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HomeMy WebLinkAbout22-4595City of ZePhythills 5335 Eighth Street Zephyrhills, Fl. 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-0 95202 mr fur I'll Issule Date: 10/03/2022i "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. r:5-- PE IT OFFICE CONTRACtORSIGNATURE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 Date Received Owner's Name Owner's Address Fee Simple Titleholder Name Fee Simple Titleholder Address JOB ADDRESS ITS-2) � City of Zephyrhills Permit Application Building Department LJQer Phone Number Owner Phone Number Owner Phone Number LOT # Fax-813-780-0021 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH H INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION 0 BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE 7 f SQFOOTAGE= HEIGHT U1 =BUILDING VALUATION OF TOTAL CONSTRUCTION E2fLECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E,C, 66e. 6 =MECHANICAL VALUATION OF MECHANICAL INSTALLATION L GAS 0 ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO gelp BUILDER COMPANY SIGNATURE REGISTERED [�§FEE iCURREIN� Address License LECTRICIAN COMPANY E GNATURE REGISTERED FEE .RREI/ N�� Address License # LUMBER COMPANY E SIGNATURE REGISTERED ;Y / N FIE �CURREIY (N�-� Address License # MECHANICAL COMPANY E SIGNATURE REGISTERED YIN FEE I�RREIY I N�� Address E======== License #E=:=== OTHER COMPANY SIGNATURE REGISTERED EEE CIIiRREIY / N�� Address License # 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 ensue, Construction Plans, Storm water Plans wl 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, Stormwater 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 (PloUSurvey/Footage) Driveways -Not over Counter if on public roadways..need,%,ROW 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 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 TRANSPORTATION IMPACTIUTILITIES 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 1, 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'SIOWNER'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 constriction, 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 I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, - Southwest Florida Water Management District -Wells, Cypress 8ayheada, Wetland Areas, Altering Watercourses. - Army Corps "'E"g""='="=,,=°.Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health UnV4NeUa, Wastewater Treatment, Septic Tanks, - USEnvironmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways, | understand that the following restrictions apply tothe use vffill: - Use offill isnot allowed inFlood Zone ^V~unless expressly permitted. - If the fii| material is to be used in Flood Zone .»'', it is understood that o drainage plan addressing p ''nomponsatinQvoiumo''wi||booubm/uodattimeofpe,mittingwhiuhiopneparedbyopmfeaaiono|eng|noer licensed bythe State ofFlorida. - If the fi|| material is to he used in Flood Zone ''A' in connection with a permitted building using stem wall construction, | certify that fill will beused only tofill the area within the stem wall. - If fill material is to be used in any area. | certify that use of such fi|| will not adversely affect properties, \fuse offill infound to adversely affect adjacent properties, the owner may becited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated b fill, anengineered drainage plan isrequired. |r|amthe AGENT FOR THE OWNER, | promisein goodfaith kzinform the owner ofthe permitting conditionset forth in 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 vvork 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, this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, Commission Name of Notary typed, printed or stamped EMrCY JEAN BROOKS ublic - State of Florida my Comm. Expires Feb 18, 2026 � Bonded thrMgh National Notary Assn, h--- Notary Public Name of Notary typed, printed or stamped DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS — BUILDING DEPARTMENT have read and fully understand and agree to the provlslons of this In tru nt. WITNESS PERMIT I/Masterforms/ ersAffidavit/NovO7 INSTR#2022206553OR BK 9 PG 3 - - Page 1 of 1 09/19/2022 12:18 PM Rcpt 2505245 Roo: 10,00 DS: 0.00 IT: 0,00 Nikki AIva rexS0WIM E$q,—I?a-Uo—Qo�i��i�rk 4c horn Permit No. _ Parcel ID No ...... _.... NOTICE OF COMMENCEMENT state of a'/l County of THE UNDERSIGNED hereby gives nottaso that improvement will be made to certain real property,and in accordance Win Chapter 713, Ciarlda Statutes, the following Information is provided in this Notice or commencem t 1. Description of Property: Parcel Identificatibn No, _ Street Address: . 2. Genera[ Description of Improvement a, Owner Information or Lessee I form " ,0r ame k' f nIA � Address Addross a. Contractor. if the Losses contracted ror the improvement: Interest in Property: ! 7 Name of Fee Simple Titleholder. (if different from Owner listed above) Contractor's Telephone No.: 5. . Surety:: N TI/ 6 State City Stag.. Address City State Amount of Bond: $ Telephone No.: u. Lender. Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713A3(1)(a)(7), Florida Statutes: Address city State Telephone Number of Designated Person:_ 8.. in addition to himself, the owner designates . ___ of .