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HomeMy WebLinkAbout18-20171 CITY OF ZEPHYRHILLS 5335-8T-H STREET (813)780-0020` 20171 BUILDING PERMIT PERMIT INFORMATION'- . LOCATION INFORMATION- Permit Number: 20171 Address: 3835 LAUREL VALLEY BLVD LOT 32 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0030-00000-0320 Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 8/29/2018 Name: SUN HOME SERVICES INC Total Fees: 412.50 Address: 3835 LAUREL VALLEY BLVD Amount Paid: 412.50 ZEPHYRHILLS, FL. 33542 Date Paid: 8/29/2018 Phone: 630-802-4077 Work Desc: 558 SQ FT ADDITION (BEDROOM,LR, LAUNDRY AREA)ADD SHED CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 210.00 HOMEOWNER ELECTRICAL FEE 67.50 HOMEOWNER PLUMBING FEE 67.50 HOMEOWNER' MECHANICAL FEE 67.50 Ins ections Re uired FOOTER 2ND ROUGH.PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute SS3.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRAC b SI NATURE PERMIT OFFI R r PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER \ 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received l S 3� Phone Contact for Permitting //__ pao� "�Q'7 t [ Z u h� one Number 1 l�3� -p Owner's Name Owner Ph lawner's Address d-M7 6;24,,`l; Owner Phone Number J#64AS (�- 41r k(900 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Adddrress/ JOB ADDRESS O J /(/ 2Ar AS 3 S��_ LOT# SUBDIVISION i C PARCEL ID# o5 `- G`•� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK .1—pil d /�r�. ! l sd �k[Ct;jIe BUILDING SIZE SQ FOOTAGE ��O ( HEIGHT TITTTITrITITrP�I"ITTI'-r-r-r ITI"1"rITIT�ITI"ITTtTrTI"'1"7�1"9�1"ITITIT�ITPTr •=BUILDING �0/C)o VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ( ` =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO X BUILDER " COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N 3 ' Address � � � a yy �✓ � I S License# ELECTRICIAN }I :�J OcoMPANY SIGNATURE !� REGISTERED Y/ N FEE CURREN Y/N Address 3d 3 �4 i� a !V 2 W(1 License# PLUMBER - /� ^� ngl; S10 PM ANY��J_ SIGNATURE REGISTERED Y/aN' FEE CURREt-- Y/N Address 3935- 4 2 `f(:� License# X MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N i I r_ Address k II e Q l lam.-, 61 L I �� License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111 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,Stormwater 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,Stonmwater 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. (AIC 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: 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 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 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'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 I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, 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"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - if the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I 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,I promise.in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas,or other installations not specifically 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 C RIMMENCEMENT. NT MAY RESULT IN YOUR PAYING TWICE FOR IMP E TO YOUR PROPERTY. IF YOU AIN FINANCING,CONSULT WITH YOUR LENDER A T R EY FORE'RECORDING NOTI FLORIDA JURAT(F.S.117.0 OWNER OR AGENT CONTRACTOR Subscribed and sworn to( rmed)before his Subscribed and sworn to(or affirm efore m this by by Who islare personally known to me or haslhave o`uc Who islare personally known to me or has/havV produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped DISCLOSURE STATEMgNTFOR. OWNER. CITY OF ZEPHYRHILLS BUILDING DEPARTMENT r i I. CAA U,1411`d C Z"Og P!X r! eL! have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by• said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3_ That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work.- 4. That in the event the Building Inspector shall require corrections to be made, the owner,will assume full responsibility to insure they, .are made, and upon completion will call for a reinspectlon before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be .paid in full_ A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City,' State and Federal laps in regard to social security, workman's compensation, lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have -applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or ,improve a commercial building, provided your costs do not exceed $25,000. The building or residence mast be for your own use or occupancy. it may not be built or substantially improved for sale or lease.- If you sell .or lease a "building you have built or.substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved if <for, sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building_ It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to .perform the work being done. Any person working on• your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' camp at' for that employee, all as prescribed by law. Your construction must y w' all applicab aws, ordinances, building codes, and zoning r OWNER•S SIGNATIIRR DATE ADDRESS PHONE: T 0.7 WITNESS PERMIT # FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone 12 Scope:Compliance with Section R401.2(l)of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form R402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, renovations and building systems in existing buildings,as applicable,To comply,a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form.If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code,Energy Conservation. fl PROJECT NAME a Zu PURA BUILDER: AND ADDRESS: 3'9*35 Laurel Valley 131V4. OWNER: 0,1-k5 PERMITTING OFFICE:CiTy of 7-ephy1r-W 115 7-efliji-Wills, Ft 3351Z JURISDICTION NUMBER: (&dD 1-:P + LAN PA CZUPRYNA PERMITNUMBER: 2-001 General Instructions: 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 2.Complete page I based on the"To Be Installed"column information. 3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. lj 1. New construction,addition,or existing building I 2. Single-family detached or multiple-family attached 2. 3. If multiple-family,number of units covered by this submission 3. 4. Is this a worst case?(yes/no) 4. B. Conditioned floor area(sq.ft.) 6. Windows,type and area a) U-factor 6a. b) Solar Heat Gain Coefficient(SHGC) 6b. c) Area 6c. 57q. 6 7. Skylights a) U-factor: 7a. b) Solar Heat Gain Coefficient(SHGC) 7b. 8. Floor type,area or perimeter,and insulation: a) Slab-on-grade(R-value) Be. b) Wood,raised(R-value) 8b. c) Wood,common(R-value) 8c. d) Concrete,raised(R-value) 8d. U a) Concrete,common(R-value) Be. 9. Wall type and insulation: a) Exterior. 1. Wood frame(insulation R-value) Sal. 50k.5 t R-13 2. Masonry(Insulation R-value) 9a2. b) Adjacent: 1. Wood frame(Insulation R-value) Sbl. 4114q.75 it 12-13 2. Masonry(insulation R-value) 9b2. 10. Ceiling type and insulation a) Attic(Insulation R-value) I Be. R- b) Single assembly(insulation R-value) I Ob, R- 11. Air distribution system: a) Duct location,insulation b) AHU location llb. X I 6+i ngq c) Total duct leakage.Test report attached, 11c. _J of m/l 00 S.f. Yes[] No F- 12. Cooling system: a)type 12a. Ex'u5-Finq b)efficiency 12b. J 13. Heating system: a)type 13a. EA i S I>1q b)efficiency I 3b. 14. HVAC sizing calculation:attached 14. Yes[] No R 15. Water heating system: a)type 15a. EX I 11qg FleC. b)efficiency 15b. I hereby certify P' that th plans and specifications covered by this form are Review of plans and specifications covered by this form indicate in compliance with -PFlofidaBui ode nergy Conservation, compliance with the Florida Building Code,Energy Conservation.Before 0 PREPARED By. Date 81-1?