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Home My WebLink About19-21807 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21807 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21807 Address: 38619 LANSING AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SLEEPY HOLLOW MHSUB DIV Est. Value: Parcel Number: 02-26-21-0260-00000-1190 Improv. Cost: 8,000.00 "OWNER INFORMATION Date Issued: 9/26/2019 Name: SLEEPY HOLLOW MOBILE (DUKE RICH) Total Fees: 120.00 Address: 38615 LANSING AVE Amount Paid: 120.00 ZEPHYRHILLS FL 33542-6312 Date Paid: 9/26/2019 Phone: 989-549-8150 Work Desc: CONVERT SCRN RM TO SUNRM 16 X 10 CONTRACTORS APPLICATION FEES SUNSTATE ALUMINUMN INC BUILDING FEE 120.00 l Ins ections Required FOOTER 2 N D R H 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 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. C. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Fax-813-780-0021 " s13-Tao-0ozo City of Zephyrhills Permit Application l Building Department Q pp C (� Date Received / Phone Contact for Permitting O 70 0 - J 3` Owner's Name / Owner Phone Number Owners Address Y(� -I "LCf k � L/T�!'. GKi -733 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Addrrepesss- /, JOB ADDRESS d , r�. 2/1``e3 xg Y- LOT# SUBDIVISION PARCEL ID#1 D,)-at, a I- ctit)b -I T U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR[T ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION Q [ BLOCK /= FRAME = STEEL Q J DESCRIPTION OF WORK /��l3' a_ lul � io;, sCreQyabW7 ry 'Sul' fT(J ROW) lair ,( I O BUILDING SIZE 1D T IC V SQ FOOTAGE a J� HEIGHT TI"7"T�PITf�PrrTT1T... . . . . . iR . TPi�r'�Yl-r�f�iT =BUILDING $p D w VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION -2,1 =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO .. ..-.. . . . . . . .. . . .. . . .-. . .-.-.- I... .- . . .-....-.-.... .. . . .--•--.-.-.-. . . .�-. ... . . . . . . .D . . .//. . . . . . BUILDER — gz!k� COMPANY k 14'1' [Gl;Z /N u "— SIGNATURE REGISTERED , Y/ N FEE CURREN Y/N Address S ��/ d —(?Ai-Its 7.L- License# CC- 01-7 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address Llcense# 111111111111111111111111"IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI.IIIIII 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 subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Farms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. +1-14 -L-Fi-la-1-H-. . . .-�f-L�-4-6-F-L-i-1-/-i-i-I�I�b�l-4-FI-F-S-IDirections: FIII out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: 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 I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions 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 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 COMMEN EMENT. FLORIDA JURAT(F.S.117.03)OWNER OR AGENT `K " ``! /.�LIZ- lik.4 CONTRACTOR — - — $ybscriN and swore afrirmed)before me this Subscribed a�'nd swormto-(or`affirmed)before me this `I_ `7 by �4kfiJJt/ �/►Y!1 S by Who is/are pers_�nally knowp to Me or has/have produced Who Is/are personally k`Nown to me or Fias/haye produced) as identification. as identification. Notary Public Notary Public Commission No, t��J 9 S3 d Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Fwjosl � Ntary Public Stag or FlaridaNancy J Brooks My Commission GG 178530 Expires 07JI012022 OF Sheds and Carports Plan Review Comments 1) All property markers shall be fully exposed at time of inspection.. (RED TAG IF NOT MARKED) 2) All sheds shall be installed and.anchored per manufactures specifications.'(RED TAG IF NOT.ANCHORED PER PLAN) 3) All set-backs shall be met. 4) Shall not be installed in easements. 5) Shall.be set in the rear or side yards. 6) Only 2 accessory buildings per parcel. 7) Sheds shall not be rented or inhabited. 8) Must meet and follow-all conditions of ordinance 780-01 9) No accessory building shall be larger than 300 sq ft:without site-plan approval 10) Not to exceed 16' in height at peak. 11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified.. 12) Accessory buildings in residential zones.that.exceed 150 sq ft=shall be constructed.of masonry, wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade and be consistent with existing architecture of the principle building and adjacent properties. 13) Fence shall not encroach neighbor's private property or right:of way: 14) Fence shall be no taller than 6 feet in the.rear and sides of home. :4 feet from the front of home: 15)Good side of fence shall.face out. - - - - -- - - - --- --- - - - -- - --- ----------------- It 1* , - 3 !i ` -U i e �1 - - - - - - i f --- 1 -- - - --- • - ------------------------------------------------------- , 1 i (Unt-raLL Page No. of Pages SUN STATE ALUMINUM, INC. 6154 Fort King Rd. ZEPHYRHILLS, FL 33542 (813) 788-7308 SUB ® PHONE \ B IS()aaA STREET JOB NAME 1c1 tt� t CITY,STATE and ZIP CODE 'JOB LOC TION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit sp 'ifl lions estimates for. . ................._. _ . ................. ,.....................:.: ..................._._..............................................._...._._.........................._._..._._ _ ..........................................................._._._.......__.._....._..._..__...._.._......._..........._..........__.--._.._........_......._..__...........__.................._. . _....... ._.............. :._.........._`..........�..�...............�.........................