�...._. ,., to receive a copy of the Lienor's Notice as provided in Section 713.18(1)(b), Florida Statutes. Telephone Number of Person or Eritfty Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be' before the completion of construction and ilmd payment to the contractor, but will be one year from the date of recording unless a different date is specified): ARE CONSIDERED :IMPROPER PAYMENTS :UNDER CHAPTER 713, PART 1, SECTION.713.13, FLORIDA STAI"U I ES, AND GAN 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 pedury, I declare that I have rears the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief: STATE OF FLORIDA � COUNTY OF PASCO ign no :.oror.Lessee, or wner's or Lessee's Authorized O eriDt rlPartner/Managpr Signatory's Title/Office foregoing instrument was acknowledged before me this day of LA�C h 2C;?L,.by as (type of authority, e.g., officer, trustee attorney in fact) for ,..� (names f party on behalf of Ias executed). Personally Known ❑ gB Produced Identification E Notary Signature ype ar Idon cation Produced 5'01 A i�U$ 6 1` Name (Print) j}µrs NANCYJEAN BROOKS P Notary Public - State of Florida Commission a HH 230137 my Comm. Expires Feb 18, 2026 ,..3dnaed through National Notary Assn. wpd atalb cs/n oticecomm en coment_p cO53O48 LAG State Of Flovida, County Of Pasoo 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. °�° �rl s n s rrly heftdff this e day of Comptroller eptlty Clerk Em Florida Building Code Online BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stars & Facts Publications contact us BCIS site map Links Search bcl Product Approval dpr 4 USER: Public User Product Approval Menu > Product or Aoollcatlon Search > AaWig �Uonat > Application Detail FL # FL16472-R6 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powls Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreibe.r@masonite.com Technical Representative Address/Phone/Emall 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 11/10/2020 Date Validated 11/10/2020 Date Pending FEC Approval Date Approved 11/17/2020 Florida Building Code Online Summary of Products FL # Model, f�umber or Marne n 16472,1 1 Metal -edge Steel Door in Adjustable 6'-8" Opaque I/S or O/S Single Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ,* Yes FL16472 R6 C CAC NT006039-R8.nrif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure., +65,0/-65.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL16472 R6-11--FL-0178.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 3'-0" x 6'-8" max Evaluation Reports nominal size, See the single door details on drawing FLO178 FL16472 P,6 AE 512746C p_df for additional information. See FL16472,3 for double doors. Created by Independent Third Party: Yes 16472,2 Metal -edge Steel Door in Adjustable 8'-0" Opaque I/S or O/S Single Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ. Yes FL16472 R6 C CAC NI006039 RS.pdf Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +65.0/-65.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL16472 R6 II FL 0179 pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 3'-0" x 8'-0" max Evaluation Reports nominal size. See drawing FLO179 for details. FL16472 R6_AE_512746C-Rdf Created by Independent Third Party: Yes 164723 Metal -edge Steel Door in Adjustable 6'-8" Opaque I/S or O/S Double Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ* Yes FL16472 R6 C CAC NI006039-RS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida EL164172 R6 11 FL 0178.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 6'-0" x 6'-8" max Evaluation Reports nominal size. See the double door details on drawing FLO178 FL16472 R6 AE 512746C-pdf for additional information. , Created by Independent Third Party: Yes gig Et �Contact Us :; 260Y Blair 5tana Road Tallahassee FL 32399 Diane 1150-487-1824 The State of Florida is an AA/EEO employer. C �iht 200�7-2013 tate a' eida� Florida.:: ReyStatement :: Agqq1gW11tyStatement :: ftfgnstSta amen 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 annals 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 here , Product Approval Accepts: a] W Ed M Credit Card Safe gas= Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber0masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 11/10/2020 11/10/2020 11/17/2020 Year 1994 1994 1994 Page I of 2 r)ll MASONITE. SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 6�1_18rl OPAQUE DOOR IN TWO-PIECE STEEL FRAME * EVALUATED FOR USE IN LOGNIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY RODS 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. * HURRICANE PROTECTIVE SYSTEM (SHUTTERS} IS NOT REQUIRED, 3, IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE PRO, 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTIR E84, 4." 1.87" (MIN,) E�Al H;.1111. �IQIATI.. &AIL-1 �� 35—.3/4 ' MAX. PANEL WIDTH T_ Eo cl 0 kQUR(jE_DOOR UNff 40* MAX FrWall iR ' AME 35—D/4' )RAX PANEL WIIIM 4!NGLE ODD�UNR REQUIRES THE ADDITION OF PERKO S88 GASKET AND PEMKO 305CR TO FRAME JAMBS AND PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKD INSTRUCTIONS, olm O: KURT BALTHAZOR oanvnnc FLORIDA P E. #56533 DwG_M' 10,07' O.G. MAX SEE DETAIL_ "D' SEE DETAIL 6" MAX— M�LY 8. SEE H 5.64 - ----- INSWING THRESHOLD #8xl-1/2" PFH WOOD SCREW #10.3/4" PFH SELF TAPPING SCREW — , #8.1-1/2' PFH WOOD SCREW #10 X 3/4- PFH SELF TAPPING SCREW .TYPICAL UST 'TypICAL STEEL SUCK INSTALLATION Lo cl: to oz 0 c; 2 (0 C) 3EE DETAIL 6' MAX --I I— kw"towm --I L— 3- MAX 0,501 4,56" #8 x 2" #10 x 112- DO ATTACHMENT MA *SMI A 2" MA NE SCREWS 8 x 318" GO SCREW, #10 x 112" 0 MACHINE SCREWS #10 x 112" #10 x 112" #10 x 1 2" TYPICAL FRAME ATTACHMENT HINGE Al "C" .STRIKE —DETAIL 'D" (3) MACHINE SCREWS NOTES: 11, OR SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK 1, THRESHOLD ANCHORS ANALYZED ARE 1/4" TAPCONS WITH 1-3/4" MIN EMBEDMENT R SCHLEGE F—SERIES CYLINDRICAL AND B—SERES DEADLOCK 2. TAPCON EDGE DISTANCE MIN 2-1/2". SCREW EDGE DISTANCE MIN 1/2". HARDWARE TO BE AT 5-1/2" CENTERLINE. 