-/9 construction is complete,this b ilding will be inspected for compliance in 9 I hereby certify(hat thiaullding is in compliance with the Florida Building accordance with Sefeyq(9 ,F.S. Code,Energy Conservation. CODE OFFICIAL: 0 OWNER/AGENT: Date:- Date: J.: 11 FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017) R-55 � P v 1SI fltufl_ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � � trli 1 Date Received: tt-- Site: Permit Type: GL aaUt LK A dk Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: F1 {J. G p„"y This comment sheet shall be kept with the permit and/or plans. y Kalvin S zer—Plans Examiner Date Contractor and/o 'omeowner (Required en omments are present) G f 1, \4 Qh B � l( t �i 6 1 I i F&s ade1C� y - p� 1 a ' 3gys —D it 7 a - 9 � P• i jam' / i ) d �� . rags 1 iJJ •rloricla builaing Lode unline Business ♦ 1.Professional 1 _ BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stabs&Facts Publications f FBC Staff BCIS Site Map Links Search b a PS t■/� +r " roduct Approval I1�' UER:Public User Product Approval Menu>ProduR or Application Search>Aoulication 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 Neii.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton Neil.J.Sexton@saint-gobain.com Technical Representative Neil J.Sexton,AIA Address/Phone/Email 803 Belden•Road Suite 210 Jackson,MI 49203 (517)780-3185 Neil.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. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich,PE q/ Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.Ddf 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 -Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-152 Created by Independent Third Party:Yes Other: 1.)The DP noted in this application Evaluation Reports pertains to one particualr siding system.Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures. R3.Ddf 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Next 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 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 here. / Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 (_)o TRINITY(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 D.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,DSDL,D6 0.044" Norandex Sagebrush D4,D5DL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,DSDL 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 N!eminen, 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 (Va,d),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 (Pmd)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GCpl_±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 (KZt= 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 s less than either 4% of the least horizontal plan- s 9 ® a� view dimension or 3 feet, as outlined in Figure o 30.4-1 of ASCE 7-10. $ 5 Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 7TRIN-rYIERD 5.4 For existing substrates, the AHJ 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. j 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 61G20-3. 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. 3/-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engagelthe 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) 764-7706;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, Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-133 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 ~.Florida Building Code Online Page 1 of 3 BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search Florida sa� ';�!�'Product Approval R USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • � FL# FL4904-R8 Application Type Revision Code Version 2017 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 Powis Road West Chicago,IL 60185 (800) 663-3667 sschreiber@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 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 httns://floridabuilding.org/-or/nr ann dtl.asnx?naram=wC'7FVXOwtDateluTwflNbb]SciO%2b... 1/9/2019 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 +4mits-ofiise— 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 Wood-edge Steel Side-Hinged Door 8'-0"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 NI006110.02.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 FL0129.1)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 514009A.pdf 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 NI006110.01.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 FL0128.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.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.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 lions-//flnricinhnildin a.nrl7/nr/nr ann (itl_a.qnx?naram=wCTF.VXnwtl)nteluTwNNhhl,QciO%7h.__ 1/9/7019 149'Ma OVMU nNE WIDTH cc 21" MAX 0 C) 36.375" MAX --I 6(o SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.O. PANEL WIDTH 37.5" MAX. lct 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL 0 FRAME WIDTH 2t cr-i Lf) GENERVAL Lu 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO CL THE FLORIDA BUILDING CODE AND WHERE PRESSURE Lu tf) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Q) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 16 c3) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. co 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON -0 OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Ci Lu Lu 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN I s Wz on ACCORDANCE WITH SECTION 2220 OF THE FBC. d 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84- L 5. PLASTICS TESTING OF LITE FRAME MATERIAL- TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMPT T740*F> 650'FERINF0.77 RATE OF BURNtNG IN MIN 5MOKE DENSITY 1 ASTM 02843 13.47 Nei TENSILE STRENGTH* ASTM 0638 1 7.507 DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD IO J1 0 A*61ft to W)A DOUR F DQQR UNIT WIDFLIT m ITS ELI V) (n En(n 00 Alrriew�i Ay z Lu En w V) 1313 13 MUM 10 L 00 C313 M 13 0 MR z aw 0 �� � F�g 0 V) L.W."Z.I oon on. no .00 :2<a! 11 co Li � � �� � � �® L 11 0 1100 11 11 ���Na SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELM DOUBLE DOOR UNIT WISIDELITES WITH SIQFL z WHERE WATER INFILTRATION PERFORMANCE IS It101151 1 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DAM 7111105 TABLE OF CONTENTS ONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 4:�-je agg scALF- N.T.S. TYPICAL DESCRIPTION 37.5" �+7 6.0 -76.0 +7 U6.0 -E76.0 +19.0 - 9.0 +55. -5510 sws XX 74-w- +55.0 -55-0 +5 5. -55-0 55 -55.0 11C )5 + CAL + 5 -5 .0 +55.0 -55.0 +4:2' H112N, -55.0 CKK.M ELEVATIONS & GENERAL NOTES 75 +550 5 1 _g 1 55.0 _55.0 2 ANCHORING LOCATIONS & DETAILS +55.0 -55.0 +55.0 -55.0 +19-0 4 -19.0 +55.0±-55.0 KURT BALTWOR DRAVANO NO.: OXXO 3 ANCHORING LOCATIONS & DETAILS 149 n _55 n RR n n +19.() -19.0 +55.0 -sKp FLORIDA P.E. DWG-MA-FLO128-05 f56533 [SHEET:1:OF I: ci LO 6"3" 3" SEE DETAIL U O CO SE" l t 1 I 6" 6" 6" 6Al s s"no io o Q..N — — n' � 1,(')z tail W U) In SEE DETAIL — — J t n SEE DETAIL o w SEE DETAIL _ D ui — 6" ao03 j; o� 3� Ito -- I- all 0 3" 3"-� 3"AW E 3' 6" o D: 3" 3 3 6" " Q a 6" SEE DETAIL 8" (n U)3 tn} "F" U) U) Addendum to NMI z r= CetUTmall�itdo o z w Aedevedtiy. � � DateAea' LL fw-U ASTRAGAL RETAINER BOLT HOLE L)aE# z #10 x 2"" 8 x 2-l/2" MUST BE DRILLED THROUGH -I 0 w w Ln #8 x 2-1/2"" THE THRESHOLD & INTO THE � oz STRUCTURE DEEP ENOUGH o a= #10 x 5/8'" ° FOR A 1.375" THROW #8 x 2-1/2" #10 x 1'" -o0m #10 x 5/8"' • T °S 0 #10 x 3/4" DETAIL "F" ASTRAGAL °i N o #10 x 2" DETAIL "F" ASTRAGAL IG(1/a-TEMP.GLA.ss) N FRAME f DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/0Pn0NAL DECORAT3VE INSERT DETAIL °D" DETAIL "C„ STRIKE PLATE TO FRAME /u. L OR BUTYL SPACER w o U m AS SHOWN. -#6 x -i/z Pns TYPICAL DATE: 7111105 0.962"" N.T.S. � SCALE:ti.• DWG.BY' SWS T T 1-375" DOW 995 CHK.BY. DRAWING ND.: INSWING TH- RESHOLD OUTSWING THRESHOLD ICAL GLAZING D,�t I DWG-MA-FW128-05 SHEET,"_OF 3 SEE DETAIL 3., 6" "E" SHT. 2 3„ 3" C]� LI I i Il I If L I I 8 z c� W L0 2 a SEE DETAIL a LC)U N "D" SHT. 2 - N SEE DETAIL A - w _ o • "C" SHT. 2 w B o `T' n: A I', A G N7 ® l B M 0 0 H IL 11 H I O ft1 odd12Io 3H1- SEE DETAIL CI L 6" —6" n o "F" SHT. 2 6"— a a A1TACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, E)Lo K SIGNED AND SEALED BY LUIS R. LOMAS, PE AddeMLm10W"W z (FLORIDA #62514) WITH THE LOWEST (LEAST) o FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE, JAMB, HEAD, AND r w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE a¢¢w #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL cza: z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE aCOO WOOD SCREW EDGE DISTANCE MIN 3/4". j 1. IKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND I o Qi 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED om AT 5-1/2" CENTERLINE. FJ PINE ON CONTINUOUS HEAD AND SILL UNITS, BACK TO 0 BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES �N CORRUGATED FASTENERS LOCATED 3" FROM EACH END Q=a AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SC ............ . . ...... ....... .. . ........ ... EWS LOCATED 6" FROM EACH END AND MAXIMUM ,'.' ii-n' 12" O.C. 1.50" 1.25" w O U m Z 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN Mme" MIN w MA" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE: 7 17/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-'- i- CL, tij. SCALE: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". w: DWG.Sr: SINS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CIA.BY, TRANSFER LOADS TO STRUCTURE. DRAWING NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY Dwc-MA-FL0126-D5 ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET 3 DF 3 Florida Building Code Online Page 1 of 2 Business & Prafesstonal Regulation, BCIS Home I Log In User Registration ' Hot Topics Submit surcharge , Stats&Facts j Publications FBC Staff BCIS Site Map Links Search dba {� L; ": Product Approval I USER:Public User Product Anoroval Menu>Product or Application Search>Application List>Application Detail • �� FL# FL17822-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived D 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 ]ay Lathrop Address/Phone/Email 1900 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 ❑ 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 LV!I 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 ON/A https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1 UoTl E... 4/3/2018 Florida Building Code Online Page 2 4Df 2 FL17822 R3 CDC 6thEdFBC-FL17822.Ddf Product Approval Method Method 1 Option A Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summary of Products 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.Ddf 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).pdf Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalReD CWS-1099A(SH-610, NI, DP35).adf 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 Impact complies with ASTM E1300-04. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17822 R3 C CAC 138-1392CAR.Ddf Approved for use outside HVHZ:Yes FL17822 R3 C CAC 138-1393CAR.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/17/2020 Other: Installation Instructions FL17822 R3 II CWS-1099C.Ddf Verified By: Lucas Turner, PE FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRenort1099C.pdf Created by Independent Third Party:Yes Back Nent 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 mall.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: ® ached Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?p'aram=wGEVXQwtDgt2ZOX6B2Y 1 UoT 1 E... 4/3/2018 SINGLE HUNG - NON-IMPACT GENERAL NOTES: ����m. 0 (SHOWN W/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION. OCALA,FLORIDA 34474 r'48• WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 3 FLANGE WIDTH -UNIT A STANDARD WITH h"GLASS FLANGEE WIDTH 531" -UNIT B STANDARD WITH J'GLASS 610 PVC 37' MAX UNIT WIDTH SINGLE HUNG MAX UNIT WIDTH 3.CONFIGURATIONS:"O/X". 49• NON-IMPACT 4.DESIGN PRESSURE RATING: 3* GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS DLO GLASS TABLES ASTM E-1300-04.A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �01 INFILTRATION TEST PRESSURE AND GLASS TABLES + o / ASTM E-1300-04. 1 1 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED U) w w m 7 4" 774 344 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR ANCHOR z W FLANGE FLANGE GLASS OLD DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR O < Z HEIGHT O HEIGHT WOOD ANCHOR CALCULATIONS. � ? �_ B B I'� wN 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE > j �_ 20 SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z a 4a — / LU 72 MAX 76' C 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM C) U / HEIGHT MAXNIT SEALANT USED AT FIXED MEETING RAIL AND JAMB. o a w w HEIGHT 8 � z 0 6 8.SERIES/MODEL DESIGNATION SH-610. - U m Q Z C 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: 6 puurrrr X O X=OPERABLE SASH,O=FIXED SASH ,,,����p�pRElq: X .. 37• 6 1" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR a SF.,"Py+��� 4 MAX S H GLASS DLO LOCATION. No 58201 L�31 r jHEIGHT D G •k� �, _* 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM BOTH 7 ENDS. �90; STATE OF tit/` GLASS DLO E A C �CCSS.O R........ 7 s D Lucas A.Tumer '+.,; A%�,��` 2016-08-05 3 A 15:14-04:00 Z::L MAX.SASH WIDTH 46 8/5/2016 GLASS DLO LUCAS A.TURNER,P.E. 4 165' FL PE#58201 UNIT A MAX SASH WIDTH 1239 JABARA AVE. NORTH PORT,FL 3428E PH.941-380-1574 SHEET DESCRIPTION: UNIT B GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE IMPACT DRAWN Br DATE: GENERAL NOTES&ELEVATIONS.....1 SIZE REINFORCEMENT RATING RATING SJB 06/27/16 GLAZING DETAILS..............................2 SECTION VIEWS..................................3 53-1/8"x 76" 2115 +/-35 PSF NONE D CWS-1099 REV-, C EXTRUSIONS&B.O.M.........................4 37"x 72" 2009/2115 +/-35 PSF NONE ANCHOR SCHEDULE&NOTES..........5 SCALE: SHEET INSTALLATION DETAILS..................6-7 1:15 1 OF 7 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 VvvAq.CwS.CC --Z'DVERALL 7-OVERALL 7"OVERALL -Z'OVERALL a --a-ANNEALED TEMPERED — F--,%'ANNEALED --l'TEMPERED 610 PVC AIR SPACE SPACE 1-AIRSPACE_:�— AIRSPACE SINGLE HUNG AIR 2 NON-IMPACT 3'ANNEALED­j'ANNEALED TEMPERED m co in SIKAFLEX 552 OR 16 SIKAFLEX 552 OR SIKAFLEX 552 OR PURFECT GLAZE"Fr 26 SIKAFLEX 552 OR PURFECT GLAZE"W 26 PURFECTGLAZE'H' PURFECTGLAZE'H* C4 F- :P: spa 6 GLASS RITE E-GLASS BITE -5 GLASS BITE GLASS i3rrE Lu III SIKAFLEX SIKAFLEX JPURFEI FE' E* PoG S r z 0 zg w a cto a _n Lu cc to- K o w 1% in Hl w a ui I 1 19 :5 ZI a, GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D H 0 0 I I l'n I I '011US11j,", I-OVERALL gOREA,Ttrrr ANNEALED -a.AIRSPACE No 58201 "ANNEALED 26 SIKAFLEX 552 OR NOTE:GLASS TYPE E LIMITED PURFECTGLAZE*H* To 37"x 72"UNIT SIZE GLASS SITE 815/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FIL 34288 PR 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS TYPE E DRAWN Sr. DATE SJB 06127116 UWG_P REV,: cws_1099 c SCALE SHEET 2 OF 7 INTERIOR �y(lfle�)(S®��//�j 13 or 37 WINDOW SYSTEMS 1900 SW 44TH AVE. 2 14 4 9 2 OCALA,FLORIDA 34474 www.cws.cc O o C B 9 610 PVC o SINGLE HUNG o NON-IMPACT a0 1 � D D 9 v� � � B ❑ O O '- ❑ 9 8 30 3 10 03 Y Y SECTION B-B cl) W W m J cn NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o Z RIGHT SIDESHOWS SASH SECTION VIEW. N O W O N >. 70 1 O d 4 3 P � Q K F- II �I I wad < o 1 INTERIOR _ 'I WITHOUT 2115 REINFORCEMENT O 03 ¢ O 1 U 7 0 II JI SEE CHART PAGE 1 n D WITH 2115 REINFORCEMENT yl �1 I I U I I I I ��jG�`? �C NSF U�Q'L,7 SEE CHART PAGE 1 I I I I II I F�I() �N; No 58201 11 5 STATE OF ,Wz p eNA 1g��p 8/5/2016 1 LUCAS A.TURNER,P.E.76 40 SECTION D-D FL PE#58201 11 41 DEEP POCKET UNI-FRAME 1239 JABARA AVE. p0� 3 00 2 NORTH PHCRIP ON:1574 88 SHEET DESCRIPTION: 0 o SECTION VIEWS 0 0 SECTION A-A SECTION GC DRAWN BY: DATE: ALTERNATE HD MEETING RAIL NOTES: SJB 06/27/16 AND UNI-FRAME FIN FRAME AVAILABLE FOR BOTH UNI-FRAME DWG REV: AND STANDARD FRAME TYPES. 8B0 BALANCERS AND DEEP POCKET UNI-FRAME CWS-1099 C (H-6193)REQUIRED FOR LARGER SASHES.(NOT SCALE: SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 SHOWN IN SECTION B-B) 1:2 3 OF 7 ITEM PART DESCRIPTION MATERIAL VENDOR " i H-6125 HEAD,OUFERFRAME PVC ATN 3 7/16" 3112• y FRAME CORNER CONSTRUCTION 2 H- 125 1AMBS,OUTER PVC ATN ❑ 3 H^6126 SILL,OIFIERFRAME ME PVC ATN3 4 H-6136 SASHSIOERAIL PVC ATN I� 1 2 WINDQS44THAVE. 5 H-5136 SASH MEETING RAIL PVC ATN 21/16' 23/8 1900SW44THAVE. 6 H-6138 FIXED MEETINGRAIL ATN .—.i 1ry6• OCALA,FLORIDA 34474 PVC A� 39(16' p IL7.