�............................._....................................................._._........................................................................................................................... .._...... .:.......`-�.................... ............._:.... ..:.........................._. ....................................................._._......_.............................._.........................._...._...................._................_......................_............................................................................................................................_.........._._......................................_..........................1............. .. .........................................................._........._...._...........I..................._............._...._..............._._. . .... _................J�.� ._ 'S................._.......... _...�. .-�._.......... _......_. ................ ......... ......................................_......._.......... ........................................................................................_........._................-._..__...._...._._......................................................................................................_.__._._...._...._................._...._._._.... :.._._.....:............__.........._...._._._.........._........................ ............................................._......................................_..............._....................._..........__.............................................................i..........................._........................................_......._..........................................._.......................................................................................... act hereb to fui material and labor—complete in accordance with above specifications, for a sum of: dollars($ .Payment IQLe cAde as follows ). All unpaid balances subject to 1.5%monthly interest fee. All material is guaranteed to be as specked.All work to be completed in a wo Authorized manner according to standard practices.Any alteration or deviation from above as 'irations involving extra costs will be executed only upon written orders,and will b9 me an e e charge over and above the estimate. All agreements contingent upon s ' idents or delays beyond our control.Owner to carry fire,tomado and other necessary insurance. Note:This proposal may be (Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. Ztccepta are of Contract—Theabove prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature rlorida building Code Unline Page 1 of 2 Business + BCIS Home I Log In User Registration I Hot Topics Submit Surcharge stats&Facts I Publications I FBC1Staff BCIS Site Map Links •Search Florida Product Approval is USER:Public User Product Approval Menu>Product or Application Search>Application Us t>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 Neii.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 Nell.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 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 R3TDdf Impact Resistant:N/A Verified By: Robert Nleminen 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 particuair 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 Sack 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: / � = ® e 6 1 z Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 r ^ � . ' ~� � 0 ~~� RUNN UY|E�U7� �x�" 4. PRODUCT DESCRIPTION: This Evaluation Report covers 0o,ondeu Vinyl Siding Systems in o 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. Btand Product Profiles Thickness American Classic American Classic insulated Siding System D4,DSDL,D6 0.044" Cambridge-Beaded 6.5 Beaded 0.0481, Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,D5DL,D6 0.044" S' UxxrDvroNS: 52 This is a building code evaluation. NeitherThnitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,io/wasuoed for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use inF8CHVHZjurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (V,,,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 F8C 1609 for determination of project-specific design wind pressures. The K4DP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 53.2 Tables are based on vvo|| cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied byU.6M,u)for allowable loads. 53,3 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(K,t=1.0) at the stated maximum height. Analysis for buildings failing outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 53.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to"NO"indicates additional testing iorequired. 5.3.5 The dimension of Zones 4 and S (interior and end zones) xhoU be defined as 10YG of the least horizontal plan-view dimension or 40y6 of the mean roof height, whichever issmaller, but not less than either 4% of the least horizontal plan- view dimension or 3 feet, as outlined in Figure 30.4-1ofASCE7-I0. Exterior Research and Design,I.I.C. Evaluation Report u3uzo.m4.uy-1-ns Certificate v/Authorization wyao omsornom<zuo1pucmom'xv*zEVALUATION azzsoo'nu moranuex Vinyl Siding Systomq(sz7)780-3185 nevisiuna:uy/zs/2uz7 Page ao,4 J TRINITY1 ERA 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. 