1 BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE, (2 HARDWARE �FULL BE BUTT HINGES. r)ll MASONITE qGED METAL -EDGE STEEL DOOR UNIT = DOOR IN TWO-PIECE STEEL FRAME �ryFRAC NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED, 3. IN THE HVHZ * FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE ABC, 4. POLYURETHANE CORE FLAME SPREAD MOD( OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. OVERALL FRME 35 3/4 MAX, 35­3/4� MAX, PANEL WIDTH PANEL WIDTH Ui 00 I'D 0 0 0 u P1 (D < Ln Ln 0 �) QD CD L'i Z�C REQUIRES THE ADDITION OF PEMKO S88 CASKET AND PEMKO 305CR TO FRAME JAMBS AND PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS, to 4 er d soy N.T.S. owl I TR KURT RALTHAZOR — No, FLORIDA P.E. DWG-MA-FL017a-I #56533 — T of Florida Building Code Online Comments Archived Product Manufacturer Norandex, A Division of American Builders & Contractors Supply Co., Inc, Address/Phone/Emall 1 ABC Parkway Beloit, WI 53511 (517) 780-3185 NeiI.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton Neil.J. Sexton @saint-gobal n, cam Technical Representative Neil 3, Sexton, AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson, MI 49203 (517) 780-3185 Neii.J.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., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W, Knezevirh, PE Validation Checklist Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM D3679 Equivalence of Product Standards Certified By Sections from the Code year 2017 Product Approval Method Method 1 Option D Florida Building Code Online Date Submitted 09/25/2020 Date Validated 10/02/2020 Date Pending FBC Approval 10/11/2020 Date Approved 12/15/2020 ;ummar of Products FL # Model, Number or Name Description 12500A Norandex Vinyl Siding Vinyl Siding Systems Systems Page 2 of 2 Limits of Use Installation Instructions Approved for use in HVHZ: No EL12500 R4 11 202009 25 FINAL Al ER NORANDEX SIDIN�FL12500 Approved for use outside HVHZ: Yes R4,,pdf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure. +N/A/-109 Created by Independent Third Party: Yes Other: 1.) The DP noted in this application Evaluation Reports pertains to one particuair siding system. Refer to ER Appendix for all systems and design R�df pressures. 2.) Refer to ER Section 5 for Limits Created by Independent Third Party: Yes of Use, ED Et g.nta,t Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850,:�1824 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statemen ; Refund Statement ...... t _ 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 smalls 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 lhere , Product Approval Accepts: MOAMIRM Credit Card Safe gnu= k 0 t t 0" ®� d B 4 �; ®. fIN= NORANDEX VINYL SIDING Ultimate Design Wind Speed'- Vult (mph) - F6C Figures 1609.3(1) through 1609.3(4) Max. Nail Design Exposure Zone Product Profile Nail Engage Pressure 110 120 130 140 1s0 160 170 ISO 190 200 spacing OK '. OK OK OK: QK OK'. OK OK OK OK B Interior OK : OK OK OK_- OK QK qK OK OK -OK C Zone D4 16"0.c. Studs 89 OK OK OK OK OK OK: OK OK. OK OK D OK OK : -QK OK : 2K.: OK qK 0K OK OK B.... End Zone Sagebrush OK OK OK OK OK OK : OK OK OK OK OK OK OK :OK OK OK OK OK OK NO C D- 5 qK OK OK OK OK OK OK OB B OK OK qK : —__a— DK OK Olt Nq NO N C Interior Zone 4 DSDL, 16"o.c. Studs 51 OK qK OK OK QK : QK NO NO NO NO D OK OK 1 OK - r OK OK OK OK DK NO NO B End Zone OK OK QK - QK qK -0K. OK OK OK NO NO ND NO N0 NO __AO NO NO NO C D 5 OK : OK OK. OK OK OK OK qK _N0 QK OK B Interior OK qK QK - OK qK OK : OK OK OK OK : C Zone4 6,5 Semi -Beaded 16"0.c. Studs 68 OK OK qK ,qK: OK qK OK OK NO NO D OK OK OK _ OK OK qK OK OK OK OK B End Zpne Shenandoah OK OK OK OK QK OK qK OK OK OK C1K OK OK NO OK NO . NO NO NO NO C D s OK OK OK qK OK OK OK OK NO NO B Interior OK : OK OK qK qlf NO NO NO NO NO C Zone T3 16" o,c. Studs 40 QK OK DK OK NO Nq NO ND NO NO D OK OK OK OK OK OK NO NO NO —NO B End zone OK OK OK OK OK NO OK NO NO NO NO NO .NO NO NO NO NO NO NO NO C p S OK ° _ OK OK. OK OK OK qK OK OK NO B OK OK : OK : OK OK.: qK NO NO N0 NO C Interior Zone Sterling SS 16"a.c. Studs 44 OK OK OK_ OK OK . NO NQ NO NO .NO D QK DK qK OK OK OK OK NO NO NO ' B End Zone _2 OK OK OK OK OK OK NO NO NO NO NO NO NO 'NO NO NO NO NO NO C D 5 OK OK OK qK OK OK. qK NO NO NO B OK OK. - OK : OK - OK NO 20 NO NO NO C Interior Zone 4 D4.5, D4.SDL 16"0.c. Studs 38 OK. OK OK NO NO NO NO NO NO NO D OK OK OK OK OK OK NO NO NO NO 8 End Zone Summit Manor OK QK OK QK OK Nq NO Nq 20 NO NO N0 NQ NO NO NO NO NO NO NO C D s OK OK OK QK OK OK. OK NO NQ NO B Interior QK: OK OK OK NO NO NO N0 NO NO C Zone4 04 16"o.c. Studs 36 OK OK OK NO NO NO NO NO NO NO D OK : OK OK OK OK NONO NO NO Nq B - End Zone OK OK : OK OK OK NO NO NO NO ND NO NO NO NO NO N0 NO NO NO NO C D S ER 03820o4.091-R4 NEMO ETC, LLC Norendex • FL12500-R4 Certificate of Authorization 032455 NORANDEX; (517) 780-3185 09/25/2020 tr,`2019 NEMO LTC, LLC Appendix 1, Page 3 of 4 ER C13820,04.09,1-R4 NEMO ETC, LLC Nomodox - FL12500,R4 Certificate of Authorization #32455 NORANDEX; (517) 7M3185 09/25/2020 02019 NEMO ETC, LLC App.ndi. 1, page 4 af4 ER 03820.04.09.I-R4 NEMO ETC, LLC Nerandex - FL12500-R4 CertlfiWe ofAuthorization 932455 NORANDEX; (517) 780-318$ 09/25/2020 02019 NEMO ETC, LLC Appendix 1, Page 1 of 4 Max. Nail Design Product Profile Spacing Nail Engage Pressure D4 16" .,c. Studs 109 Polar Wall Plus! I D5DL 1 16" o,,. I Studs 1 76 D6 1 16" ..c. I Stud, 1 69 Premium Vertical D5 16" o,c. I plywood I ,, Siding I Iand /or stud D4 1 16" o.c. I Studs 1 107 Great Barrier XL Great Barr rD5, D5DI 71 o c T Studs 77 Ultimate Design Wind