-.._J t/16" WWW.CWS.CC 7 N•5138 SASH TOP RAIL 3?!8° 8 S.6141 GLAZING BEAD PVC ATN o 9 S-6142 SASH STOP PVC ATN Ji p 3/4' CORNER WELD(ALL SIDES) 10 5-6143 SCREENADAPTOR pVC ATN I—v 4 11 P.5085 WSTP,QLONSULBVINYL �i. 13Ev: SINGLE HUNG AMESBURY 12 P-5086 WSTP,QLONBULgVINYt AME58URY NON-IMPACT 13 BALANCERS-CONSTANFFORC----- CALDWELL PVC FRAME HEAD&JAMB 14 P-5392 SASHTILTLATCH H-6125 PVC FRAME SILL INTERLOCK NYLON m m CALDWELL H-6126 S-2001 m 15 P-5393 PIVOT CARRIER NYLON CALDWELL N m 11! 15 P-5396 PIVOT am SS CALgWELI 5/16' B �318WJ 3/17 P-3515#8 x 5/8 PHIL FLAT WHI5M618 P-3515#8X5/8 PHi FLT tk Y Y19 P-3028 SETTING BLOCK RU88FRANK LOWS FIXED MEETING RAIL. SCREWED TOGETHER WITH u1 LU m 20 5-2001 INTERLOCK RAIL ALUM ASCEND PVC GLAZING BEAD OUTERFRAME 21 N-2115 REINF,HD FMR PVC SASH STOP 1:8 z -' Z ALUM ASCEND K S 6141 S-6142 PVC SCREEN ADAPTOR 0 22 5.5399 LOCKS TOP RAIL ALUM ASCENO S-6143 23 P-5388 LOCKS NYLON LAWRENCE 17116' W_ a h 24 P-5389 KEEPERS NYLON LAWRENCE [[[}}} 21(8'--{ 17116 {� 111/16" z = O W 25 P-5420 WEEP COVER NYLON M&M '1 j} (! 6 1 z a h. ��I I_- S ' - 7 N o a 26 HOTMEL7 .- - SILICONE TRUSEAL i 7(t6" - - ,7R6" it 1 w r-. 27 P-5425 WSTp_2nn X /g-, FTTOUCH FIN t L� 7� 1 7116" < U ULTRAFAB 1(i6" tA6• 1/16" 1/16' o o m 28 P-5425 WSTP,.200 X 518"X 5 8"DUST PLUG ULTRAFAS 4 ( z 0 29 P-5390 HOLE PLUG NYLON 30 GLASS SEE SHEET PVC SIDE RAIL PVC SASH BTM RAIL T m ¢ z 31 P-4638#8 X 2-1 2-1——1—[ek H-6132 H-6136 PVC SASH FMR PVC SASH TOP RAIL STEEL FASTENAL H-6137 H-6138 ``�a�i" OR2111" r 32 P-3218 SCREEN FRAME ALUM FLAS-BEEN T ty 1 33 P•4754 SCREEN CORNER KEY NYLON FLASCREEN 9116' r13t16•y ."•,�G:-•"�GENyG.Qti 34 P-3228 SCREENSPUNE II `r G,• Y oAPA -J� S-- ,� No 58201 35 P-3029 SCREEN LIFTS SUMMIT 1( 35 P-3033 SCREEN SPRINGS FLASCREEN _ 37 BALANCE.,-CON57AM'FORCE RT 880 1116 �33 ,`47 fi 38 H-6157 HD FIXED MEETING RAIL pVC VISION REINF.TOP RAIL O; STATE OF 39 H-6193 UNI-FRAME,880 BALANCERS PVC S 2009 'rr CR irjR1Q4+•`�C�`'• fr 40 5-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 4i 5.6217 UNI-FRAME SC BEEN RETAINER PVC VISION 37116' rrr��ttittlltt+ 1 13/16'— 1 zz raF: ,5„6'21N6• 0 8/5t2016 1116, 1 1/8" 2116" 38 LUCAS A.TURNER,P.E. FL PE If 58201 1/1639o� L�a atts 13J16' 1239JABARAAVE. PVC SILL POCKET INSERT tl NORTH PORT,FL 34288 S-6216 PVC HD FMR REINF.HO FMR PH.941-380-1574 H-6157 H-2115 r—__ffS.C`1-ION. 6005A-T5 PVC FRAME Vl D EXTRUSIONS H-6193 7/16" 8° DRAWN BY: DAIS: sJB 06/27/16 LINE ITEMS NOT USED: PVC SCREEN RETAINER DWG#: REV.: 25,29.30 NOTE:ALL EXTRUSIONS ARE ALUM.6063 T6 UNLESS OTHERWISE NOTED. S-6217 CW8-1099 C SCALE: SHEET 1:2 40F7 WINDOW SYSTEMS ANCHOR @ MIDSPAN 1900 SW 44TH AVE. 6'MAX.(TYP.) 4-MAX.(TYP.) 8'MAX.O.C.(TYP.) OCAI A,FLORIDA 34474 6'MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC 610 PVC SINGLE HUNG MAX.D.C. 6' NON-IMPACT (TYPE MAX.D.C. O (TYP.) O m Nto N co 2CD Q THROUGH FRAME o O MTG RAIL / ANCHORS REDD m } MTG RAIL ON WINDOW WIDTHS U) w w D] OVER3T z 3"(TYP.)_]— 3'(TYP.) 0 z 3-(TYP) > ❑ co of > X Z0 X INSTALLATION Z Oa a' ~ ANCHORS(TYP.) 4 g ❑ r � U w ¢ z o U m Q Z µNU1rq AN NO SSIILL ANCHORS RECIVRRENDGE) ANCHOR LAYOUT-(FIN) `Gay p3....... : No 58201 r �-a? a. O STATE OF ;Wz NOTES: O R(pP.:�,�?.- 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. pelf ......... .NA"ttallesi���o-`, 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/5/2016 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 3428E 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: SJB 06/27/16 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. DING#. REV_ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET 1:25 5 OF 7 FMA/AAMA 100 FIN WINDOWS FMA/AAMA 200 FLANGE WINDOWS FMAIWDMA 250 BOX WINDOWS FMA/AAMAIWDMA 300 EXTERIOR DOORS MIN.EMBEDMENT SUBSTRATE TYPICAL HEAD ANCHORAGE SEE TABLE 1 By OTHERS MIN.EDGE DIST. 114'MAX SHIM SEE TABLE I MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE I OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE I MIN.EDGE DIST. WWWCWS.CC SEE TABLE 1 PERIMETER SEALANT— MIN.EMBEDMENT BY IN SEE TABLE I INSTALLATION ANCHOR 610 PVC INSTALLER SEETABLE1 INSIDE AND OUT SINGLE HUNG SEALANTBEHIND MIN.EMBEDMENT MIN.FOG SEETA13L MIN.EMBEDMENT FLANGE BY INSTALLER SEE TABLE F-1❑ SEE TA13LE I NON-IMPACT 19'MAXSHIM F7 to ZZ PERIMETERSEALANT �2 F1 PFRI AETER SEALANT BY INSTALLER to Q BY NSTALLER --- INSIDE AND OUT � :, INSIDE AND OUT INSTALLATION ANCHOR m X X SEALANTBEHIND SEE TABLET - M FLANGE BY INSTALLER SEALANT BEHIND tu w INSTALLATION ANCHORtIJ - SEE TABLE I FIN BY INSTALLER Z z t-13 HORIZONTAL SECTION J'C X HORIZONTALSEanON 0 TYPICAL JAMB ANCHORAGE K 0) HEAD AND SILL SIMILAR FOR FIN INSTALLATION I �—ICAL TYPICAL ANCHORAGE CONTINUOUS DSL 1BEAD OF SEALANT 3_ 0 AROUND PERIMETER @ ALL INDICATED NOTE'ADDITIONAL THRU-FRAME ANCHORS(AS Z 0 , 9 p POINTS BETWEEN FRAME AND SUBSTRATE SHOWN IN DET.B16)REDD AT MTG RAIL FOR UNIT BY INSTALLER. WIDTHS X OVER 37,SEE SHEET 6 ANCHOR LAYOUT. m C.) ul < an w CL W SEALANTBE"'N 114*MAX SHIM 0 m < 0 FLANGE BY INSTALLER Omlv PERIMETER SEALANT .......... 0 F A),g'-. BYINSTALLER e'. INSIDE AND OUT No 58201 it SUBSTRATE BY OTHERS SEE TABLE I '.-Ot A VERTICAL SECTION TYPICAL SILL—ANCHORAGE �!P% STATE OF NO SILL ANCHORS REQUIRED A' OR 10 N IONA, L% TABLE i:APPROVED INSTALLATION FASTENERS �Q a �Z FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 815/2016 FLANGE CONCRETE(2.0 KS1 MIN.) 3/16"ITW TAPCON 1AW Q LUCAS A.TURNER,P.E. FLANGE HOLLOW OR GROUT-FILLED CMU(1 1T PCF MIN.) 3116-ITW TAPCON FL PE#58201 FLANGE CONCRETE(2.85 KSI MIN.) T/IFELCO ULTRACON PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER FLANGE GROUT-FILLED CMU(ASTMC-90) 3116'ELCOULTRACON —1114- 2 I—IT INSIDEANDOUT NORTH PORT,FL 34288 FLANGE 2X MIN.SOUTHERN PINE(G=O_55) 3116"ITW TAPCON D*\ HORIZONTALSEGTION - PH.941-380-1574 OR ELCO ULTRACON 1-318" 7/6' 6 BOX FRAME INSTALLATION s11—DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=O. 910 WOOD SCREW 7/8" INSTALLATION DETAILS FLANGE 16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR ITW FULL—THREAD — (33 KSI YIELD MIN) TENS SELF-DRILLING SCREW THRU 0.060" 7/16" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, ffPNWN—BY.- DA—TE. FLANGE #10 GRADE 5 SELF-TAPPING I --FULL UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:1/8"ALUM.(6063-T5 MIN.)OR THREAD — 118-STEEL(33 KSI MIN,) DRILLING SCREW THRU 0,126' 7116' SJB 06127116 -MIN.1W FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED NWG—#. REV- FIN2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CINS-1099 c NOTE:U NI-FRAME OPTIONS NOT SHOWN -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS KC—ALE — SHOWN FOR FLANGE WINDOWS. S1 C L— _ C(`E� a� Z �... 1 i�ry�c Plan;, - Itr'a ) , �En"iieednq °� \ 6272 Abbott 5tstion Dr. 2018137203 �SuiidEn2 } _ Unk 101 _e ri.-.FL 33542 ti,ode � ' �/1 � �N� � v AO•• Permit No. Parcel ID No m m r N NOTICE OF COMMENCEMENT CO x � State of FZd/7 CJJG. County of 4 t�C� �I M THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, M the following Information Is provided in this Notice of Commencement _ �{`/1 3 m 1. Description of Property: Parcel Identification No. d y.2 to- Q dG.?6 'd dUUU- A3a 6 000 ,?.3 f .0 4 4 .-�i �/� ��o�— t� Fc 33 r Ala_ Street Address: r« m 2. General Description of Improvemen ..!>T!Y[ 11TOQ< <[ C 0 z 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement: S�6ca �d rit P S/P/✓icens f C�[a�ka�(r\r,h c. �, c\E��I, (� C P_ 1,4 -f:.. ZIJ6? Address City State Interest In Property: Name of Fee Simple Titleholder. (If different from Owner listed above) Address / City State 4. Contractor. _�C/w4�� C 2%2 f`{i n 4 Name Address � � City State Contractors Telephone No.: �`.3 i��dL��3it 6ya- Oda -L(O 7 7 S. Surely: Name Address City State 00 y Amount of Bond: S Telephone No.: -e 6. Lender. C0 7c N o Name o� ��� , 'sa Address city State Lenders Telephone No,: 'vim lea 7. Persons within the State of Florida designated by the owner upon wham notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name A ,y' Address City State w Telephone Number of Designated Person: �� a�1 a •�� 8. In addition to himself,the owner designates of_ •�y' to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b),Florida Statutes. z Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the Q Z U LU contractor,but will be one year from the date of recording unless a different date Is specified): 07 W LL- U= LLI J WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT V AND CAN (7 2 W = J U RESULTRE ONNIYOUR PAYINGRED IMPROPER TWICE FOR IMPROVEMENTS CHAPTER YOUR PART PROPERTY SECTION NOTICE OF FLORIDA COMMENCEMENT MUST BE z U O J O 1-- RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECT! IF YOU INTEND TO OBTAIN FINANCING,CONSULT Q O O = Q N X d WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOR R ORDING YOUR NOTICE OF COMMENCEMENT. 