MANUF. WALL FRAMING FOR SPECS 1 FLORIDA LICENSE NUMBER:86663 WINDOW OPENINGS DBL.HEADERS W/g'PLWD.SPACER,GLUED& NAILED W/16d NAILS @ 24"O.C.(2 ROWS Joel Falardeau P.E. STAGGERED) FLORIDA LICENSE NUMBER:70667 4TH WALL BEAM TO ROOF CONNECTION Erik Stuart P.E. FASTEN 3"COMP.PANELS TO TOP PLATE W/*"0 LAG FLORIDA LICENSE NUMBER:77605 SIMPSON RSP4,LSTA12,SP2 OR SCREWS W/NEOPRENE WASHERS,1k'MIN. EQUIV.@ EACH STUD EMBEDMENT @ 8"O.C. DBL 2"X6"TOP PLATE(ONLY NON-TREATED WOOD FBC Plans&Engineering IN CONTACT W/ALUM.ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) 1 Services, Inc. 6272 Abbott Station Drive Unit 101 2X4 DOUBLE TOP PLATE DBL.2X HEADER WITH 1/2"PLYWD.SPACER 6272Zephyrhills,fl.33542 OVER WINDOWS/DOORS.SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE Phone:(813)788-5314 2X4 CRIPPLE STUDS @ 16"O.C. WALL HT.EXCEEDS PANEL LENGTH Fax:1-(866)-824-7894 INSTALL WINDOWS PER MANUF.INSTALLATION %6'OSB SHEATHING,SEE INSTRUCTIONS Website:www.fbcplans.com SIMPSON RSP4,LSTA12,SP2 OR EQUIV. 'DRYWALL C.O.A.-#29054 NAILING NOTE DBL 2X HEADER PER CHART @ EACH STUD DRAWN BY: W.P. W/1/2"CDX PLYWOOD 1 2X4 JACK STUD SPACER D INSTALL OOR IN OPENING 1/2"PLWD.OR OSB DATE: 5/05 20 PER DOF.INSTALLATI 1 2X4 FULL LENGTH/KING STUD SHEATHING SHALL OVERLAP BOTTOM ANDMAN REVISION: DATE: INSTRUCTIONS TOP PLATES.COVER WITH APPROVED WEATHER RESISTANT BARRIER SUCH AS A RO 1 m POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. to RO 2 EXTERIOR STEEL OR SOLID CORE DOOR VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. RO 3 ATTACH JACK TO CONT.STUD W/12d 2"X4"WOOD STUDS @ 16"O.C. RO 4 NAILS @ 24"O.C. W/R-13 MIN INSULATION #20_0429_438 36" P.T.2X4 WOOD PLATE,FASTEN TO JOISTS W/2 STAGGRD.ROWS OF 16d NAILS @ 12"O.C. PROJECT ADDRESS: SP1 OR H4 HOWARD PITT 39554 VALDERAMA LN. WOOD FLOOR FRAMING MAJESTIC OAKS 3/4 PT PLYWOOD ZEPHYRHILLS, FL 33542 SIMPSON LSTA OR EQUIV.STRAPS AT EA. SIDE OF OPENING,CONNECTING 2X 77�--R-13MIN INSULATION CONTRACTOR: STUDS TO FLOOR FRAMING.APPLY PERR FLOOR MANUF.SPECS WD.FLOOR FRAMING&BLOCK PIERS a SUN STATE BUILDERS ER ANCHORS @ 8'-0"O.C.MAX. WALL FRAMING FOR SINGLE DOOR OPENING EXISTING 4"CONCRETE SLAB PER SECTION'A'OF GENERAL NOTES ROOM ADDITION WALL SECTION WOOD WALL FRAMING PRODUCT APPROVAL CODE CHART JOIST SPAN (W) GIRDER SPAN (S) STRUCTURAL COMPONENTS IHEREBYCERTIFYTHATIHAVEREVIEWED SIMPSON CBSO OR PBS44A POST BASES - FL10860 THISPLAN AND FOUNDIT TO BEIN (2) PT 2X6 8' MAX SIMPSON AC, LPC OR LCE POST CAPS - FL10860 EDITIOCOMPLN RESIDENCE THAS C6TH PT 2x6 9' MAX EDITION RESIDEN 1 FASTEN FLOOR JOISTS TO SIMPSON H5 CUP — FL10456 gs PERIMETER W/SIMPSON LUS PT 2x8 12 MAX (2) PT 2X8 10 MAX STS n;ter AUGER ANCHOR LOCATIONS SIMPSON LUS JOIST HANGERS - FL11468 HANGERS OR EQUIV (s'—O" O.C. MAX.) PT 2x10 14' MAX (2) PT 2X10 12' MAXI PT 2x12 15' MAX 2 PT 2X12 14' MAX L FREESTANDING DECK - DO NOT ALL CONNECTORS AND FASTENERS IN CONTACT DBL 2X ATTACH JOISTS TO EXISTING HOME W/TREATED WOOD SHALL BE ZINC COATED PERIMETER JOISTS GALVANIZED STEEL OR SIMPSON 'ZMAX' FASTEN FLOOR JOISTS ATE