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. %-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. . BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844); (717)764-7700;www.archtest.com/vsi -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTM. Complete information on the Vinyl Siding Institute can be found at www.vinvisiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 Cla) v c L c o v W 01 G) a o c o co a N c o a c Ol t! t! ` V 1Buoz N C N Ln y C N y C N y a N u) o M o v o a o a o a o -0 + o M C N C C N C C N C C N C C N c C N C = N C u! LU W LU to LUW n N 'i O N O ainsodx3 m U ❑ mU ❑ m U ❑ mU ❑ m u ❑ mU ❑ m U ❑ mU ❑ m U ❑ mU ❑ m u ❑ mu ❑ m U ❑ mu ❑ OR,,� N m NO u a , ri v x Q Y Y Y Y Y Y Y Y Y Y Y O Y Y O Y O O Y O O O O O Y Y Y Y Y Y Y Y Y Y Y Q Y Y Y m Y Y C ! 0. 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O Ln CD 3 rD 7 fD 7 fD 7 fD 7 fD Zone fD O N N N N N O m O fD O fD ~ O fD O fD O fD Ln N O O fD ~ 7 A 7 A 0 7 A 7 A 9 7 A 7 A 7 A fD fD fD fD fD fD fD t Florida Building Code Online Page 1 of 3 Ze Ilae e ' - � e jll� 4i��r BCIS Home i Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links Search Ore Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4904-RB 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 A+1 0,. «,,,,—...nLiTVll,..iTl ,+ol„T,,.i77�Tb.b.1C� ,;110%71. 1/0/7(11 4 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 imilsef-Hsc� Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +76.0/-76.0 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 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.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.odf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II 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 i,+F. 11-0 .:,a t....:ta: i / t+t ...� _..,n_t✓��vn..,r�.+ t..T...T_TAT7 L 10 :1�0/'1L I ini,)ni 0 149"MAX, OVOVERALLFRAME M LOOTH �R 0 0 21" MAX 36.375" MAX. SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT —D.L.O. 37.5" MAX. PANEL WIDTH ry c)6-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH GENERAL cc 1, EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LO DOES NOT EXCEED m THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON ^ ri cf) OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Ci LLJ 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 01 9D 0 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 9 AND SMOKE DEVELOPED INDEX OF 60 PER ASTIA E84. t- S. PLASTICS TESTING OF LITE FRAME MATERIAL- TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740'F > 650 -F j RATE OLBURNING R.35 0.77 IN/MIN SMOKE DENS" ASTM D2T 13.47 2 ITENSILE STRENGTH* I ASTM D638 7.50% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 450D HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT WIDELITES Alden km to NAldi tn(n(n V) reKw2fmtmh- 9 A A A�>- RWmW Rr. m DA9 RW zt3 z WW33 MY. In 0 Wo z 103 M M I rl El 13 rl El 13 C313 1313 0 23 0 on F�l 0 WU w --z 020 no -on 00m W N I L SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNR SINGLE DOOR UNIT WISIMITES DOUBLE DOOR UVE W1JIDELITES w c a fn WITH SIDEL WITH SIDEL z WHERE WATER INFILTRATION PERFORMANCE IS I I I I I DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DATF- 7/17, 5 TABLE OF CONTENTS CON FIG MAX WIDTH INSWING OUTSWING INSWINGUUISWING scaleN.T.S. SHEET # DESCRIPTION X 375, -+76.0 - 6.0 + + .0 + 5.0 -55.0 4:�r je MM Byt SINS XX 4- +55.0 +55.0 -55.0 +190 -19 -0 I TYPICAL ELEVATIONS & GENERAL NOTES +55.0 -55.0 --55.0 OX or X0 75' +1 D +25- CWL BY. 2 ANCHORING LOCATIONS & DFrAILS_ OX0 1 112.5" +55w() lt-2 � E I S., +55-0 -55.0+ KURT BALTHAZOR DRAWING NM. 1 3 iANCHORING LOCATIONS & DETAILS OXX0 +19.0 / -IFJ.O +bb.0 -55.0 FLORIDA P.E. DWG-MA-FLO128-05 #56533 sHEEr_1 cF_�L n_ Ln cc: Do 6" SEE DETAIL 3„ 6" O O 3„ „E^ ¢ Q(� 3" 3 3„3" 3 -L— O �1 I l l I 1 1 l I 1 cn 6" 6" B" 6" g" 6" TIFF W in 3„ I in �n o F-- Q Z U M - N HLf-)U w d SEE DETAIL E- u "D" "C" DETAIL — A a ow — — SEE DETAIL w B w B o 0 n 6. I Ego} o� H m 6" 3"B" � I I I I � � I ► i —, ,— ��d � x� U UIS O 3„J 3„ 3, 3" 6„ I 6- o it a a SEE DETAIL rn m 7 rn „F. Addendum to wm 3 3 3 3 m rnmm� z H CertifaxuwD 0 z 116"al By. ¢ J Dale Rev 0 m �LL tea¢ ASTRAGAL RETAINER BOLT HOLE cgs a uai z #8 x 2-1/2" #10 x 2" #8 x 2-1�2" MUST BE DRILLED THROUGH =Ow v0i THE THRESHOLD & INTO THE N n o z #10 x 518" m STRUCTURE DEEP ENOUGH o m a= w #8 x 2-112" #10 x 1" FOR A 1.375" THROW _ m #10 x 518" �2000 ❑ #10 x 314" DETAIL "F" ASTRAGAL O1 °N o #10 x 2" DETAIL "E" ASTRAGAL rn N FRAME DOOR ID OPTI TEMP.GLASS) / ATTACH ASTRAGAL RETAINER BOLT Dow sss*M' 'UNTMER10 W/OPTIONAL DECORATIVE INSERT ALUM,STEEL OR BUTYL SPACER DETAIL "D° DETAIL "C" STRIKE PLATE TO FRAMET/2•BRE w00mZ AS SHOWN. TYPICAL !A6 X 1-1/2'PHS DATE: 7111,05 0.9621 SCA E. N.T.S. ,.375" T Dw6.BY: sws T IOOW 995 CHK.BY. DRAWING NO..' INSWING THRESHOLD OUTSWING THRESHOLD TYIAL GLAZING D L Dws-MA-FLOTze-D5 SHEET 2 OF 3 ~ ` � ) � ~.. .~~ .... ..... ... . . ,2 -._ Florida Building Code Online Page 1 of 2 FLORIDA UFAMM"IM014 4 A-4 Business & 'Profiossioal-Regulatild Ira BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts f Publications 1 FBC Staff BCIS Site Map Links Search Product Approval Or *USER:Public User Product Approval Menu>Product or ApoRcajion Search>Apollcatlon List>Application Detail FL# FL17822-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived 171 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 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 E-1 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA I0I/I.S.2/A440 2011 ASTM E1300 2004 Equivalence of Product Standards Certified By R11 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 0Yes 0No 0N/A https://floridabuilding.org/pr/Pr�_app_dtl.aspx?param7—wGEVXQwtDot2ZOX6B2YlUoTIE... 