0' U U ) - W;0) W Li- LWzrn 0 Under penalty of perjury,I declare that I have read the foregoing notice co en nt d that the facts stated therein are true to the best J of my knowledge and belief. 0 O � � Q STATE OF FLORIDA LL W U COUNTY OFPASCO O a W O Signetu f Owner or Lesse ,o Owne or Lessee's Authorized Of8cer/Director/Partner/Man air/ U O W l7 _.. 2UUZ Signatory's TitlelOtfice } U LI] p The foregoing Instrument was acknowledged before me this t O day of _,2dj,by Ec wrud C Zt9 P r-, no-Tt-, Ill-�a Z O J Q >- as (type of authority,e.g.,officer,trustee,attorney in fact)for W © LL = QO Z (name of party on behalf of who In�str mYentt s executed). ]� O U a Personally Known❑2a Produced Identification Notary Signature �� '� /< "�'� O 0 O 1 IrZ Type of Identification Produced J thO15rirsC- 512 NPrt g -,yr PIN Notary Pudic Stela of Florida Nancy J Brooks My ComrnL4ion GG 178530 �awo" Expirea0211d2022 wp d ata/bcs/no9cecommencementpc053048 DERS WALL PANELS (PLYWOOD) NAILING NOTE: PRo COMP CODE O B � SIZE SPAN STUDs I HEREBY CERTWY THAT I HAVE REVIEWED = 6" 12" SBAPSON SP7 FL10458 SUPPORTINb (2) 2"x4` 4'-4` 1 THIS PLAN AND FOUND IT TO BE IN NAIL 8d NAILS O.C. ® EDGES & O.C. IN SAN H10A FL10456 COMP. PANEL ROOF COMPLIANCE WITH ASCE 7-10&FBC 6TH • (2) 2'x6" 6'-4" 1 EDITION RESIDENTIAL&EXISTING FIELD. ROWS OF NAILS SHALL BE MIN. FROM +H2.5A FL104W _ PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP P110448 (2) 2"x8 B'-D" 1 ,i�I l (II l I�O BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED sB�SON LSr A FLIWn (2) 2 xlO" 9'-6" 2 �i PER MFG.'S SPECIFICATIONS. sa�PsoN 0516 FL1387z 4� •° ••• �' Oj (2) 2"x12" 11'—B" 2 •a S •• 12"WIDE TPO REINFORCED DBL HEADERS W/-" PLWD. SPACER, GLUED MEMBRANE FLASHING STRIP ALL CONNECTORS AND FASTENERS IN CONTACT DBL W IRS6d NAILS L0 24' O.C. (2 ROWS ♦ Q S o W/7REATED WOOD SHALL BE ZINC COATED NAIL / e ° a RUBBER MEMBRANE ROOFING OVER GALVANIZED STEEL OR SIMPSON 'ZMAX' STAGGERED) 5 S 3"POLYISO.FOAM INSULATION= • R17.4 J' • °(c 3"COMPOSITE PANEL ROOF=R-4 PER �1 •; S Q` .• ��.� INCH O,t�'• �f ORIO °• C�'�®,,,)}"CEILING DRYWALL PROFESSIO >�-I------i . ©N �` � l ATTACH ALUM.BEAM TO WOOD WALL FASTEN 3"COMP.PANELS TO TOP PLATE W/ "LAG 2X6 SUB7L W/1j"X1j"Xj"INTERNAL U CHANNEL ENGINEER OF RECORD EXISTING HOST SCREWS W/NEOPRENE WASHERS,1#"MIN. �� EMBEDMENT @ 8"O.C. FASTEN INTERNAL CHANNEL TO David W.Smith P.E. WALL W/1"ØX2"LAG SCREWS,1 PER 2 FLORIDA LICENSE NUMBER 53608 2"X4"WOOD STUDS @ 16"O.C. DBL.2"X4"WOOD TOP PLATE INCHES OF BEAM HEIGHT 3'X48"COMPOSITE ROOF PANELS, FASTEN SMB TO CHANNEL W/#10X*" Thomas L.Hanson P.E. FASTEN TO BEAM W #12X4"SMS W TEKS,HEIGHT SCREW PER INCH OF BEAM FLORIDA LICENSE NUMBER 38654 FINISHED W/1/2"DRYWALL 1" 0 NEOPRENE WASHERS @ 8"O.C. 4 Mark Ronald Dunn,Jr.P.E. ADD 2X4 STUD BLOCKING TO EACH SIDE OF WALL STUD AT BEAM FLORIDA LICENSE NUMBER 73968 ATTACHMENT Joel Falardeau P.E. WOOD STUD 4TH WALL DETAIL FLORIDA LICENSE NUMBER 70667 CARRIER BEAM TO WOOD WALL CONNECTION Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 4TH WALL MAY BE WOOD FRAME OR ALUMINUM, SEE ALUMINUM 4TH WALL DETAILS PAGE SP2 OR H2.5A 3" COMP. PANELS FASTEN PANELS TO TOP PLATE W//" LAG SCREWS NOTE: VINYL SIDING MUST BE INSTALLED FBC Plans&Engineering W/NEOPRENE WASHERS, 1j" MIN. EMBEDMENT 0 B" OVER A MINIMUM 7/16" Services,Inc. O.C. WOOD STRUCTURAL PANEL SHEATHING 6272 Abbott Station Drive Unit 101 DBL 2"1(4" TOP PLATE (ONLY NON—TREATED (PLYWOOD OR OSB) WITH AN APPROVED Zephyrhills,fl.33542 WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE WEATHER RESISTI-VE BARRIER PLACED Phone:(813)788-5314 IMPERVIOUS MOISTURE BARRIER) UNDER THE SIDING. Fax:1-(866)-824-7894 email:erb@fbcplans.com 2X4 CRIPPLES @ 16"O.C. DBL 2X HEADER WITH 1/2" PLYWD. SPACER Website:www.fbcplans.com OVER WINDOWS/DOORS. SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE C.O.A.-#29054 DBL 2X HDR.W/1/2"CDX PER TABLE INSTALL WINDOWS PER MANUF. WALL HT. EXCEEDS PANEL LENGTH INSTALLATION INSTRUCTIONS DRAWN BY: W.P. WALL PANELS (PLYWOOD) NAILING NOTE: 1/2" PLWD. OR fe OSB; NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. IN DATE: 7/31/18 SHEATHING SHALL OVERLAP BOTTOM AND FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM TOP PLATES. COVER WITH APPROVED REVISION: DATE: PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP WEATHER RESISTANT BARRIER SUCH AS A SIMPSON LSTA OR EQUIV.AT THIS POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S SPECIFICATIONS. RO 1 LOCATION LOCATI RO 2 2X4 JACK,SEE TABLE WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP RO 3 ATTACH JACK TO CONT.STUD W/16d TO BOTTOM PLATE (8'-0" OR LESS) SIMPSON STUD NAILS @ 24"O.C. VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND RO 4 2"X4" WOOD STUDS 0 16` O.C. EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER SIMPSON DSP OR MSTA STRAPS OR EQUIV.AT PANEL NAILING NOTE. W/R-13 MIN INSULATION EA.SIDE OF OPENING,CONNECTING 2X4 STUDS WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON PROJECT ADDRESS: TO EXIST.FLOOR FRAMING.APPLY PER MANUF. PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO STUD PLATE TIES ARE REQUIRED AT ALL STUDS. ED & LINDA CZUPRYNA SPECS JOISTS W/2 STAGGRD. ROWS OF 16d NAILS O 12" O.C. SP1 OR H4 3835 LAUREL VALLEY BLVD. MAJESTIC OAKS FLOOR JOIST Z-EPHYRHILLS, FL 33541 3/4 PT PLYWOOD R-13 MIN. INSULATION FRAMING FOR OPENINGS W' M1VMUNDER FLWR CONTRACTOR: WITH HEADER WOOD FLOOR FRAMING, SEE DECK ENGINEERING OWNER LP.T. 4X4 POSTS, SEE ENGINEERING FOR SPECIFIC CONNECTION DETAILS LIVING ROOM,BATH,& LAUNDRY ROOM ADDITION WALL SECTION WOOD WALL FRAMING &COMPOSITE ROOF S.M.B. DEP11 S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED "H" WALL "T" N" SIZE CAPACITY THIS PLAN AND FOU TO BE IN 4 .045' .O6" 2 3/8' BOLTS NUTS WASHERS 1.720 LBS COMPLIANC �{q�,tg /gjD FBC 6TH 5" .050" 6' 2 3/8' BOLTS NUTS WASHERS 2.550 LBS EDITION G t• VstNV6// 6' .050' .06" 3 3/8" BOLTS, NUTS, WASHERS 2550 LBS 17' .055" .O6" 3 3 8 BOLTS, NUTS WASHERS 3500 LBS �a moo•°••••••••'•• .O55" .O9" 3 3 8" BOLTS NUTS, WASHERS 36OO LBS • .055 .125 3 3 8 BOLTS NUTS WASHERS 4,500 LBS i :.06" 4 3 8' BOLTS N WASHERS 55OO LBS f.072 .O9" 4 3 8 BOLTS, NUTS WASHERS 7000 LBS t{ NO. .072 .125" 4 3 8 BOLTS NUTS WASHERSALUM.FLASHING INSTALLED UNDER .072 .O6 4 3 8' BOLTS NUTS WASHERS 7000 LBS .ODRIP EDGE OR FIRST ROW OF SHINGLES .072' .O9" 4 3/8' BOLTS NUTS WASHERS 8.900 LBS/ T__ 082 .125" 4 3/8" BOLTS NUTS WASHERS 9.500 LBS : • .092 25" 4 3/8" BOLTS NUTS WASHERS 11 i'k, ••• .� �� ��' NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER / Ss• °•'• �� �t4 BREAK FORM HEADER OR SITE SPECIFC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED RECEIVING CHANNEL #12 X 1/2"CORROSION RESISTANT ALL PURPOSE SCREW PROFESSIONAL ENGINEER SEAL David W.Smith P.E. 3'X48"COMPOSITE ROOF PANELS,FASTEN TO ENGINEER OF RECORD SOLID ROOF BEAM W/#12X4"SMS W/1 "Ø NEOPRENE WASHERS @ 8"O.C. FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 3'X48"COMPOSITE ROOF PANELS.FASTEN _= 1 CONNECTION W/(N) Mark Ronald Dunn,Jr. P.E. TO BEAM W/#12X4"SMS W/1 4"0 NEOPRENE 2X SMB J WASHERS @ 8"O.C. 3/8"THRU BOLTS,WASHERS&NUTS SIZE PER SITE CORROSION RESISTANT TYPICAL SPECIFIC DRAWING3/8"THRU FLORIDA LICENSE NUMBER:73968 EXISTING HOST STRUCTURE CONNECTION W ALUMINUM COLUMN LOCATED Joel Falardeau P.E. CORROSION RESISTANT TYPICALUTS PER CHART PER PLAN FLORIDA LICENSE NUMBER:70667 2X SMB BEAM PER PLAN Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 ALUM POST PER PLAN PATIO COVER NEW ROOF CONNECTION DETAIL TO EXISTING ALUMINUM POST&BEAM FBC Plans &Engineering Services,Inc. 6272 Abbott Station Drive Unit 1O1 Zephyrhills,fl.33542 11 GA.INTERAL ALUM.BASE Phone:(813)788-5314 WITH(2)1J"O THROUGH BOLTS, Fax:1-(866)-824-7894 PREDRILL VERT.FLANGES