Speed -Vult (mph) - FBC Figures 1609.3(1) through 1609,3(4) Exposure Zone lio 120 130 140 150 160 170 180 190 200 2K 2K OK _ K 2K OK OK OK 2K_ 2K 2 -. --. Interior --2—K —2K-- --2—K —2-K— ---,2K— --2K— ---LK— --,RK— —2-K— --2K-- Zone 4 R.K aK _2K 2K 2K_ 2K 2K 2K 2.K OK ___2K_ _ OK OK OK OK.: OK OK OK OK RK R End Zone OK OK OK OK OK OK OK OK OK OK C 5 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK --- B,— Interior OK OK OK OK OK OK OK OK OK C Zone 4 OK OK OK OK OK OK OK OK OK ---2K NO D OK OK OK OK CK OK OK —.LK— --2—K— --I-- End Zone OK OK OK OK OK OK OK OK OK OK OK NO C OK OK OK OK OK OK NO NO NO D OK OK OK OK ---2K-- OK OK --2K ---2K --2K — B Interior OK OK OK OK OK OK OK OK OK --2-K— Zone4. OK OK OK K OK K OK OK OK OK OK OK OK 21 2-K— OK 0 K 2— K K —D Zone OK OK OK OK OK 2K 2K_ --- 2K --R-- .NO ---9— ---!1— End OK OK OK OK CA OK NO NO NO __..NO_ NO __.E_ D OK OK OK OK OK OK NO NO NO NO B Interior OK OK OK OK --M-- NO NO --2!0— NO NO C Zone 4 OK OK OK NO _10 NO NO NO NO NO D — OK OK OK OK OK NO NO NO NO NO 8 End Zone OK OK OK NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO C D 5 OK OK OK OK OK OK OK OK OK OK 8 Interior RK aK OK OK OK OK OK OK_.- OK OK C Zone 4 2K 2K K 2-_ K a_ 2K RK OK KK RK 2 R_ LK 2K_ OK OK OK OK OK __-2-_ OK OK --2K --A— End Zone 2K _ RK_ OK OK OK OK OK OK OK OK C 5 OK OK OK OK OK OK OK 1 OK OK OK D ---2K-- --2—K --2-K— ---2-K— --O-K— ---OK— ----aK— ---2-K— OK OK 8 Interior Zone OK OK OK' OK OK OK OK OK OK NO D 0 0 K 0 K ::EK 0 22K� K K K K EndZone OK 0 �01( OK K �01( 0 K 2_ �.K K K K K OK I NO I C 5 OK 0K NO NO I NO _ L D ER 03820.04,09�1-R4 NEMO ETC, LLC N—dex - FL12500-R4 Certificate or Authorization H32455 NORANDEX; (517) 780-3185 09/25/Z020 *2019 NEMO ETC, LLC Appendix 1, Page 2 of 4 Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws,cc Jay Lathrop jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE : Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code standard AAMA/WDMA/CSA I0I/I.S.2/A440 df year 2011 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/24/2020 Date Validated 09/14/2020 Date Pending FBC Approval 09/15/2020 Date Approved 12/15/2020 FL # Model, Number or, Name Description 17822.1 SH-610 Vinyl Single Hung, Non- Max. size 53 1/8" x 76", Fin, Flange, DP 35 PSF. Glass Impact complies with ASTM E1300, Limits of Use Installation Instructions Approved for use in HVHZ. No FL17822 R6 II CWS-_1099Dpdf Approved for use outside HVHZ: Yes Verified By: Lucas Turner, PE FL PE 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Created by Independent Third Party: Yes EE El iContact us :: 2621_gLair Stone Road Tallahassee Ft. 2399 Phone: 850487-1824 The State of Florida is an AA/EEO employer. Copyhqht 2007-2013_State _of da. Flo Pi :: kajy��:: Ag��� �: Refund Statement Eq_ 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 emails 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 here . Product Approval Accepts: MMMIRE Credit Card Safe 1MZZ= TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I GLAZING DETAILS...............................2 SECTION VIEWS— - EXTRUSIONS & S.O.M ............ 4 ANCHOR SCHEDULE & NOTES- 5 INSTALLATION DETAILS .......... SINGLE HUNG - NON -IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSMEMS To COMPLY WITH THE FLORIDA BUILDING CODE R'BC), CURRENT EDITION. 1900 SW 44TH AVE, OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CWcc O 3. CONRGURATIONS:"O/X", 610 PVC 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND SINGLE HUNG GLASS TABLES A$TM E-1300-04.01 /09 NON -IMPACT _POSITIVE DESIGN LOADS BASED ON, �ESTEO PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04.01109, 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED O -5 0. 1, c) < r, -z 0. IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR ANCHOR . zo ;"'VE 0 <.23� 0 R DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 'z ' ' ' z T :gz tt 0 o 6, NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE c z SYSTE IS REQUIRED IN WIND BORNE DEBRIS REGION. M < p 7. FRAMES FULLY SMALL JOINT SEAM < ALL AND VENTS WELDED, SEALANT USED FIXED MEETING RAIL AND JAMB. ID AT 8, SERIES I MODEL DESIGNATION SH-61 0. a z z a 0 9, THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING; X = OPERABLE SASH, 0 = FIXED SASH -2- 10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 11. EXTERNAL WEEP SLOT =114 1-1/2' LOCATED 5° FROM BOTH x ENDS. o 5b201= Lucas Turner�I 2020,08.21 S 09:58:09 -05,00, MAX. SASH WIDTH MAX. UNIT DESIGN PRESSURE IMPACT SIZE RATING RATING .23-1/8"x 76" +1- 35 PSF NONE" 811812020 LUCAS A. TURNER, P.E. FL. PE # 58201 2428 Old Natchez T,. TH Camden; TN 38320 PH, 941-380.1574 FEET -mlcmnoD GENERAL NOTES AND ELEVATIONS RAWN -ey DATE EMK 06119/15 RD -4 NEV: cWS-1099 D r ---SIEIT 1:15 1 OF7 18' OVERALL 718' OVERALL 18' ANNEALED 1/8' TEMPERED 18' AIR SPACE ---518' AIRSPACE '8' ANNEALED —118' TEMPERED LAND X DURASEAL ar, QLANEX DURASEAL ORDINAL XL EDGE or, CARDINAL XL EDGE or, DDISPACE 4SG TEE KODISPACE 4SG TPS 3,SPACER I.G.SPACER SIKAFLEX 552 OR 'H' SIKAFLEX151OR PURFECT GLAZE PURFECT GLAZE 'H' r -518' GLASS BITE BIT GLASS BITE GLASS TYPE A GLASS TYPE R GLASS TYPE C OVERALL ANNEALED AIR SPACE ANNEALED SKAFLEX 552 OR PURFECT GLAZE'H' -518' CLASS SITE chwom WINDOW $MEMS Ed 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW CwS,CC 610 PVC SINGLE HUNG NON -IMPACT 71Z OVERALL —3116' TEMPERED Z Z� <,3; E,Nb �wsd —7-112' AIRSPACE W89 MMW 3, IS . TEMPERED 'D a T :: f—QUANEXDIJRASEAL.,, 0 O�O CARDINAL XL EDGE or, KODE3PACE 4SG TP$ oi Z Z G.SPACER __ 0 OwoVL7 SIKAFLEX 552 OR PEI, Id RoZE Z 46 PURFECT GLAZE VT 0 W In w0 ww w 518' GLASS SITE 