Oi- ti TO DBL. GIRDERS , W/SIMPSON H5 sffi � 5 �� eb DBL. 2X6 GIRDER sr a PROFESSIO AL ENGINEER SEAL 2X6 JOISTS ® 16" " T & G PLYWOOD SUBFLOOR, GLUE AND SCREW TO JOISTS ENGINEER OF RECORD 16" O.C. W/#10x2" SCREWS, 6" D.C. © David W. Smith P.E. EDGES, 12" O.C. IN FIELD FLORIDA LICENSE NUMBER:53608 PER PLAN P.T. 2X FLOOR JOISTS @ 16" O.C. CONCRETE FASTENED TO DBL. P.T. 2X GIRDERS Thomas L. Hanson P.E. BLOCK PIERS DBL. P.T. 2X GIRDER TYPICAL FLOOR JOIST/GIRDER LAYOUT W/SIMPSON H5 OR EQUIV. ® EACH JOIST OPTIONAL PER JOIST DIRECTION FLORIDAL[CENSENUMBER:38654 PER MFR'S SPECS DECK MAY BE CONSTRUCTED WITH DECKING OF CHOICE Myron Max Neal, P.E. GIRDERS RUNNING PARALLEL OR DBL. P.T. PERIMETER JOIST FLORIDA LICENSE NUMBER:86663 PERPENDICULAR TO EXISTING HOME FASTEN TO FLOOR JOISTS 2X JOISTS W/SIMPSON LUS OR EQUIV. Joel Falardeau P.E. PER MFGR'S SPECS I I I I FLORIDA LICENSE NUMBER:70667 (4) P.T. 4x4 POSTS, I I I I 8"X8"X16" ALUM. TERMITE Erik Stuart P.E. FASTEN TO PERIMETER JOISTS I I I I CONCRETE BLOCKS SHIELD ® EACH PIER FLORIDA LICENSE NUMBER:77605 W/(2) 3/8"0 THROUGH BOLTS, NUTS & WASHERS, CORR. RESISTANT EX. CONCRETE SLAB 1/2"ø WEDGE ANCHOR W/ AUGER ANCHORS ® -0" O.C. MAX. 2X6 JOISTS ® 16" O.C. N 4" EMBEDMENT INTO SLAB SECURE WITH ASTM 123-89A STRAP OR EQUIV. 0R GIRDER FASTEN WOOD DECK BOARDS W/8d FBC Plans &Engineering GALV. NAILS, 2 PER BOARD © TYPICAL DECK SECTION W/CONCRETE BLOCK PIERS Services, Inc. EVERY JOIST. FOR COMPOSITE DECK PLANKING USE #10x2" SCREWS, 2 6272 Ahills,0.3 354 on Drive Unit 101 6272 A PER BOARD ® EVERY JOIST. Phone:(813)78B-5314 PT (3) 2x12 STAIR STRINGERS Fax:1-(866)-824-7894 Website:www.fbcplans.com PLAN VIEW-LANDING/STEPS email:erb@fbcplans.com PICKETS SHALL NOT ALLOW A 4"0 SPHERE TO PASS. DRAWN BY: W.P. PICKETS SHALL NOT ALLOW A 4"0 SPHERE TO PASS. 2X2 ALUM. HANDRAIL DATE: 5/05/20 PER FBC SIXTH EDITION SECTION POST 311.7.8, 4 OR MORE RISERS REQUIRE REVISION: DATE: A HANDRAIL 5'-0" M . RO1 RISER HEIGHT = 7 3/4" MAX. RO 2 HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT I I RO 3 EXCEED " TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) R0 4 A NOSING NOT LESS THAN J" & NOT MORE THAN 1Y4" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. ri #20_0429-438 EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE PROJECT ADDRESS: HOWARD POT TREAD DEPTH IS A MINIMUM OF 11" 39554 VALDERAMA LN. 6" 2X TREADS FASTENED TO MAJESTIC OAKS STRINGERS W/(4) 16d N PT 2"X PERIMETER JOIST AILS ® ZEPHYRHILLS, FL 33542 EA. CONNECTION POINT -PRE-MANUF. WELDED CONTRACTOR: w BASE, ATTACH PER MANUF. TOP/BOTTOM RAILS TO POSTS W/ 4" 2500 PSI CONCRETE PAD SPECS. OR (4) J"øX2 " 1 1/2"xl 1/2" x3/16" ANGLE SUN STATE BUILDERS LAG SCREWS FOR WOOD W/ (2) EA FLANGE #10x3/4" TEKS (3) P.T. 2X12 STAIR STRINGERS DECKS FASTEN 2X12 STRINGERS WITH SIMPSON LUS HANGER, PER MFGRS. SPECS TO 2X_ PT FBC SIXTH EDITION LEDGER EQUAL TO STRINGER DEPTH MIN., SECTION 311.7.5 STAIR ALUMINUM POST & RAILING TO DECK CONNECTION BOLTED TO POST W/(2) %" THRU BOLTS, TREADS AND RISERS: WOOD DECK NUTS & WASHERS