Website:www.fbcplans.com (6)a"0X3"LAG SCREWS FOR email:erb@fbcplans.com EXTERNAL BASE,(4)SCREWS TOP VIEW NOTE: ® FOR INTERNAL BASE (1)1/2"I LDT CONCRETE SCREW MINIMUM EMBEDMENT OF ANCHORS INTO DRAWN BY:WP ® WITH 2-3/4"EMBEDMENT CONCRETE FOOTING SHALL BE 2-3/4"AT ALL (MIN.EDGE DISTANCE 3") POST LOCATIONS.ALL SCREW LENGTHS AT DATE: 7/31/18 PER OUTER FLANGE S�rya POST CONNECTIONS SHALL BE OF SUFFICIENT REVISION: LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE WHEN A PAVER DECK IS PRESENT. RO 1 (2)3/8"f MACHINE BOLTS WITH WASHERS OR ALUM.SQUARE COLUMN/POST RO 2'\ /_(1)1/2"!3 LDT CONCRETE SCREW OR EQUIVALENT POST BASE WOOD FLOOR FRAMING (4)#14 X 3/4"SMS EACH SIDE 2"X 2"X 0.125"ANGLE EXTERNAL RO 3 DISTANCE 3") FOR INTERL FASTENING(4)3/8'ø RO 4 WITH 2-3/4"EMBEDMENT OPTION#2: (MIN.ED PER OUTER FLANGE CONCRETE SCREW WITH 2-3/4"EMBEDMENT PROJECT ADDRESS: ALUMINUM 4TH WALL BEAM CONNECTION DETAILS, (MIN.EDGE DISTANCE 3"AND MIN.SPACING 2") ED & LINDA CZUPRYNA MAJESTIC OAKS 3835 LAUREL VALLEY BLVD. ZEPHYRHILLS, FL 33541 �• t t r .4' CONTRACTOR: FRONT VIEW OWNER 3x3 POST CONNECTION TO CONCRETE ALUM. 4TH WALL NEW COMPOSITE ROOF COVERED PATIO I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TT�OQB�E IN COMPLIANC EDITION Rf le81'I�JL �IGFBC 6TH t?ELTO Sd�OI NEW PRE-ENGR.TRUSS �,,`0�,�� �C,•••• •••• '�� ALUM.FLASHING INSTALLED UNDER ♦ • • DRIP EDGE OR FIRST ROW OF SHINGLES BREAK FORM HEADER OR ' • • RECEIVING CHANNEL .+ • • • #12X1/2'SMS AT EACH RISER :• A. �jQ,•• 0 BEEARRIINGG WALL SIZE ERS S PAN STUDS PRDDl1Ci APPROIf�L CODE cawtr .,....�••'' �� w`"� PAN ROOF SUPPORTING 2 2'x6' 6'-4' 1 SIMPSON H1N H 0 A FL10468 (J FLto48a (2) 2'x8 8'—O' 1 @6PSDN H2.5T FLi0446 SIMPSON DWfPH FL10456 PROFESSIONAL ENGINEER SEAL (2) 2 xlO' 9'-6' 2 SIMPSON LSIWlaS1 FL13872 (2) 2'x12" 11'-8' 2 suPsott 0515 11.13872 ENGINEER OF RECORD DBL HEADERS W/}' PLWD. SPACER, GLUED & ALL CONNECTORS AND FASTENERS IN CONTACT David W.Smith P.E. NAILED W/16d NAILS 0 24' O.C. (2 ROWS W/TREATED WOOD SHALL BE ZINC COATED ATTACH PANS TO HEADER CHANNEL W/ STAGGERED) GALVANIZED STEEL OR SIMPSON 'ZMAX ' FLORIDA LICENSE NUMBER 53608 (4)#12X1/2"SMS PER PAN Thomas L.Hanson P.E. FLORIDA LICENSE NUMBER 38654 FASTEN HEADER.CHANNEL TO FASCIA W/*"X2}"LAG SCREWS @ 24"O.C.,2 Mark Ronald Dunn,Jr.P.E. ROWS STAGGERED.STRIP SEALANT FLORIDA LICENSE NUMBER:73968 BETWN.FASCIA&REC.CHANNEL WALL PANELS (PLYWOOD) NAILING NOTE: Joel Falardeau P.E. BEDROOM STORAGE SHED FLORIDA LICENSE NUMBER 70667 NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE 3." MIN. FROM Erik Stuart P.E. PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP FLORIDA LICENSE NUMBER:77605 BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED ROOF PANEL TO FASCIA CONNECTION DETAILS PER MFG.'S SPECIFICATIONS. FASTEN ALUM.RISER PAN ROOF TO TOP PLATE WITH#12 SMS WITH NEOPRENE WASHERS,4 PER PAN @ ENDS AND 8"O.C.AT RAKE WITH 1-1/2"EMBEDMENT FBC Plans&Engineering Services,Inc. DBL 2"X4"TOP PLATE(ONLY NON-TREATED WOOD IN 6272 Abbott Station Drive Unit 101 2X4 DOUBLE TOP PLATE CONTACT W/ALUM.ROOF OR PROVIDE IMPERVIOUS SP2 OR H2.5A Zephyrhills,fl.33542 MOISTURE BARRIER) Phone:(813)788-5314 DBL.2X HEADER WITH 1/2"PLYWD.SPACER Fax:1-(866)-824-7894 OVER DOOR.SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE email:erb@tbcplans.com 2X4 CRIPPLE STUDS @ 16'O.C WALL HT.EXCEEDS PANEL LENGTH Website:www.tbcplans.com METAL FLASHING OVER DOOR OPENINGS-'-- ' C.O.A.-#29054 fb OSB SHEATHING OR J4" DBL 2X HEADERPER CHART INSTALL DOOR FOLLOWING MANUF.INSTALLATION PLYWOOD,SEE NAILING NOTE W/1/2"CDX PLYWOOD SPACER 1/2"CDX PLYWOOD OR 316"OSB INSTRUCTIONS DRAWN BY: W.P. SHEATHING SIMPSON LSTA OR EQUIV. DATE: 7/31/18 2X4 WALL STUDS @ 16"o.c. VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP REVISION: DATE: TO BOTTOM PLATE(8'-0"OR LESS)SIMPSON STUD 12X4 FULL- 60"X80"DOOR SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES(SEE - PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND LENGTH/KING STUD NAILING NOTE).COVER WITH AN APPROVED WEATHER EACH SIDE OF OPENINGS,AND SHEATHING IS NAILED PER RO 1 INSTALL NS R IN INSTALLATIONRESISTANT NINc PER MANUF.NST A BARRIER SUCH AS POLYETHYLENE HOUSE WRAP PANEL NAILING NOTE. 2X4 JACK STUDRO 2 INSTRUCTIONS PER MFG'S SPECS. WHEN SHEATHING PANELS ARE NOT CONTINUOUS,SIMPSON RO 3 ATTACH JACK TO CONT. STUD W/12d NAILS @ 2"X4"SPRUCE STUDS @16"O.C. STUD PLATE TIES ARE REQUIRED AT ALL STUDS. 24"0.C. RO4 SIMPSON SP1/SP2 OR EQUIV. AT TOP&BOTTOM OF STUDS,TYP. 2X4 P.T.BASE PLATE PROJECT ADDRESS: 1/20 WEDGE ANCHORS W/STANDARD WASHERS,12"FROM ED & LINDA CZUPRYNA CORNERS,6"FROM OPENINGS AND 24"O.C.WITH 4"MIN. 4"CONCRETE SLAB PER SECTION A OF GENERAL 3835 LAUREL VALLEY BLVD. EMBEDMENT AND 1-3/4"MIN.EDGE DISTANCE TYP. SPl NOTES MAJESTIC OAKS UIV. ZEPHYRHILLS, FL 33541 SIMPSON DSP OR EQ @ STUDS TO BASE PLATE '-�,� - 2X4 P.T.BASE PLATE FASTENED W/}"O GRADE CONTRACTOR:+: WEDGE ANCHORS W/STANDARD OWNER WASHERS,12"FROM CORNERS,6' 04 EXISTING SLAB FROM OPENINGS AND 24"O.C '+' W/4'MIN.EMBEDMENT TYP. #5 DOWEL @ 48"O.C.MAX. 6"EMBEDMENT INTO WALL FRAMING FOR 2#5 REBAR Co NT. j, NEW SLAB&4"MIN.INTO EXISTING SLAB DOOR OPENING ON 3"HIGH CHAIRS 12" WALL SECTION WOOD FRAMED SHED PAN ROOF I HEREBY CERTIFY THAT I HAVE REVIEWED 1111 THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 6TH EDITION R SjD }I4I�Bt>i!I!}SJ7l PRE-ENGINEERED GAMBREL ROOF `` N `� EL7p TRUSSES WITH SHINGLES TO MATCH MOVE EXISTING `` �Q••.......•.. EXISTING PARK MODEL R F 3"X12"X.02 , FL PROPANE TANKS TO J ■ C+E N /1 !4I00F 2840E e " � = rn I E E 12"WX12 D • EGRESS -------30X80 FOOTING nn c0 I CCRETE SLAB WON R ISER PAN NEW BEDROOM /���d E0�` � ON WOOD DECK = y ROOF PRE-ENGR. �I PROFESSIONAL ENGINEER SEAL ----------------- ROOF TRUSSES N 0 1 -0" 12•-O" NEW CONCRETE 0 = CL. ENGINEER OF RECORD WD. FLOOR FRAMING 8`V t° Pro E David W.Smith P.E. REAR ELEVATION 48X16 II] ENLARGE EXIST. REMOVE EXISTING ISO. FOOTINGS, SEE - . FIXED GLASS PPJI ROOMFLORIDA LICENSE NUMBER:53608 _______ --_ IIENTERIOR END WALL ADD jI OF PARK MODEL Thomas L. Hanson P.E. 0 BATH JCAB EXISTING ELEC. FLORIDA LICENSE NUMBER:38654 1 PANEL Mark Ronald Dunn,Jr. P.E. = FLORIDA LICENSE NUMBER:73968 0 �j EX. BATH Joel Falardeau P.E. c0 = FLORIDA LICENSE NUMBER:70667 m m I xo NEW EXISTING PARK I Erik Stuart P.E. I MODEL NEW COMPOSITE FLORIDA LICENSE NUMBER:77605 b, io PANEL ROOF I THIS SIDE 3X3 ALUM. MOIDEL G PARK _ ______ _________ POST 2"X4" STUDS ® 16 12'-0" REPLACE EXISTING t0 Q I M FBC Plans&Engineering SCREEN ROOM WITH X 3; DINING Services,Inc. O.C. FINISHED WITH 2X4 STUD WALLS O =I EXIST. CONCRETE SLAB �O H I A/ 6272 Abbott Station Drive Unit 101 VINYL SIDING 'd'i Zephyrhills,fl.33542 48X36m 18X3 FRONT ELEVATION Phone:(813)788-5314 SCALE 1/8"- 1'-0" / email erb@fbcplanscom / Website:www.fbcplans.com m i C.O.A.-#29054 DRAWN BY: W.P. KITCHEN X DATE: 7/31/18 w EX. OPEN 3X48'X.024" COMPOSITE PANEL ROOF, NEW 3"X48"X.024" COMPOSITE PATIO & REVISION: DATE: 3"X12"X.024" PAN ROOF, FL PANEL ROOF, FL 2291 OR CONCRETE 22840 OR EQUIV. SHED FL 2291 OR EQUN. W/RUBBER EQUN. ON EXISTING PATIO RO 1 ONLY MEMBRANE OVER 3' POLYISO. FOAM INSULATION ON ROOM ADDITION RO 2 .............. .............. .............. .............. .............. ............... .............. FLOOR PLAN RO 3 sr.,e 1 8 - 1 R0 4 PROPOSED ROOM ADDITIONS ON WOOD DECK; SHED ON NEW CONCRETE PROJECT ADDRESS: 1•.I i ED & LINDA CZUPRYNA � 3835 LAUREL VALLEY BLVD. COMPOSITE PANELS R-12 3" POLYISO. FOAM INSULATION AND RUBBER MAJESTIC OAKS MEMBRANE = R-17.4 ZEPHYRHILLS, FL 33541 TOTAL = R-30 EX. OPEN PATIO ALL WINDOWS: INSULATED VINYL FRAME, LOW ------- ------------ ----------- --------- -- --------- -- CONTRACTOR: ------------------ -------------------- -------- - - -----------_= 7`-6" 4'-6" 6'-0" 16' " 10'-6" E GLASS OWNER NEW SHED ® TEMPERED WINDOWS (WITHIN 24 & 45'-O" " CONCRETE EXIST. CONCRETE SLAB OF DOOR) SLAB SIDE ELEVATION SCALE 1/8"- 1'-0" PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TOgBBE�IN DOUBLE2X4TOPPLAT7 ' COMILLON NCEIWf 6T HEADERS SPAN JACK PRODUCT APPROVAL CODE CHART !� e l-T o N 1, DOUBLE SIMPSON LSTA OR EQUN. SIMPSON SP2 OR EQUN. 0 BEARING WALL SIZE 'W' STUDS ••Ne••• ' 2 2"x4' 4'-4' 1 SWPSON SP1i2 FL1045E , J\ .