1/9/2018 Florida Building Code Online Page 2 of 2 r FL17872 R3 COC 6thEdFBC-FL17822�df 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 pdf 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 DP351pdf Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRep CWS-1099A(SH-610 NI DP35). df 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 EvalReport1099C Ddf 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 AAIEEO employer.Copyright 2007-2013 Stateof 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 emalls provided may be used for official communication with the licensee.However email addresses are public record:If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here_ Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y 1 UoT 1 E... 1/9/2018 SINGLE HUNG-NON-IMPACT GENERAL NOTES: ��1 (j{�(��)y((�j((/�/[{/[/(y7• (SHOWNW/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VylPjppYyyyylEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WI SOWSYSTE 3, EDITION. 19DOCALA,FLORIDA 34474 640 2.GLAZING OPTIONS:(SEE SHEET 2) WWW'CWS'CC FLANGE WIDTH -UNIT A STANDARD WITH&GLASS FLANGEWIDTH e4• -UNIT B STANDARD WITH 'GLASS 610 PVC MAX UNIT WIDTH MAX UNIT WIDTH 3.CONFIGURATIONS:•OIX'. SINGLE HUNG 3'" GLASS DLO 4.DESIGN PRESSURE RATING NON-IMPACT GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER11 INFILTRATION TEST PRESSURE AND GLASS TABLES c ASTM E-13D0.04. / / 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED w w m 734" 771. 34�' INTHEDESIGN OFTHIS PRODUCT.SEE SHEETS O-7FORANCHOR m FLANGE FLANGE GLASS DLO DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR p Z HEIGHT O HEIGHT B O B WOOD ANCHOR CALCULATIONS. v,J 3 O Glow m 8.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE i°Z SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. a U 0: T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM w MAX B aU HEIGHT SEALANT USED AT FIXED MEETING RAIL ANO JAMB, o / HEIGHT 9 !i SERIES I MODEL DESIGNATION SH-610. `3 U U m Q O L.LA 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z 37�- X X=OPERABLE SASH,O=FIXED SASH ;yPNc Eg.NW,I'l,p X MAX - 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR CF 4LOCATION. / SASH OLO No 58201p 'fie t =*= 11.EXTERNAL WEEP SLOT=114 X 1-12'LOCATED 5•FROM BOTH ENDS. -b' STATE OF GLASS DLO 7 g C S' p Lucas A.Tumer '��.,,'oNA�r O 2016-08-05 MAX SASH WIDTH gyp. A 15:14-04:00 4 8/5/2016 • Goss oLo e LUCAS A.TURNER,P.E. UNIT A MAX SASH WIDTH FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-3BO-1574 sHEEr DESCRIPTION: UNIT B GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX.UNIT DESIGN PRESSURE IMPACT DM B: GA • G NOTES SIZE GLAZINGLAZING REINFORCEMENT DETAILS....................2 RATING RATING SJB 06/27/16owo W. SECTION VIEWS_.._......__.__...___._3 53-1/8 x 76 2115 +/-35 PSF NONE _ EXTRUSIONS E B.OJA.__._._._.__..5 ' 37"x 72" 2009/2115 +/-35 PSF NONE CWS 1099 C ANCHORSCHEDULEd,NOTES..__-7 Ste; INSTALLATION DETAILS_.._.._.___6.7 SHEET r V-IStS� uU WINDOW SYSTEMS 1800 SW 44TH AVE OCALA.FLORIDA 34474 WWW.CWS.CC 6`OVERALL B•OVERALL �•OVERALL 8'OVERALL ANN D 610 PVC F PrRED AIR SPACEE 5'AIRSPACEO F-&ANNEALED CE *•FAIR SPACE SINGLE HUNG B NON-IMPACT 'ANNEALED B-TEMPERED 15 ANNEALED `TEMPERED SIKAFLIX 5520R SIKAFLEX 5520R llip PURFECTGLAZB'H' 25 SMAFLEX5520R 26 PURFECTGLAZE`H• 26 PURFECTCLAZRPURFECTGLAZEH' PURFECTGIAZE'H' B`GLASS SITE 9'GLASS BITE B'GLASS BfiE GLASS ERE m Y Y �f m W W m O 3 ZO R¢1 p y U7 > K bb Z D pµa C ELLR IwUD GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D U m¢i OVERALL ANNEALED '3• FAIR SPACE � No SB201 %-p -n t]'ANNEALED L-a: %9? STATE OF -4uc 5KAFLEx 552 OR 26 PURFECT GLAZER Ofl 10e;G�t`�:� NOTE:GLASS TYPE E LIMITED TO 37'x 72'UNIT SIZE e'G1A55 BITE zz ---- 815/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JASARA AVE. NORTH PORT,FL 4288 PH.941.380-1-1574 SHEETBESERIPTNL GLAZING DETAILS GLASS TYPE E D BY: GA E SJB 06127/16 OWGfi REV.: OWS-1099 C scwLE: SHEET 1:1 2 OF 7 INTERIOR ��v�} V-(S4iey(l® 13 or37 WINDOW SYSTEMS 2 u 4 9 2 1900SW44THAVE OCN.A FLORIDA34474 WWW.CWS.CC O 1 0 610 PVC 0 SINGLE HUNG u NON-IMPACT r� t mm�t C SECTION B-SCD w w m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDESHOWS SASH SECTION VIEW. u,J ;� m 0 t 3 n n g �F 0: II II � ��cai n t II Ir11 � a�z'o t INTERIOR _ 'I WITHOUT 2115 REINFORCEMENT o m¢a t 0 7 Yt II �I SEE CHART PAGE 1 O O pau,nu l m i Z rl ILJIU II II `p�PKOREW T�.o WITH2115REINFORCEMENT (-yl �I I IT I ?Ow'`'.,-VaFN4-N_'s' SEE CHART PAGE 1 I I I I `� No SB201 .�P$ u u a IF ❑ — gip: .44 STATE OF -,41 lm E.� e I I I I �+unnnntt �I I 5 IIIr�l4 pfl �ol� z2 _ o 8 i/2016 0 LUCAS A.TURNER,P.E. t 76 o SECTION D-D FL PE#58201 t t d1 DEEP POCKET UNI-FRAME 1239 JABARA AVE. 3 2 NORTH PORT,FL 34288 PH.941.380.1574 UFTE_r ESCR�K�ON: Pp L� 9 o SECTION VIEWS SECTION A-A SECTION C-C oaawr er. ae ALTERNATE HD MEETING RAIL NOTES: SJB 06/27/16 AND UNI-FRAME -FIN FRAME AVAILABLE FOR BOTH UNI-FRAME owaa AND STANDARD FRAME TYPES. REVJ -800 BALANCERS AND DEEP POCKET UNI-FRAME CWS-1099 C (H-8193)REQUIRED FOR LARGER SASHES.