0 0 w IN 0,68201 GLASS TYPED 8/1812020 LUCAS A, TURNER, P.E. FL RE 4 58201 2428 Old Natchez Tro Td Camden, TN 38320 PH. 941-380A574 S_AMRscwco. GLAZING DETAILS DRAWN BY: PAT EMK 06/19115 CwS_I 099 D DALE: __SHEET 1:1 2 OF 7 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 38-41 II 111 (ri I-- ON 32 46 r 3 SECTION C-C ALTERNATE MEETING RAIL AND SLOPE SILL -FRAME INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW, 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW,CWS CC 610 PVC SINGLE HUNG NON -IMPACT zoz WE— LL ZT—'T z , c < wwoo z Z 0 a;� z v5 Taw O�w �"H 0 'o W" 'Ildam(k C, 'u= 8/18/2020 LUCAS A. TURNER, P.E. SECTION D-D FL PE 4.58201 ALT 562 POCKET UNI-FRAME 2428 Old Natchez To Td Camden, TN 38320 PH. 941-380-1574 S'EETo Scmm"M SECTION VIEWS 0-w N u-" y DATE; NOTES: FIN FRAME AVAILABLE FOR BOTH UNI-FRAME EMK 06/19/15 AND STANDARD FRAME TYPES. ­G e: nEv, 880 BALANCERS AND DEEP POCKET UNL'.ME cWS-1099 D (H-6493) REQUIRED FOR LARGER SASHES. ­­ SHEET 1:2 3 OF 7 ITEM PART DESCRIPTION _�- �^ -� MATERIAL 1 H-6125 HEAD, OUTERFRAME� PVC 2 H-6125 JAMBS_OUTERFRAME _ _ PVC 3 H-6126 SI LL' OUTERFRAME PVC 4 H-6132 ASH SSIDERAIL PVC S H-6136 SASH BOTTOM RAIL PVC 6 H-6137 FIXEDMEETING RAIL PVC 7 H-6138 SASH TOP RAIL PVC 8 S-6141 GLA2ING BEAD PVC 9 5.6142 SASH STOP PVC 10 5-6143 SCREEN ADAPTOR PVC 1.1 1-5085 WSTF, OLON BULB VINYL 12 P-SQ86 WSTP OLON BULB VINYL i3 BALANCERS- CONSTANT FORCERTS62 14 P-5392 SASH TILT LATCH NYLON 15 P-5393 PIVOTCARRIER NYLON 16 P-5396 PIVOTBAR SS 17 P-3515 M258 PHIL FLATWHITESMS STEEL 18 P-4146 UBX34PHILFLATt'ek STEEL 19. P-5615 SETTING BLOCK RUBBER 2Q 5-2001 INTERLOCK RAIL ALUM 21 5-2006 RO E_SASHSIDERAIL HD ALUM 22 1-2007 REINF BOTTOM RAIL ALUM 23 S-2008 REINF FMR ALUM 24 S-2009 REI NF TOP RAIL ALUM 26 P-5388 LOCKS NYLON 27 P-5389 KEEPERS NYLON 28 P-4779 WEEP COVER NYLON 31 SI KA FLEX $52 OR PURFECT GLAZE W SILICONE 32 P-3305 WSTP..270 X 187, SOFT TOUCH FIN 33 P-5425 WSTP 200 X 5 8" X 5 8" BUST PLUG 34 P-S588 HOLE PLUG NYLON 3S GLA55 SEE SHEET2 36 P-4638 k8X 212PHILTRUSS tek 57 EEL 37 P-3218 SCREEN FRAME ALUM 38 P-4754 SCREEN CORNER KEY NYt-ON 39 P-3228 SCREENSPUNE 40 F-3029 SCREEN IJFTS 41 P-3033 SCREENSPRINGS 12 BALANCERS -CONSTANT FORCE RT880 43 H-6157 HD FIXED MEETNG RAIL PVC 44 H-6193 UM -FRAME 880 BALANCERS PVC 4S H-2115 REINF HD FMR ALUM 46 5.6239 UNI-FRAME SILL POCKET INSERT PVC 47 S-6217 UNI-FRAME SCREEN RETAINER PVC IINE ITEMS NOT USED: 25, 29-3U NOTE: ALI- ALUMINUM EXTRUSIONS. 9112" FRAME CORNER CONSTRUCTION �-�" 371t 8" � L r'13M6"� /il�,l. ❑ 9716" IFI 7j�� ' a 1 WINDOW SYSTEMS LL„�,..% 1 2 21116" 2378" itt6' 99005W 44THAVE, OCALA FLORIDA 34474 1116' ut6" REINS SSR HD www.cws.cc a 9L a 718^ S-2006 CORNER WELD (ALL SIDES) ��p�',?1���y�"��p'y+ 3/ 98 SINGLE NON -IMPACT HUNG PVC FRAME HEAD & JAMB PVC FRAME SILL H-6125 H-6126 INTERLOCK S-2001 z n o ¢ W o b 611Dll�,.S)' /4' B o ;Em�7C ��ro Z S'6� 15 5t8' ' FIXEDMEETING W O O F-OLj 1 S O 0- -➢-...._ SCREWEDERRATOGETHER WITH a ONp- dD, N .074" OUTERFRAME Q 2 ^-- N a g DO PVC GLAZING BEAD PVC SASH STOP 1:8 ¢ S-6141 S-6138 PVC SCREEN ADAPTOR } d tL p s O S-6943 11/2' S7116' S11116" F �H}�i' a 2 f18 W 0UJ w+AOWtnW 4 MC). � 1716'4- iri6" 11t8" PVC FSIDE 2RAIL PVC SASH 1 aTTM RAIL PVC SASH FMR PVC SASH TOP RAIL 8115'i 81;6 2 sr16" �1 srls' g 9116' �9fj�._. r.t sH/t-e61�37 4 H 56/11@3" 8rN." `iVbO m201 fjs+, 7�1" i = ifi6^ �.5 °'4t2610 1ri6' 1116' PVC SCREEN RETAINER REINF. STIR RAIL REINF. FMR REINF. TOP RAIL S-6217 '" JA A7AXXXN S-2007 8-2008 S-2009 37116, 1 11/ifi' 5 13r16" _ i 51t 6" � -'-1 6 � 1 8/1872026 4C I 2 t116" 2 iB" 4a 45 LUCAS A. TURNER, P.E. 1 3fi6" i at16" FL HE # 5820�1 6' 2428 Old P, TN x iYc Trl 09/16^ a�. oC`rU V16— 1n6' CR .B4138 39320 a 1/16^-^) PH 941.380.1574 a PVC SILL POCKET INSERT PVC HD FMR REINF. NO FMR sneer aescalaTlaN: S-6239 H-6157 H-2115 V., 6005A-T5 BOM AND EXTRUSIONS PVC FRAME oaAWN OY:. DATE: H-6193 EMK 06119/15. UWGk; REV.:.. CONS-1099 D ,RE 6063-76 UNLESS OTHERWISE NOTED. SCALE' SHEET 1:2 4 OF7. 0 s 4" MAX. 4' MAX. 1� MAX. C (TYP.) 1900 SW 44TH AVE, OCALA, FLORIDA 34474 wwwCWS.co 610 PVC SINGLE HUNG 0 d-O � qwa aWad w zOz sUI­ aw§z0x On xn¢..xwg�cq C OcnOU"M OC1.EWur5gaw OHL.. a zxa w0'g rn a avow. to ANCHOR LAYOUT ON •.fFLANGE (NO SILL ANCHORS REQUIRED) ) ANCHOR YgUT- N,� [NO 4\C @.&g''T �y No 58201 as x '. vj= NOTES: isr STAYS OF soy tea` 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.: WOOD SHIMS ARE NOT ALLOWED, Bti 8f2020 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8, 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. -.. FL PE 9 58201 BE PROTECTED TO PREVENT REACTION. 2428 Old Natchez T. TrI S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Camden, TN 38320 SPECIFIED IN TABLE i; SHEET 5. PH. 941-380-1574 SHEET OESCRPTION: 5, ANCHOR EMBEDMENT TO SUBSTRATE SHALL 8E BEYOND WALL DRESSING OR STUCCO. FOR CbNCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD SUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL. FASTENERS: 3" FOR MASONRY, i"FOR WOOD AND METAL, ORAWNBY: OAE: 8, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 06/19/15 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET, SHEET B_ CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED_ ow..:. REV_ B. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL 8E DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: GW S-1099 D FMAtAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WOMA250(SOXWINDOWS), FMA/AAMANVDMA30MEXTERIOR DOORS) SCAL. SHEET 1:25 5OF7 v MIN.tSUBSTRATE TYPICAL HEAD ANCHORAGE SEE BY OTHERS MIN. EDGE DIST. SEE TABLE i ifO MIN. EDGE D15T. SUBSTRATE WINDOW SYSTEMS 190E LOTH AVE. SEE TABLE 1 SEE TABLE 1 �SE ETHERS BEE TABLE 9 OCALWwW' F 3437E A, SUBSTRATEc BY OTHERS MN, EDGE DIST. i/4' MAX SHIM— S.CC WWW.CWS.CC SEE TABLE i MIN. EMBEDMENTSEE TABLE i PERIMETER SEALANT SEE TABLET I INSTALLATION AN----i �„�� BY INSTALLER SEE TABLE iINSIDE SINGLE HUNG ...