``�C E►�$ ••• / SMOSON H10A FL1O456 : �• �• DOUBLE 2X4 MINIMUM 2X4 CRIPPLE STUDS @ 16'O.C (2) 2x6" 6'-4" 1 $D4PSON H2.5A FL10488 WOOD HEADER ( ) 8'-0' 1 SMPSON H2.5T 810446 4 2 2x8' • • (2) 2x10" 9'-6" 2 S$PSON LST FL13872 * 0. • • (2) 2x12' 11'-6" 2 S*' 'CSte X13872 TE O DBL HEADERS W " PLWD. SPACER, GLUED & i �. •�Z��` INSTALL WINDOW IN OPENING PER ALL CONNECTORS AND FASTENERS IN CONTACT 2X4 JACK STUD MANUF.INSTALLATION INSTRUCTIONS NAILED W/16d NAILS 0 24" O.C. (2 ROWS W/TREATED WOOD SHALL BE ZINC COATED ,c •• •• STAGGERED GALVANIZED STEEL OR SIMPSON 'ZMAX' �p,/�" •• e G y® ATTACH JACK TO CONT.STUD W/12d NAILS @ 24'O.C. PLYWOOD OR OSB SHEATHING, SEE NAILING NOTE PROFESSIONAL ENGINEER SEAL 2X4 CRIPPLE STUD S @ 16"O.C. ENGINEER OF RECORD SIMPSON SP1 OR EQUN. David W.Smith P.E. AT TOP&BOTTOM OF STUD,TYP. FLORIDA LICENSE NUMBER:53608 Thomas L.Hanson P.E. WOOD FLOOR FRAMING 2X4 BASE PLATE 30# FELT AND ASPHALT SHINGLES FLORIDA LICENSE NUMBER:38654 SIMPSON LSTA OR EQUIV.STRAPS AT EA.SIDE OF X2" PLYWOOD SHEATHING NAILED W/Sd GALVANIZED RS Mark Ronald Dunn,Jr.P.E. WALL FRAMING FOR OPENING,CONNECTING 2X STUDS TO FLOOR FRAMING. NAILS' 0 6" O.C. IN ALL AREAS. JOIN SHEETS W/)Z' FLORIDA LICENSE NUMBER:73968 PRE-MANUF./ENGINEERED WINDOW OPENINGS APPLY PER MANUF.SPECS GAMBREL ROOF TRUSSES O STEEL PLYCUPS. ADD 2X4 BLOCKING WHERE PLYCUPS 24" O.C. TO MATCH CANNOT BE USED Joel Falardeau P.E. EXISTING ROOF FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. SIMPSON H2.5A OR EQUN. 0 TRUSS TO WALL CONNECTIONS, FLORIDA LICENSE NUMBER:77605 TYP. INSTALLED PER R-30 ROOF INSULATION MANUFACTURER'S SPECS. .024' METAL OR ALUMINUM DOUBLE 2X4 TOP PLATE DRIP EAVE SP2 OR H2.5A FBC Plans&Engineering PRE-FINISHED FASCIA OVER Services,Inc. 2X4 SUB FASCIA 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 DBL 2X HEADER WITH 1/2" PLYWD. SPAC WALL PANELS (PLYWOOD) NAILING NOTE: OVER WINDOWS/DOORS. SEE HEADER TABLET_2X BLOCKING FOR PANEL SPLICE WHERE Phone:(813)788-5314 894 NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. IN WALL HT. EXCEEDS PANEL LENGTH email:1 erb@tbcplans.com bcpla s.c INSTALL WINDOWS PER MANUF. erb@tbcplans.com FIELD. ROWS OF NAILS SHALL BE " MIN. FROM INSTALLATION INSTRUCTIONS Website:www.tbcplans.com C.O.A.-#29054 PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP 1/2" PLWD. OR (e" OSB; BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED SHEATHING SHALL OVERLAP BOTTOM AND DRAWN BY: W.P. PER MFG.'S SPECIFICATIONS. TOP PLATES. COVER WITH APPROVED WEATHER RESISTANT BARRIER SUCH AS A DATE: 7/31/18 NOTE: VINYL SIDING MUST BE INSTALLED POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. OVER A MINIMUM 7/16' WOOD STRUCTURAL PANEL SHEATHING REVISION: DATE: (PLYWOOD OR OSB) WITH AN APPROVED WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP WEATHER RESISTIVE BARRIER PLACED TO BOTTOM PLATE (8'-O" OR LESS) SIMPSON STUD RO 1 UNDER THE SIDING. VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND RO 2 2"X4" WOOD STUDS 0 16' O.C. EACHpPANEL O NOTE.SIDE OF OPENINGS, AND SHEATHING IS NAILED PER RO 3 ALL TEMPORARY AND PERMANENT BRACING W/R-13 MIN INSULATION INFORMATION FOR THE ENGINEERED ROOF WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON RO 4 TRUSSES SHALL BE FURNISHED BY THE TRUSS PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO STUD PLATE TIES ARE REQUIRED AT ALL STUDS. MANUFACTURER JOISTS W/2 STAGGRD. ROWS OF 16d NAILS 0 12" D.C. SP1 OR H4 PROJECT ADDRESS: ALL TRUSS TO TRUSS CONNECTIONS SHALL BE FURNISHED BY THE TRUSS MANUFACTURER ED & LINDA CZUPRYNA 3/4 PT PLYWOOD R-13 MIN. INSULATION UNDER FLOOR 3835 LAUREL VALLEY BLVD. MAJESTIC OAKS ZEPHYRHILLS, FL 33541 WOOD FLOOR FRAMING & ISOLATED FOOTINGS, P.T. 4X4 POSTS, SEE ENGINEERING FOR SPECIFIC SEE DECK ENGINEERING CONNECTION DETAILS CONTRACTOR: OWNER I I I I WALL SECTION BEDROOM ADDITION I 1 WOOD WALL FRAMING WITH TRUSS ROOF PRODUCT APPROVAL CODE CW1RT I HEREBY CERTIFY THAT I HAVE REVIEWED JOIST SPAN (W) GIRDER SPAN (S) WISO uRN THIS LIANC j SIMPSON ABA LPC PC -FLii06 EDITION C EDITION ' SD/PSON H5 CLY'-FL10458 O, •�•• ••.�. 6'_°• FASTEN FLOOR JOISTS TO DBL PT 2x6 9 MAX (2) PT 2X6 8 MAX 4 0 2X6 GIRDERS PERIMETER JOISTS W/SIMPSONN w JOIST HANGERS-FL10E5B �� �; E N$ • / PT 2x8 12' MAX (2) PT 2X8 10 MAX I UIC,�HA —FL11100 ♦ �, SEE SPAN CHART HGUS HANGERS OR EQUIV PT 2x10 14' MAX 2 PT 2X10 12' MAX sn HODS JOST wViBFRS- FL11486 .� '' -_ -_ • _ i FREESTANDING DECK - DO NOT - ALL CONNECTORS AND FASTENERS IN CONTACT - -- -I ATTACH JOISTS TO EXISTING HOME W/TREATED WOOD SHALL BE ZINC COATED . 7E • FASTEN FLOOR JOISTS TO DBEL -� J GALVANIZED STEEL OR SIMPSON 'ZMAX' • ��/f P�s�rr��.(V ••er••�« �v �� GIRDERS W/SIMPSON H5 � '�� , � • � PROFESSIO AE 4I %k O W XN ENGINEER OF RECORD DOUBLE PERIMETER JOISTS Cl) David W.Smith P.E. FASTEN FLOOR JOISTS FLORIDA LICENSE NUMBER:53608 T & G PLYWOOD SUBFLOOR (FOR FASTEN FLOOR JOISTS TO TO GIRDERS r--- r --, r -, RM. ADDITIONS) GLUE AND SCREW TO __ i DBL 2X6 PERIMETER JOISTS W/SIMPSON H5 Thomas L.Hanson P.E. _ _ JOISTS W/#10X2' 6" O.C. O EDGES, - W/SIMPSON HGUS HANGERS i 12" O.C. IN FIELD FLORIDA LICENSE NUMBER:38654 iv L_ L ___ - 1 NCONNECT Iji OR EQUNR DBL 2X6 TO 2X6 JOIST FASTEN FLOOR JOISTS TO DBL Mark Ronald Dunn,Jr.P.E. DBL 2X6 GIRDERS 4"X4" P.T. _ 2X PERIMETER JOISTS 0 WD. POST P.T. POST WITH (2) 0 W/SIMPSON HGUS HANGERS OR FLORIDA LICENSE NUMBER:73968 THROUGH BOLTS, NUTS & EQUIV WASHERS = Joel Falardeau P.E. 4'X4' P.T. _ CONNECT DBL GIRDER TO P.T. WD. POST N FLORIDA LICENSE NUMBER:70667 POST WITH 2 3/8'0-THRU TYPICAL FLOOR JOIST/GIRDER LAYOUT BOLTS, NUTS & WASHERSErik Stuart P.E. SIMPSON ABU44 DECK MAY BE CONSTRUCTED WITH DROPPED GIRDER FLORIDA LICENSE NUMBER:77605 GIRDERS RUNNING PARALLEL OR PERPENDICULAR TO EXISTING HOME RADE 4"X4" P.T. SIMPSON ABU44 I.. •; �.,?� 1 WD. POST OR EQUIV. W/1/2' WEDGE ANCHOR ., 3" IMBEDMENT (20001 UPLIFT) I;. ..=;Y 3000 PSI CONCRETE ISOLATED I, . . �FOOTING W/(4) #4 REBAR, EACH FBC Plans&Engineering d 0`d: WAY, 6" APART. PLACED 4'-6" FROM •::+' BOTTOM OF FOOTER L='' _J Services,Inc. 6272 Abbott Station Drive Unit 101 POST CONNECTION TO CONCRETE SLAB 20" zephyrhilis,fl.33542 Phone: PICKETS SHALL NOT ALLOW POST CONNECTION TO FOOTING (813)788-53144 Fax:1 1-(8666)-)--(882 47894 A 40 SPHERE TO PASS. email:erb@fbcplans.com TRIANGULAR OPNG. sHALL 4X4 P.T. POST CONNECTIONS Webslte:www.ibcplans.com C.O.A.-#29054 = NOT ALLOW A 6"0 SPHERE TO P . DRAWN BY: W.P. DATE: 7/31/18 2X2 ALUM. NEWEL POST z REVISION: DATE:==J N ... I PT (3) 2x12 STAIR STRINGERS 2X2 ALUM. HANDRAIL FASTEN TO DBL 2X PERIMETER JOIST ? PER FBC SIXTH EDITION SECTION POST RO 1 W/SIMPSON #LU210 OR EQUN. PER 311.7.8, 4 OR MORE RISERS I I ",/IMFGRS SPECIFICATIONS REQUIRES A HANDRAIL I I '-0 RO 2 1 M M 2X TREADS FASTENED TO STRINGERS W/(4) PICKETS SHALL NOT ALLOW A RO 3 16d NAILS 0 EA CONNECTION POINT 40 SPHERE TO PASS. RO 4 TOP/BOTTOM RAILS TO POSTS W/ 4" 2500 PSI CONCRETE SLAB III 1 1/2"xl 1/2' x3/16" ANGLE FBC SIXTH EDITION SECTION 311.7.5 W/ (2) EA FLANGE #10x3/4' TEKS PROJECT ADDRESS: STAIR TREADS AND RISERS: CZUPRYNA RISER HEIGHT = 7 3/4' MAX. 3835 LAUREL VA ED & LINDA BLVD. HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT MAJESTIC OAKS EXCEED �' ZEPHYRHILLS, FL 33541 TREAD DEPTH = 10' MIN. NOT INCLUDING NOSING) PRE-MANUF. WELD 2'X PERIMETER JOIST A NOSING NOT LESS THAN'' & NOT MORE THAN 11" BASE, ATTACH PER MANU / CONTRACTOR: SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. SPECS. OR (4) i'øX2" EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE LAG SCREWS FOR WOOD OWNER TREAD DEPTH IS A MINIMUM OF 11' DECKS WOOD STEPS & HANDRAIL DETAILS ALUMINUM POST & RAILING TO DECK CONNECTION WOOD DECK 12'-0" 12'-0" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND T`TO BE IN (2) 30X42 ED COMPLIANCE (/ I C6 H CASEMENT NEW SHED & " %�`. NEW BEDROOM ON ����;\ •' •'°••`�'p9�F�' CONCRETE SLAB 2'-6 2'-6" WOOD DECK TRUSSES 12WX12D - PR. 30X80 No. * MONOLITHIC FOOTING r --------------- EGRESS ((� -o ST N- I I 1f1111'I I o PROFESSIONAL ENGINEER SEAL L--- -------- WH r ENGINEER OF RECORD DRYER VENT David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 0 o ® CL. Thomas L. Hanson P.E. °0 FLORIDA LICENSE NUMBER 38654 48X16 •1 2X4 STUD FIXED GLASS- . j7 .