(NOT scue: SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY.3541 SHOWN IN SECTION B-B) 1:2 30177 ITEM PART DESCRIPTION MATERIAL VENDOR 37Jie` 3tW FRAME CORNER CONSTRUCTIDR 1 14-6125 HFAD OU,ERFRAME PVC ATN 2 H-612S 1AMBS,OLTrERFRAME PVC ATN 3 WINDOWSYSTEMS 3 H-61265ILLOVTERFRAME PVC ATN 1 2 1900 SW 44TH AVE 4 H•6132 SASH SIpEL PVC ATN 24110 23/8' OCAS0.FLOR1DA34474 5 11.6136 SASH BOTTOM RAIL PYC ATN i716• 1rt6' WWW.CWS.CC 5 H-6137 FIXED MEETING PAL PVC ATN 3916, 3Lo' 7 H-6138 SASH TOP RAIL PVC ATN p 8 5.6141 GLA2INGBFAO PVC ATN n 314' GORNERWEIA(ALLSIOE9) 610 PVC 9 S-614z SASHSTOP Pvc Arn I—r , 1sSINGLE HUNG 10 S•6143 SCREEN ADAPTOR PVC ATN 13 P-SOBS WSTP LON BULB VINYL AMESBURY B5o' NON-IMPACT 12 P50R6 WSTP lON BULB MNYL AMESBURY PVC FRAME HEAD 8 JAMS 13 BALANCERS-CONSTANT FORCERTS62 CALDWELL H-6125 PVC FRAME SILL INTERLOCK m 14 P•5392 SASH THTIATCH NYLON CALDWELI. I H-6126 5-2001 6j 35 P-5393 PIVOT CARRIER NYIDN CALDWELL 5/f6' SI18' 1318' 3!4` o p =a 2 16 P-S396 PIVOTOAR SS CAIDW'ELL g 11 28 P-0Sdb RB%3/4 PHLLFLATtek i7E5M5 STEEL FASTENALSTEEL FASEENAl i6116• .050` __-_ 51� i118'p $CREX DED 1.11 TE FIRAMc"A V17M W m� 19 P-3028 SE7TING BLOCK RUBBER FRANK tOWE 7 Z z 10 S•2001 INTERLOCK RAIL ALUM ASCEND PVC GLAZING SEAR PVC SASH STOP PVC SCREEN ADAPTOR 1b 3 O 21 H•2115 REINF HD FMR ALUM KEYMARK 5-6141 S-6142 S{743 tl }}N 22 S•2009 REINFTOP RAIL ALUM ASCEND s• z W t 7/16' F-117l1fi' a d p 23 P•5338 LOCKS NYLON LAWRENCE iTttB' 2t+e (} i a 4Q 24 P-5389 KEEPERS NYIAN tAWRENCE 4 II 6 T fi U 25 P•5420 WEEP COVER NYLON M&M 5 !1 •�F 26 HOTMET SILICONE 7RUSFAL 17I176' ,I78' 1716• U16' 17R1' 17/I16' 1/16 u�i w 27 P•3305 WSTp..270X38750FTTOltCH PIN ULTRAFA% 28 P-S425 WSTP.200 X58"X5/3.DUST PLUG ULTRAFAS U m t Z 29 P-5390 HOLE PLUG 1W1-DN PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL 3o GU55 SEE SHEET2 W6132 H•6136 H•6137 H-6138 �4�P�4O7REwrrr� 32 P3218 SCREEN FRAME TRUSS tek S7EUEIAL PS7T� `��pC?.titiGEAtgF GL� 33 P.475d SCREENCORNER KEY NYLON FIASCREEN IEN 911b` �73tt6'-j58201 36 P•3228 SCREEN SPLINE OAPA -� 7L•. .A. It 3S P-3029 SCREENUFTS SUMMIT t' �4tC 36 P-3033 SCAEEN5PRINGS FLA SCREEN 1116' VP% STATE OF :e 37 BALANCERS-CONSTANT FORCE ITT 880 REINF.TOP RAIL %i�44'':COR10*4t2�`. 38 N•6357 HD RXED MEETING RAIL PVC VISION 39 H•6193 UNI-FRAME,880BALANCERS PVC VISION rrrlr4NA 173/4 40 S•6216 UNI-FRAME SILL POCKEFINSERT PVC VISION 371... tti/I6' `1� 43 S•6217 UN-FRAME SCREEN RETAINER PVC VISION f 13H6 ,51,E 615120,E 3 21IS0' 40 21lB- LUCAS A.TURNER,P.E. 1I76• 1 VB' 7IIG 0 1 Eoc FL PE H 58201 1239JA13ARAAVE 3 SHE' ttts NORTH PORT,FL 34288 0 PVC SILL POCKET INSERT REINF.HD FMR PH.941-380.1574 °o S-6216 PVC HD FMR H-2115 SRE CRIPrl : II H-6157 6005A-TS }--t' BOM AND EXTRUSIONS Era'-�---{ 1 . I I aruw By.. o PVC FRAME 7/15' 1A8• SJB 06127/16 H�193 owGR: R PVC SCREEN RETAINER CWS-1099 C LINE ITEMS NOT USED: S-6217 ' 25,29.30 NOTE:ALL EXTRUSIONS ARE ALUM.61163 T6 UNLESS OTHERWISE NOTED. 6 1:2 4 OF 7r 1 �t WINDOW SYSTEMS ANCHOR®MIDSPAN - 1900 SW 44THAVF 6'MAX RYP.) 4'MAX(TYP.) S'MAX O.C.(TYP.) OCALA,FLORIDA U474 6'MAX gyp.) SEENOTE2 CMAX(TYP.) I I I SEE NOlE2 WWW.CWS.CC 610 PVC SINGLE HUNG 141 MA..O.C. 1. NON-IMPACT (fYP_.) MAX O.C. J- O rr rr 'THRODOHFRANE 9MTG PAL 1 / LMTO RAIL � � 0 VANDOWWID O�W W m ONV4NDOWWIOTHS �M OVER 3T' m 3'(TYP.)� a,ITYP.) 3: a m m io J O . ANCHORRS(�l P.) Bo o w 4 4 4 s=za U m Q Z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-WIN) INO SILLANCHORS REQ1SiE0] (� No 58201 •;A lk NOTES: 9Q. STATE OF i4'�LIS',�C 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACKTOBE 1l4'.USE SHIMS WHERE SPACE GREATER THAN 1l16'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOTALLOWED. j 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/5/2016 LUCASA.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 FLPE1l58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. NORTH PORT,FL 34288 6.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.941-180.1574 SPECIFIED IN TABLE I,SHEET 6. SHEET o ION: 6.ANCHOR EMSEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL NOTES DATE: 7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. OFAWN BY. SJB 06127/1fi B.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 ow¢ a c 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 S717ATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATIONSHALL BECONEIYOTHERS FOLLOWINGTHECURRENTVERSIONOFTHEREFERENCEOOCUMENTS: CA . SHEET FMA/AAM 00 FIN WINDOWS AI MA 00 FLANGE WI DOWB AAM]M 260 BOX WI OOWS FMAI ANVD 300E RI R DOORS 1:25 5 OF 7 tA:N.EMBEDMENT SUBSTRATE TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS SEETAS'E1 Comm MIN.EDGE GIST. 114'MAX SHIM MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE sSETABLE1 SEE TABLET SEE THERS INSTALLER SEE TABLES OCALA F SLCC` 34474 MAXSHtM W W W.CWS.CC SUBSTRATE BY OTHERS MIH.EDGE DI5T. SEE TABLE 1 SEETABLE 1 MIN.EMBEDMENT 610 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR DYINSTALLER SEETABLEI SINGLE HUNG INSIDE AND OUT MIN.EMBEDMENT sEALANTBEHIND SEE TABLEI NON-IMPACT FLANGE BYINSTALLER �tiy�1I4'MAX SHIM 0 U m �vo FERlMETER SFAtttiTPERIMETER SEALANT IBY IDEAND UT 4 O BY INSTALLER m y y INSIDE AND OUT INS TALLATIONANCHOR SEALANT BEHIND SEE TABLET N W m FLANGEBYINSTALLER BEALANi BEHIND INSTALLATION FIN BY INSTALLER o O INTALLA TIONANCHOR 6EI B HORIZONTAL SECTION ��HDRIZONTALSECRON rn O TYPICAL JAMBANCHORAGE B TYPICAL FINANCHORAGEi m HEAD AND SILL SIMILAR FOR FIN INSTALLATION CONTINUOUS DEL 114'BEAD OF SEALANT NOTE.ADDITIONAL THRU-FRAME ANCHORS(AS Z g AROUND PERIMETER OA LINDICATEO SHOWN IN OFT.BIN)REQO AT MTG RAIL FOR UNIT N a� PO;N11�A�ENFRAMEANDSUBSTRATE WIDTHS OVER 37,SEE SHEET 5 ANCHOR LAYOUT. O lL,t--272 y a S 1(4'MAX SHIM O tD¢Z ND FLANGE SEALMLTBEHIINSTALLER PxG...... .