—._.. MIN, EMBEDMENT y^�qq�� yy��.. NON -IMPACT TBEHINAND SEALANT �❑ �114' SEE TABLET FLANGE eY INSTALLER FLANGE BY INSTALLER MAX SHIM PERIMETER SEALANT z � duo �y}( U1p W p � � z ETER SEALANT TALLER ��}1 BY INSTALLER LNo INSIDEANO OUT ice' 2 � G1 gUa"AOtC.s n1 ANO OUT INSTALLATION ANCHOR NT BEHIND INSTALLATION ANCHOR SEE TABLET S d u1.0 0 6 Ot-O S` U {,} +,... z d W. p- 'SEE TABLE i FLANGE BY INSTALLER : SEALANT BEHIND FIN BY INSTALLER W B HORIZONTAL SECTION G HORIZONTAL SECTON PC 0 Z 6 TYPICAL JAMB ANCHORAGE & TYP(OAL FGV ANGHORAGE� vD U: SEALANT )ICATED SUBSTRATE SP.ALANT BEHIN FLANGE BY INS" PERIMETER SEf BY INSTALLER INSIDE AND OUI SUBSTRATE BY SEE TABLE 1 A VERTICAL SECTION B TYPICAL SILL AN N6 SILL ANCHORS REQUIRED NOTE: SLOPE SILL FRAME OPTION NOT SHOWN hIEAO AND SILL SIMILAR FOR FIN INSTALLATION as �.}.=S,p�.. O 0. Trn cDO 0�h.. a � z"-O�N eAo\l��g A T r pURe��Fdp��s 14^ MAX SNInn No. $8201 ��ja l�jhl l4itlYYX\, TURNER, 0 LUCAS A, TURNER, P.E. FL PE # 58201 PERIMETER SEALANT— 242801// Natchez. T1'C Tri BY INSTALLER C.BIden, TN 38320 INSIDEAND OUT PH 941-380-9574 f u l SECTION BOX FRAME INSTALLATION SHEET oEscR+P1,oN SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, paawN er ISATE UP TO AND INCLUDING A BOX -FRAME. APPLICATION IS ACCEPTABLE PROVIDED. EMK 06/19l1 S MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED owo a: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-1099 D PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 1:2 SOFT TYPICAL HEAP ANCHORAGE 1 MIN. EDGE DIST_ D D >P .Dxp ° D D wp wC u SOLID CONCRETE - SUBSTRATE BY OTHERS .. DID ° DwC x. D D SEE TABLE 1, BHT 6 D D' D s D w aP">DD� BaD 1518' MIN, EMBEDMENT PERIMETER SEALANT BYINSTALLER . a > INSIDE AND OUT p SEALANT BEHIND FLANGE 1/4" MAX SHIM BYINSTALLER INSTALLATION ANCHOR 311V ELCO ULTRACON CONTINUOUS DBL IPV BEAD OF SEALANT AROUND PERIMETER @ ALL INDICATED. \1 i{ II POINTS BETWEEN THE FRAME AND SUBSTRATE BYINSTALLER SEALANT BEHIND BYINSTALLER BYINSTALLER -.... INSIDE AND OUT o P Dtip>^D x. (-_IM-MAX SHIM 6^D x Rx R, x x D EXTERIOR FINISH BY OTHERSq. xD D e x p D P. o•o-D x"x�PxD.a SOLID CONCRETE x p P * D D xA SUBSTRATE BY OTHERS SEE TABLE 1, 6 D trp ° o-D BHT p E VERHCALSECTION 7 TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED NOTE: SLOPE SILL FRAME OPTION NOT SHOWN 1 518'. MIN, EMBEDMENT- 11 p7�(�SP/7i17"KYI7°I. fj/j LWOW �UEi1MS 114' MAX SHIM --� 1900 SW 44TH AVE. Awa as a V MIN. EDGE DIST. OCALA, FLORIDA 34474 WWW CWS.CC INSTALLATION ANCHOR - BfiB" ELCO ULTRACON a a e ae p 610 0 aaw ° a SINGLE HUNG CONTINUOUS DEL IM'BEAD OF SEALANT AROUND PERIMETER a!a° s's� a a a -IMPACT Itl VIaaI1Y1 P'M\iA NON ALL INDICATED POINTS BETWEEN aaaew ° THE FRAME AND SUBSTRATE BY INSTALLER A° w WO ¢ O o pW SEALANT BEHIND FLANGE- 8Y INSTALLER z zxrEW©o PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SOLID CONCRETE SUBSTRATE BY OTHERS O O O H O U S r, tx C> N �., F tp d SEE TABLE I, BHT 02 Q-�"` � �? Z ORIZONTAL SECTION F HORIZONTAL_ 7 TYPICALJAMB ANCHORAGE ">; I..• d O O u. F P O J W OOKN4�W W Z=d R O d0T Wha wS GE 114' MAX. SHIM- V MIN. EDGE DIST, b NCHOR IN5TALLCO a n "'fit No,� 0 ULTULT 3116'ELCO RACON . 4`e s > t' MIN. EDGE DIST. I r �fl $Sd7@ bf ED CONTINUOUS DEL IM' BEAR OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN THE FRAME AND SUBSTRATE BY INSTALLER Q wa a 'mow a ' A° 8/1812020 w'x LUCAS A, TURNER, P.E. SOLID CONCRETE FL PE # 58201 SEALANT BEHIND FLANGE BYINSTALLER SUBSTRATE BY OTHERS 2428 Old Natchez Trc I'd PERIMETER SEALANT BY INSTALLER SEE TABLE I, BHT WOOD SUPPORT BY OTHERS Camden, TN 38320 PH,. 941-380.1574 INSIDE AND OUT $NEET -DESCRIPTION INSTALLATION DETAILS G HORIZONTAL SECTION POURED WALL 1 TYPICAL JAMB ANCHORAGE -WOOD SUPPORTS HEAD AND SILL SIMILAR (NO SILL ANCHORS) DRAWN a ; DATE: EMK 061/9/15 EWE AA: REV.: NOTE: INSTALLATION ON THIS SHEET ARE FOR SOLID POURED WALLS USED CWS-1099 D SPECIFICALLY IN THE VILLAGES, FL, OR FOR SIMILAR SOLID POURED SCALE: WALL INSTALLATIONS. SHEET 70F7 General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4, ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH, TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE, NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE SOIL FOR WOOD DESTROYING ORGANISMS, S. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KS1 MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM, THICKNESS, 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO, 67 LESS THAN 3/4'% AIR ENTRAINING +/- 1% - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED, 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185, 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1. 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS, ll, IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION, B. MASONRY: i. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2ALL MORTAR SHALL BE OF TYPE M OR S. 3ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 1 STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTOND.C. THE FLORIDA BUILDING CODE, 7TH EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4, WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH" . DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. D. FASTENERS: L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, 2, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN,). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED, S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-18& 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC, FOR ALUMINUM PART 1-A, & I-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A61 5 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION CURRENT ALUMINUM DESIGN MANUAL R ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP -- TYPICAL 2. SIM --SIMILAR 3. DON -- UNLESS OTHERWISE NOTED 4. CONT --CONTINUOUS 5. VIE-- VERIFY IN FIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BYA LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS, 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: i. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT A MANUFACTURER'S HOST BEAM. IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501.17A IN ITS ENTIRETY. 1 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE, 6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310,1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL T ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a) THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED, A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE, NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR WAS LOCATED, AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD 3280.105 DESIGN DATA: 1, RISK CATEGORY: 2. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130MPH NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 1 WIND EXPOSURE: B 4, WIND LOADS - ENCLOSED: INTERNAL PRESSURE COEFFICIENT: +/-OA8 COMPONENT& CLADDING PRESSURES: ROOF: ZONE 1: 12.4/-48.4 WALLS: ZONE 4:30.4/-33.0 ZONE 2: 12.4/-619 ZONE 5: 30.4/-40.7 ZONE 3:12A/-87A SOLID ROOF (MWFRS): 20 PSF FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 S. SOLID ROOF TYPE: EXISTING 3"X48"X,024", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF, FL 7561 OR EQ. DEFLECTION: L/ 120 MAXIMUM ALLOWABLE SPAN: 13A4' SITE SPECIFIC DESIGN SPAN: 1140' 6. NEW CONCRETE SLAB AND FOOTING PER SECTION WOF GENERAL NOTES. EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND TIME LOADS FROM THE PROPOSED ADDITION HOLLOW SECTIONS INDEX: 2 x 2: ---------------------------------------2" x 2:x 0 044 11 S-1 GENERAL NOTES 3 x 2: --------------------------------------- 3" x 2'x 0.050„ S-2 DRAWING S-3 DRAING 2 x 3: ---------------------------------------2" x 3" x 0.050" S-4 DETAILS 2 x 3: ---------------------------------------2" x 3" x 0.070" S-5 DETAILS 2 x 4: ---------------------------------------2" x 4" x 0.050" S-6 DETAILS 2 x 5: ---------------------------------------2" x S" x 0.050" OPEN BACK SECTIONS 1 x 2: ---------------------------------------- 1" x 2" x 0.040" 1 x 3:----------------------------------------1" x 3" x 0.045" 2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045" 2 x 3 Snap: -------------------------------2" x 3" x 0,050` 2 x 4 Snap:--------------------------------- 2" x 4" x 0,045' 399surfalixf-I&W 2x4SMB: ---------------------- 2" x 4" x 0.044" x 0.100' 2x5SMB: ---------------------- 2" x 5" x 0.050" x 0.118" 2x6SMB: ---------------------- 2" x 6" x 0.050" x 0.120" 2x7SMB: ---------------------- 2" x 7" x 0.057' : X 0 ' 120 2x8SMB: ---------------------- 2" x 8" x 0.072' x 0.224 2x9SMB: ---------------------- 2" x 9" x 0.072" x 0.224� 2 x 10 SMB: ------------------- 2" x 10" x 0.092" x 0.37,f �af 7A, I I MW 0"IYJAL -f 1H, PH C REVIEW DATIZI-Ep 0,q CITY 0FZP:11".jVX�,P ­7 PLAN EXAf%vi 11NE I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTI L,& EXISTING T ""0 Z " PROFESSION SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. 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 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Website; www.fbcplans.com email: erb@fbcplans.com DRAWN BY: W.P. DATE: 03/16/22 REVISION: DATE: #220303065 PROJECT ADDRESS: JEFF BELL 3505 PERIDOT DR. LOT 2 EMERALD POINTE RV ZEPHYRHILLS, FL 33540 CONTRACTOR: I M. 20'-0" 8'-8" (2) 36X52 3'-2 1 24X36 FAN -------------------------------- - — ------------ 00 X NEW CONCRETE SLAB 04 n WITH 12"X12" FOOTING 04 LINEN LO GFI X "w to iIz- VAN ni 2c 711 twD "I I - - I GFI� QGFI I REFW 04 Go 00 L -------- 3T _M6 --- ------------ ---- --------------------------- 36X8 X \\80 --- -0 7K 7K 6' 8'-0" 36XbZ 15'-0" 16'-8" Z2X4 STUD WALLS FINISHED WITH VINYL SIDING FLOOR PLAN SMOKE DETECTOR EXISTING PAVER DRIVEWAY 110 V. OUTLET TO STREET 220 V. OUTLET o SURFACE MOUNTED LIGHT FIXTURE Aw1b, I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL& EXISTING 3NI PROFESSIOW�IIEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 386S4 Myron Max Neal, P.E. 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 Zephyrhills, fl, 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Website: www.fbcplans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 03/16/22 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 #220303065 PROJECT ADDRESS: JEFF BELL 3505 PERfDOT DR. LOT 228 EMERALD POINTE RV ZEPHYRHILLS, FL 33540 CONTRACTOR: OWNER FLOOR PLANS S-2 12'-0" REAR ELEVATION -2"VAO"V fNnA" I I M r1r-h1C11-r\/ 12'-0" FRONT ELEVATION 1/4"=l'—O" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL& EXISTING '4 �21 l`iA;' 81 T V- <Z '4 PROFESSIONAL WIS'EAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. 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 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Website: www.fbcplans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 03/16/22 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 #220303065 PROJECT ADDRESS: JEFF BELL 3505 PERIDOT DR. LOT 2 EMERALD POINTE RV ZEPHYRHILLS, FL 33540 CONTRACTOR: M I 7"11 AC]"11 1 " 9 I - -1-1� SIDE ELEVATION WINDOWS 1/4"=V-0" WITH 12"X12" FOOTING WITH VINYL SIDING I I I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIPF� Z04fp TING PI P 0 'x and -5 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas I.F. Hanson P.E. FLORIDA LICENSE NUMBER: 386S4 Myron Max Neal, P.E. 