—.._.. 4TH WALL . Mark Ronald Dunn,Jr. P.E. REMOVE EXISTING FLORIDA LICENSE NUMBER:73968 -------- ENLARGE EXIST. ------- --_ ---- 4. . EXTERIOR END WALL-- OF PARK MODEL Joel Falardeau P.E. ------------=- LAUNDRY ROOM __ GF I FLORIDA LICENSE NUMBER:70667 FTN O Erik Stuart P.E. _--- - EXISTING ELEC. PANEL o U FIARIDA LICENSE NUMBER:77605 z4 EX. IA RY 32" FBC Plans &Engineering o EX. BATH REMODELED Services,Inc. —0 3 io FOR MASTER BATH O 6272 Abbott Station Drive Unit 1O1 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866-824-7894 email:erb@lfbcplans.com I Website:www.fbcplans.com C.O.A.-#29054 x DRAWN BY: W.P. CD j O I DATE: 7/31/18 I REVISION: DATE: NEW L.R. I R01 R02 io 2X6 SMB I EXISTING PARK MODEL RO 3 ® SMOKE DETECTOR 4TH WALL RO 4 3X3 ALUM. POST 110 V. OUTLET OR OPT. 2X4 STUD PROJECT ADDRESS: SUPPLY DIFFUSER \ WALL ED & LINDA CZUPRYNA RETURN AIR I 3835 LAUREL VALLEY BLVD. MAJESTIC OAKS DINING ZEPHYRHILLS, FL 33541 x \ o \'\ INA J\ CONTRACTOR: I OWNER I ENLARGED FLOOR PLAN W/ELECTRIC & MECH. 48X36 1 KITCHEN SCALE: 1/4" = 1'-0" ENLARGED PLAN HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT!HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X S.SCREENING MATERIAL SHALL BE 18X14X0.013 OR 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 FBC 6TH 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITION REIIQF.trT & G PSI MINIMUM. PROVIDED WITH GREATER THAN 70ILOT HOLES HAVING A DIAMETER NOT & EMERGENCY ESCAPE&RESCUE PER ENT OF THE HREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTORING&BUILDING ER FEC R310.1 OFFICIAL 1 `, 1{{11 O ,41 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 0` ��• 'e4" 7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR ♦ � e �\C Ns e 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 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 CIRCUMSTANCES BY DRIVING WITH A HAMMER. ISi IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL AB ROO CARPORT OR LESS THAN R 3O'AND L THAT NSID EXITS AS DIRECTLY UTSID OUTSIDE ARE Q 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S STILL MAINTAINED.A SCREEN ROOM SHALL BE CONSIDERED OUTSIDE. ) _ r 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE WASNON-HABITABLE LOCATED, SUNROOMS AS OR NEWH EXIT DOOR BLE IS LIVING SPACE MAY MEETSB ADDED WHERE EN EXIT OF HUDDOOR 8 • o, REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY • 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO WAS AS LONG AS A EXIT IS ADDED AND THE REQUIREMENTS HUD . •� # 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE 3280.105 Tgrprf.�d1 . e BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. • it P �'!(� 7.-SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. e.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR ��ee, RIO se• 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ROOM ADDITIONS ON WOOD DECK•SHED ON NEW CONCRETE I 4... I' `a FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES �`r �?1VA L SN�'�`��� OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,ORI��, AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. DESIGN DATA: rr PROFESSION NGINEER SEAL 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH E AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS NOMINAL DESIGN WIND SPEED Vasd: 110 MPH WATER REDUCING AGENT-ASTM C 494. G-185. 2. RISK CATEGORY: II ENGINEER OF RECORD CLEAN POTABLE WATER 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 3. WIND EXPOSURE: B David W.Smith P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 4. WIND LOADS: COMPONENT&CLADDING PRESSURES: 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. SOLID ROOF(MWFRS): 23 PSF FLORIDA LICENSE NUMBER:53608 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN INTERNAL PRESSURE COEFFICIENT: +/-0.18 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: Thomas L. Hanson P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ROOF ZONE 1: 8.9/,-21.8 PSF, ZONE 3: 8.9/-55.0 PSF ASTM E 119 FLORIDA LICENSE NUMBER:38654 RECOMMENDATIONS. WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 5. FOUNDATIONS:EXISTING 4"CONCRETE SLAB,PER SECTION'A'OF GENERAL NOTES Mark Ronald Dunn,Jr. P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE SPALLING OR OTHER DETERIORATION. ASTM C94 PROPOSED STRUCTURE FLORIDA LICENSE NUMBER:73968 ASTM C150 NEW WOOD DECK FRAMING AND NEW CONCRETE SLAB AND FOOTER ASTM C33 Joel Falardeau P.E. B.MASONRY: ASTM C260 PER'SECTION A'OF GENERAL NOTES. i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 6. SOLID ROOF TYPE: 3"X48"COMPOSITE PANEL ROOF,FL 2291 OR EQ. FLORIDA LICENSE NUMBER 70667 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 3"X12"X.024 ALUM.PANS,FL 22840 OR EQUIV.SHED ONLY Erik Stuart P.E. TYPE M OR S MORTAR. ASTM A185 { 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:77605 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED ALL WORK L COMPLY WITH PREVAt NG TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT R�p� t C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. CAM FLOR DAWALDLNG CODE, FBC Plans&Engineering 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS ^,,A, GhiC CODE+ MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM-SIMILAR NATIVE ZEPHYRHILLS Services,Inc. MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED AND THE CITY OF 6272 Abbott Station Drive Unit 101 4.CONT--CONTINUOUS HOLLOW SECTIONS 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OFORDINANCES Zephyrhills,fl.33542 0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.044" Phone:(813)788-5314 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Fax:1-(866)-824-7894 WebSPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2 x 3:--------------------------------------2"x 3"x 0.070" f C email: e:www.fficplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING email:erb@fbcplans.com CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------Z"x 4"x 0.050" ^� FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN " 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:_____________________________________2 x 5"x 0.050" MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN vR 4% LS DRAWN BY: W.P. INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD �/ EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS ' y DATE: 7/31/18 CONDITIONS � `� ��(eINER ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"X 0.040" Qj„�►NS�-"' REVISION: DATE: 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. RO 1 SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS RO 2 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 2 Snap:---------------------------------2"x 2"x 0.045" USING#12 SPACING MAYBE 24"ON CENTER S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: 2"x 3"x 0.050" RO 3 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 4 Snap:--------------------------------2"x 4"x 0.045" SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING x "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND ENGINEERING PRACTICES. RO 4 SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACID SO IT Is H.MISCELLANEOUS: SELF MATING (SMB) PROJECT ADDRESS: VISIBLE WHEN PANEL IS INSTALLED. D.FASTENERS: L ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" ED & LINDA CZUPRYNA 300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:--------------------- 2"x 6"x 0.050"x 0.120" 3835 LAUREL VALLEY BLVD. MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" MAJESTIC OAKS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ZEPHYRHILLS, FL 33541 WITH ACQ PRESSURE TREATED WOOD. 2 x 8 SMB: 2"x 8"x 0.072"x 0.224" ON THE MANUFACTURED HOME. 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITHSTANDARD FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:-------------------- 2"x 9"x 0.072"x 0.224" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB: 2"x 10"x 0.092"x 0.374" CONTRACTOR: TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. OWNER 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 4.IF PAYERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. NOTES