�, PERIMETERSEALANT Na 5ffi01 ,-PS BY WSTALLER INSIDE AND OUT BUD STRATE BYOTHERS O �•D• 'a= SEETABLEI A VERTICALSEOTON STATE OF 6 TYPICAL SELANCHCRAGE NO SILLANCHORS REQUIRED iyS"OyAIA _ TASLEI:APPROVED INSTALLATION FASTENERS 12016 FRAMETYPE 5UBSTRATETYPE TURN LUCAS A.TURN ANCHOR TYPE MIN.EMREDMENT MIN.EDGE DIST. 875 FLANGE CONCRETE(20 KSI MIN.) 3116"TRN TAPCON 1" 1-116' ER,P.E. FLANGE HOLLOW OR GROLrPFILLED CIAU(117 PCP MIN.) 3116"TIW TAPCON 1" 1' 39 AB R201 FLANGE CONCRETE(265 KSI MIN.) 311W ELCO ULTRACON 1' 1'• BY INSTTLLS3UTER ANT NORTH PORT,PAVE BY INSTtttER NOFLTH FORT,FL 34288 INSIDEAND OUT FLANGE GROUT-FILLED CMU(ASTM G90) 3/16'ELCO ULTRACON i-0lA" 2-0t2' PH.941-360.1574 3116'ITW TAPCON D BOX INSTALLAnONTION SKEETD CRIPTICk' FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 6 BOX FRAME BILL AND OR ELCO ULTRACON 1.318 716 SIMILAR FORSILL AND JAMBS FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN FINE(G-D.55) 410 WOOD SCREW 1-316'• 718" (INSTALLATION DETAILS FLANGE 16 GAUGE(0.060")MIN.STEEL STUD 81646 HILTI KWIK+IEXOR tiW FULL THREAD 7116" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: (33 KSI YIELD MIN) TEKS SELF-DRILLNG SCREW THRU 0.080' UP TO AND INCLUDING ABOX-FRAMEAPPUCATION IS ACCEPTABLE PROVIDED: SJS 06127/16 FLANGE i1O"ALUM.(606345 MIN.)OR ,Y10 GRADE 5 SELF TAPPING I FULL THREAD 7116" owes: R a 116'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FIN 2XMIN.SOUTHERN PINE(G--0.55) R10 WOOD SCREW t-11T tt2' INSIDE AND OUT,FULL PER METER,BY INSTALLER. CWS-1099 C -PRODUCT ANCHORAGE IS iN ACCORDANCE WITH REQUIREMENTS AS sc SHEET NOTE:U NI-FRAME OPTIONS NOT SHOWN SHOWN FOR FLANGE WINDOWS. 1:2 6OF7 P MIN.EMBEDMENT IW MAX SHIM V-NUdDl'N7(�((�/SYSTEMS I.G. • 1900SW44THAVE�,a T MIN.EDGE DIST. OCALA FLOPJDA34474 TYPICAL HEAD ANCHORAGE ITa• WWW.CWS.CC INSTALLATION ANCHOR3116'ELCOULTRACON • 1•MIN.EOGE DIST. a 610 PVC souocoxcRETE •D `; SINGLE HUNG SUBSTRATEBYOTHERS D' D D D' SALWr AROUND PERIMDINU ETERF ac EETASLE,,SHTB °D•D ••D' o aNON-IMPACT . GATALL WDICATEDPOWTS BETWEENQee°THEFRAMEANDSUBSTRATEBYINSTPERIMETERSEALANf ••°D DIi•MIN EOMEMBYINSTALLER SEALANT BEHINDINSIDE ANDOUT p BYINSTALIPR °a cO SEAIANTBEHINDFLANGE Z114'MAX SHIM PERIMETERSEALLER SOUDCONCRETE u7 m BY INSTALLER INSIDEAND OUT SUBSTRATE BY OTHERS ' SEETABLEI,SHT6 0 2 HORRONTALSEC710N O ❑ 7 TYPICAL JAMBANCHORAGE p UI INSTALLAMON LILTANCHOR 2�j 3/16'ELCO ULTRACON �� CONTINUOUS DBL I/4'BEAD OF SEALANT 8 U AROUND PERIMETER®ALL INDICATED POINTS BETWEEN THE FRAME AND SUBSTRATE O a x v1 BY WSTALLEFL GI w z❑ 1/4•MAX SHDA 1•MIN.. SEGMENT U m 6 2 SEALANT BEHIND FLANGE BY INSTALLER PLAN MAXSHUd 1 14p11�tmlryip�A PERIMETERSEPLANT p 1 r� °a n'a• ;Jq P2IOREW r�r�i BY INSTALLER ° ° a°a 1'MIN.EDGE DIST. ;Gp�.y1C ENSt'.•. �i�� INSIDEANOOUT ` °D.>D. INSTALLATION ANCHOR No SB201 n� 3I76'ELCO ULTRACON a° a1 V MIN.EDGE DIST. EXTERIOR FINISH •�•ob••G,•eD >°D • •a•° o' *: * :'tom BY OTHERS °D.o D De e� a�a�a.• I :9% STATE OF •D..o°D.:'°D° ° D D.o° 0 tea. °a %Oi T tti� SOLID CONCRETE °D D CONTINUOUSOBLI/4•BEADOF .o• a y�,��• (pR.OA,.•�2• SUBSTRATE BY OTHERS °�°D •° D D °D °P SFALANTARODND PERIMETER a° SEETABLEI.SHT6 D D ATALLWDICATEOPOINTSBETWEEN Qo 0 4Tp�ONA11E0 THE FRAME AND SUBSTRATE BY INSTALLER a•a•• �� E VERTICAL SECTION \,f�l TYPICAL SILLANCHORAGE NO S6.LANCHORS REQUIRED 8/5/2016 °a LUCAS A.TURNER,P.E. SEALANT BEHIND FLANGE SOUO CONCRETE FL PEW 58201 BY INSTALLER SUBSTRATE BYOTHFRS 1239JABARAAVE. SEE TABLE 1,SHTB NORTH PORT,FL 34288 PERIMETERSFALANT BY INSTALLER WOOD SUPPORT BY OTHERS PH.941-380-1574 INSIDE AND OUT SHE GUMPTION: o HORIZONTAL SECTION INSTALLATION DETAILS POURED WALL 7 TYPICAL JAMB ANCHORAGE-WOOD SUPPORTS HEAD AND SILL SIMILAR(NO SILL ANCHORS) 13U".: SJB 08/27/16 owaf. R NOTE:INSTALLATION ON THIS SHEETARE FOR SOLID POURED WALLS USED CWS-1099 C SPECIFICALLY IN THE VILLAGES,FL OR FOR SIMILAR SOLID POURED Sca/:: SHEET NOTE U NI-FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS. 1:1 7 OF 7 F.I.-orida Building Code Online Page 1 of 2 J Business-&--. Professional Rogulatio 41-M BcrS Home I Log In I User Registration Hot Topics. Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval M Public User d b aii-so)-sER Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL161-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE 2 Validation Checklist-Hardcopy Received Certificate of Independence FL161 R6 COT EvalReoort176F.od Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By rA A ." I^At I Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ:No FL161 R6 II CWS-176F.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt176F.pdf Rooms, Created by Independent Third Party:Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-242E.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt242E.Odf Rooms. 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 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: cCF.eck M Credit Card Safe 1.� .//.n__.J-1 ...ia: a+i ,,,,,...,n,..,,,.,,.,..—..,!'_-0TT-%-CA_+T--i ,—rA A-V1,10AC i /'20/')ni Q PRIME DOOR - NON-IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ((� • (SHOWN W/ALUM.SINGLE HUNG) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION. 19DD SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC _ 37 1/4„ 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. OVERALL WIDTH 4.DESIGN PRESSURE RATING: 1000 ALUM. 36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 3_5" INFILTRATION TEST PRESSURE AND GLASS TABLES DOOR CORE ASTM E-1300-04eD1/09. a z � ¢z A 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED z W H O Q w W _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z O z w—z� DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o ;Q W�Z O of�m ANCHOR CALCULATIONS. z z=2 a�w o 0 O O�OVa=Ffa 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z z C7 O—z I--U en -- ¢ —Zowzt- —LL20OLLv 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT } ¢_Zz O w—=O USED AT ALL FRAME JOINTS. of 2¢ ~U r z of 371/2" I w OLLnmofMcoowvow B B 22" D� ?