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 Zephyrhills, fl, 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Website: www,fbcplans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 03/16/22 REVISION: DATE: RO 1 R02 RO 3 RO 4 #220303065 PROJECT ADDRESS: JEFF BELL 3505 PERIDOT DR. LOT 228 EMERALD POINTE RV ZEPHYRHILLS, FL 33540 CONTRACTOR: OWNER ELEVATIONS S-4 SP2 OR EQUIVALENT 2X BLOCKING FOR PANEL SPLICE WHERE WALL HT. EXCEEDS PANEL LENGTH WALL PANELS (PLYWOOD) NAILING NOTE: NAIL Ed NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE}" MIN. FROM PANEL EDGES, PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S SPECIFICATIONS, SHEATHING SHALL OVERLAP TOP AND BOTTOM PLATES (SEE NAILING NOTE) SP1 OR EQUIVALENT 4" CONCRETE SLAB & FOOTING F 'SECTION A` OF GENERAL NOTES 2 #5 REBAR CONT. ON 3" HIGH CHAIRS rt V.M#"#qrftVI FASTEN 3" COMP. PANELS TO TOP PLATE W/1/4`0 LAG SCREWS W/NEOPRENE WASHERS, 1-1/2" MIN, EMBEDMENT, @ 8" O.C. DBL 2"X4" TOP PLATE (ONLY NON -TREATED WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) (2) 2X HEADER PER CHART WITH 1/2" PLYWOOD SPACERS OVER OPENING, FLASHING OVER OPENINGS APPROVED FLASHING MATERIAL SHALL BE APPLIED OVER DOOR & WINDOW OPENINGS TO PREVENT WATER PENETRATION INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS, PER R703.4 INSTALL WINDOWS AND DOORS PER MANUR INSTALLATION INSTRUCTIONS VINYL SIDING OVER VAPOR BARRIER PER MFG'S SPECS, NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM 7/16"WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR ESE) WITH AN APPROVED WEATHER RESISTIVE BARRIER PLACED UNDER THE SIDING. 2"X4" WOOD STUDS @ 16" O.C. P.T. 2X4 BOTTOM PLATE ANCHORED WITH 5/8`0 WEDGE ANCHORS W/STANDARD WASHERS, 12"FROM CORNERS, 6" FROM OPENINGS AND 24" D.C. W/4" MIN. EMBEDMENT, TYP. GRADE WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND SHALL BE PRESERVATIVE TREATED PER FBC SECTION 317.1.5 12 CONCRETE BELOW GRADE PER R403,1A NATATT OVCTCtXT I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL& EXISTING v F 10 2 V14 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L, Hanson RE, FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. 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 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Website: www.fbcplans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 03/16/22 REVISION: DATE: #220303065 PROJECT ADDRESS: JEFF BELL 3505 PERIDOT DR. LOT 2 EMERALD POINTE RV ZEPHYRHILLS, FIL 33540 CONTRACTOR: WOOD WALL SECTION s-5 SIMPSON RSP4, LSTA12, SP2 OR EQUIV. @ EACH STUD 7/16" OSB OR 1/2"PLYWOOD — SHEATHING, SEE NAILING NOTE SIMPSON LSTA12 OR EQUIV. @ THESE LOCATIONS 2X4 JACK STUDS PER CHART 2X4 FULL LENGTH/KING STUDS PER CHART ATTACH JACK TO CONT, STUD INSTALL DOORS IN W/16d NAILS @ 16" O.C. OPENING PER MANOR INSTALLATION INSTRUCTIONS 1/2"0 WEDGE ANCHORS W/STANDARD ---' WASHERS, 12" FROM CORNERS, 6" FROM WALL FRAMING FOR OPENINGS AND 24" O.C. W/4' MIN. DOUBLE DOOR EMBEDMENT TYP. SIMPSON RSP4, LSTA12, OR EQUIV, @ EACH STUE 2X4 STUDS @ 16" O.0 7/16" OSB OR 1/2" PLYWOOD SHEATHING, SEE NAILING NO' 2X4 JACK STUDS PER CHA 2X4 FULL LENGTH/KING STU PER CHART ATTACH JACK TO COP STUD W/10d NAILS Cc 16" O.C. WALL FRAMING FOR DOOR OPENING DOUBLE TOP PLATE 2X4 DOUBLE TOP PLATE 2X4 CRIPPLE STUDS @ 16" D.C. DBI, 2X HEADER W/l/2" PLYWOOD SPACER, PER CHART SIMPSON SP2 OR EQUIV, -2X4 BASE PLATE .@ STUDS DO BASHPLATE OR EQUIV. CRIPPLE STUDS @ 16" O.C. X HEADER W/1/2" CDX ODD SPACER, PER CHART UOR DOOR; SEE PLAN CC DOOR IN OPENING ANDS INSTALLATION UCTIONS 4PSON SP2 OR EQUIV. {4 BASE PLATE OR E�UIV. PLAT DOUBLE 2X4 TOP PLATE DOUBLE 2X WOOE HEADER, SEE CHA 2X4 JACK ST ATTACH JACK TO CON STUD W/10d NAILS Ca O.C. Z16" OSB SHEATHING NAILING NOTE , MIN@ W, = SUPPORTING COMP. PANEL ROOF[ 1 (2) 2-X8- 2-00- ALL CONNECTORS AND FASTENERS IN DBL. HEADERS W/�` PLWD. SPACER, GLUED & CONTACT W/TREATED WOOD SHALL BE NAILED W/2 ROWS OF 12d NAILS STAGGERED Cai) ZINC COATED GALVANIZED STEEL OR 111PSON 7MAX' 12" D.C. EACH FACE APPROVED FLASHING MATERIAL SHALL BE APPLIED OVER DOOR & WINDOW OPENINGS TO PREVENT WATER PENETRATION INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS, PER R703.4 WOOD SIDING, SHEATHING AND WALL FRAMING ON Tf IE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND SHALL BE PRESERVATIVE TREATED PER FBC SECTION 317.1.5 WALL PANELS (PLYWOOD) NAILING NOTE: NAIL 8d NAILS 6" O.C. @ EDGES & 12" D.C. IN FIELD, ROWS OF NAILS SHALL BE7'" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. @ STUDS TO BASE PLATE WALL FRAMING FOR WINDOW OPENINGS �IMPSON RSP4, LSTA12, SP2 OR ?QUIV. @ EACH STUD �X4 CRIPPLE STUDS @ 16" O.C. INSTALL WINDOW IN OPENING PER MFGR. INSTALLATION INSTRUCTIONS 2X4 CRIPPLE STUDS @ 16" O.C. (PRES. TREATED) AMPSON SRI OR EQUIV. W TOP & BOTTOM OF STUD, TYP. I HEREBY CERTIFY THAT 1 HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL& EXISTING A, e, `�v 7,e 0 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. 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 Zephyrhills, fl. 33542 Phone: (813)788-S314 Fax: 1-(866)-824-7894 Website: www.fbcp1ans,corn C.O.A. - #29054 DRAWN BY: W.P. DATE: 03/16/22 REVISION: DATE: RO I RO 2 RO 3 R04 #220303-065 PROJECT ADDRESS: JEFF BELL 3505 PERIDOT DR. LOT 2 EMERALD POINTE RV ZEPHYRHILLS, FL 33540 CONTRACTOR: I M WOOD WALL FRAMING S-6