=a it0�Co B HINGE(TYPJ p F I-a LU R a 10 OVERALL HEIGHT BD" I LUCKS �,PS,PNcEN�' •` UNIT :O:' SF•:y' HEIGHT 51/2" Turner 2017-09-15 15:13+20:00 I .4..... DOOR •��'SS•� CORE I z:7- 9/15/2017 LUCAS A.TURNER,P.E. FL PE#5131201 1239 JABARA AVE. NORTH PORT,FL 34288 A /� PH.941-380-1574 6 A SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS CONFIGURATIONS.................................2 ADE 09/08/08 SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: ANCHOR -SCHEDULE&NOTES 37-1/4"x 81�� +/-40 PSF NONE CWS-176 F INSTALLATION DETAILS........................6 scALE: SHEET 1:15 1 OF IS WINNDDOW�SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 27 3/4" W W WCWS.CC MAX UNIT WIDTH 231/2" 1000 ALUM. GLASS DLO GUARDIAN DOOR NON-IMPACT ? ¢zo / r ❑wo ZEwoo / o zoz}o��m u. Pw�z�32x z zx�¢wwoo 261/2" U 0LnnOF-WZdHrna. GLASS z p�0C6Z0c0i� DLO > ¢how-=0? Ir gE F— z� 57" // w LLwwcnow�nw w O�Wl- MAX La z=0_ p-O�cn UNIT M m w�Wu� HEIGHT // a o x a RE .GAS. �GEIJS TGRy: 26" y: No 58201• �� GLASS DLO ' 53% STATE OF 1440: z� 9/15/2017 22L LUCAS A.TURNER,P.E. FL PE#58201 GLASS DLO 1239 JABARA AVE. SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288 ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS DRAWN BY: DATE: AIDE 09/08/08 DWG#: REV.: CWS-176 F SCALE: ,SHEET 1:10 20F6 Com15 m 12 1900SW44THAVE. OCALA,FLORIDA 34474 13 INTERIOR Wvvw.CwS.CC . r 1000 ALUM. OEI GUARDIAN DOOR El 37 NON-IMPACT 3 14 . 3: n LL'0 111 8 6 Z W"C3 z Ill w zoz W--t- 3 8 0 ;zw§>-oIX3:6 IQ 3 LL Pw ZF-3:-sy 9 z ZiE2<mwao 0 SECTION VIEW B-B z 0 Z06—=I'c; Z X C6 00�: 5 92 I� INTERIOR I Q W Co LU zwwC': O-JLO a!D. 0:02t; a-:r C I, 0 m IX WR:w #%j;jj2REW .......... j Fw N. Sam % L�Lj LPLJ 9/15/2017 LUCA 7 S A.TURNER,P.E. 16 laT; FL PE#58201 1239 JABARA AVE. 5 NORTH PORT,FL 3428E jv PH.941-380-1574 SHEET DESCRIPTION: 2 SECTION VIEWS 6 (1193) ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY: DATE: 1126 BUMPER THRESHOLD NONE ADE 09/08/08 SECTION VIEW A-A 1186 STANDARD THRESHOLD +40 DWG#: REV.:1193 SADDLE THRESHOLD NONE CWS-176 F ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w/I 126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: —SHEET 9.11,17-19.24-26,31.36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 30176 ITEM PAff#[DESCRIPTION PARTS LIST VENDOR MATERIAL 2 5/8" 3 comwo 1 S-1377 I HEAD,Z BAR,OUTSWING KEYMARK ALUM -- VWNDOW SYSTEMS 3 1 S-1374 IJAMB,Z BAR,OUTSWING --KEYMARK —ALUM 2" 19M SW 44TH AVE. 5 1 S-1186 ITHRESHOLD KEYMARK ALUM OCALA,FLORIDA 34474 6 S-1 193 1 SADDLE THRESHOLD KEYMARK ALUM wWW.CWs.Cc KEYMARK ALUM _JF.1 BUMPER THRESHOLD DOOR CORE KEYMARK ALUM 9 1 S-1002 ICORNER KEY KEYMARK ALUM 1000 ALUM. 10 1 P-3008 IHINGES IDEAL SS OUTER FRAME 11 1 P-3376 IPOP RIVET HUB SS ASSEMBLY GUARDIAN DOOR DEADBOLT 12 1 P-3282 -3127-A-Q DELANEY SS 6 1/16" 4 1/4" NON-IMPACT 13 PZ280 I LOCKSET-3127-A-Q DELANEY SS 11 14 3 wsTp,.33ox.187 FIN,BLACK SOFT TOUCH ULTRAFAB z 3: <Z�: 0 0 z Lu0a <r_zw 15 1 EP:-313_1�0 IWSTP,.350x.187 BULB VINYL ULTRAFAB f- OLUC (OLU00 16 1 P-3224 IWSTP..THRESHOLD VINYL TEAM PLASTICS w z0z PRATT IND. FOAM 0 �t ch n:3:Fn 18 11 3187 IGASKET,DOOR KNOB L IE o P�204 GASKET,DEADBOLI HO PRODUCTS. FOAM Z Z m 2<cc W 0 0 19 P-3584 FOAM CORE ELITE DOOR CORE-H-1 001 0 01--005< I-w L) 0 U)�-z CL�")a 23 P-3214 BUGSWEEP 0 z U)-Z�-=)co z 0(9:3 --=)C)- 2 x3/4,QUADPAN K FASTEC STEEL PANEL FRAME ZOU)ZO , I P-353918 CORNER KEY-S-1 002 < 1---'mo LLZ 25 1 P-3329 I FOAM BLOCK,DOOR KNOB IMPERIAL FOAM ASSEMBLY >- <!:Ow-mo- of 15< I-F6 t=z ui ?g P�33LO FOAM BLOCK,FILLER -METALS USA g m w�:cl)5 3:9:E 36 9 Ss Ill 00 E> CLUCDW CYLINDER,DOOR PLUNGER YALE _ E U-LD ul'0 0_1 Lo i- 29 1 P-3370 ICYLINDER,DEAD BOLT YALE SS 0. Zz:(L cl:02(n 31 P-3531 IS x 3/8 PHIL FLAT SMS FASTEC SS c WI-0 W(L >_=x 0� � w '11, 3: 32 P-3214 I BUGSWECP TEAM PLASTICS PLASTIC 2 3/8" (L 33 S-1300 ADJUSTABLE SWEEP KEYMARK_ ALUM 2 3/8' 2 5/8" 34 P-3367 DOOR STRIKE YALE SS %%*,tWREw 14 $cb .......... YALE SS 3/4 -3-5 P-3368 DEADBOLTSTRIKE 1116" 11116" 4%V,..'kc P Q,ci 0'v P-361218 x 1-1/4 QUAD PAN Wl 1/4"LEAD + 6 1 131 6' 111116, 13116" No 58204 �51 3 BACKER PLATE ALCOA ALUM 37 P-3776 I t LINE ITEMS NOT USED: ADJUSTABLE SWEEP S-1300 Z-13. STATE OF 440 z 2,4,20-22,27,30 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 Ir.0RN'I - -, .A V., 4 0 R to -' Act ..........* NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. 2 15/16" 3 3/8" 3 7/16!'--1 3/16" 6 7/8' 9115/2017 1 1/2" ' 1/16" L LUCAS A.TURNER,P.E. PE STANDARD THRESHOLD S-1 186 BUMPER THRESHOLD S-1 126 1239 SADDLE THRESHOLD S-1 193 FL JA#BA Al AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS THRESHOLD DESCRIPTION MAX.POS.D DRAWN BY: DATE: 1126 BUMPERTHRESHOLD NONE 1186 STANDARD THRESHOLD +40 ADE 06/08/08 1193 SADDLETHRESHOLD NONE DWGO.' REV.: CWS-176 F NOTE:INSTALLATION w11 126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE. NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. SHEET 1:2 4 OF 6 12 3/4"MAX O.C.(TYP.) SEE NOTE 2 1900 SW 44TH AVE. 6" MAX.(TYP.) WINDOW L4W/� 6" MAX.(TYP.) OCALA,FLORIDA 34474 W W W.CWS.CC INSTALLATION ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR NON-IMPACT 17" MAX.O.C. a z 3 ¢z 3 (TYP.) I- ❑w0 ZWOci INSTALL TWO#8 ANCHORS THRU w z p z ��z H STRIKE PLATE AND DEADBOLT STRIKE o F w�z O Of m PLATE INTO SUBSTRATE(TYP.) z z 2¢� 2 0 INSTALL ONE 98 ANCHOR THRU O O O(3 a s o it EACH HINGE INTO SUBSTRATE(TYP.) Oo 0 co�z z r?a Q OZ)U)Z�Um I...—D-200LLZ L—J Ill <3:OFFFO— oa�}0��2 Q: Z a: 0 _j cn l- 0 W~� W3:ww n o 0: n. panmi" DREW ANCHOR LAYOUT �GQS,�.......... 0 E N FTGQti•4 No 58201 •�� NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/15/2017 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 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 AIDE 09/08/08 STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 0: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS 176 IF FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 20D(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAMIDMA 300(EXTERIOR DOORS) sCA`E: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE M WINDOW SYSTEMS IN.EMBEDMENT LL%J SEE TABLE 1 MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CWS.CC SEE TABLE 1 SUBSTRATE BY OTHERS INTERIOR 1/4" MAX.SHIM PERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM. BY INSTALLER MIN.EDGE SEE TABLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 NON-IMPACT SEALANT BEHIND �_ FLANGE BY INSTALLER 1/4" MAX.SHIM � ¢z MIN.EMBEDMENT a O HINGE/STRIKE PLATE SCREW SEE TABLE 1 1= ❑w o 10 w p o z w-p SEE TABLE I w zoz_ [z Of H o Pw�z��nx z zF:R<(rwoo INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS L) o u)F- O-H..u)a SEE TABLE 1 SEE TABLE 1 ❑ z-`°z z F❑w SEALANT BEHIND PERIMETER SEALANT Q �- 2 p O D-V FLANGE BY INSTALLER BY INSTALLER >- <�0 w F-F 0 Q yU �tq HORIZONTAL SECTION w Ow of co 00 w(n w INSTALLATION ANCHOR ?- SEE TABLE I SEAL OR SET IN 6 TYPICAL JAMB ANCHORAGE a0 w O a 00 U) CONCRETE OR MASONRY a a w PERIMETER SEALANT v BY INSTALLER v Q a MIN.EMBEDMENT 'rCENS TGP'�i SUBSTRATE BY OTHERS a a SEE TABLE 1 :JV:� F••,yam SEE TABLE I + tip: No 58201 ts]• %9 ,L, MIN.EDGE DIST. 0 STATE OF •� ` 0 \� SEE TABLE 1 t-A"\VERTICAL SECTION ; 6 TYPICAL SILL ANCHORAGE �'��iS4mit%0%% Xz 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION: SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON V 1-1/8" INSTALLATION DETAILS CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1/2" ADE 09/08/08 0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD 0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.045" 1/2 DWG 0: REV.: HINGE AND STRIKE PLATE ANCHORS NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F 2XMIN.SOUTHERN PINE(G=0.55) WOOD SCREW 1-3l8" 7/e" ANCHORAGE AS SHOWN IN TABLE 1. SCALE: SHEET 1:2 6 OF 6 I HEREBY CE$ 41U I1}IAkI4ywED , General Notes THIS PLA F C 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLLA E 7.1��C 67jt/ A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITIO RiYII� �(1STT / fN 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILD . , G PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ' $66G 140" MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY + �y, IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT T �' F `Z• 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE j •' REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR �//Ii 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES PROFESSIONAL ENGINEER SEAL 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR ENGINEER OF RECORD: BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. DESCRIPTION:SCREEN ROOM TO SUNROOM CONVERSION&SHED 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E. FOLLOWING: G-185. DESIGN DATA: OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER 53608 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH 3/4". UNLESS NOTED OTHER WISE. AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH WATER REDUCING AGENT-ASTMC494. E.REFERENCE STANDARDS: 2. RISKCATEGORY: H II Thomas L. Hanson P.E. CLEAN POTABLE WATER ASTM E 119 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654 OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 4. INTERNAL COEFFICIENT: +/-0.18 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 5. WIND LOADS: ASCE 7-10 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 SOLID ROOF(MWFRS): 23 PSF Myron Max Neal P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C940 SCREEN WALLS: 27 PSF FLORIDA LICENSE NUMBER:86663 RECOMMENDATIONS. COMPONENT&CLADDING PRESSURES: 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS ASTM C260, WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 Joel Falardeau P.E. ASTM A615 SPALLING OR OTHER DETERIORATION. 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH ASTM A185 ````Cj SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE FLORIDA LICENSE NUMBER 70667 B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD 6TH EDITION �1� 7. SOLID ROOF TYPE: 3"x12"x.030"ALUM.RISER PANS,FL 22840 OR EQUIV. Erik Stuart P.E. CURRENT ALUMINUM DESIGN HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE MF.ABBREVIATION Q�" FLORIDA LICENSE NUMBER 77605 T S MORTAR. 1ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLL IONS IS NOT INTENDED 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE T RAWINGS,BUT FBC Plans&Engineering MAXIMUM COARSE AGGREGATE SIZE OF 3/8". IATIONS. #.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING �. �, �p ALUMINUM STRUCTURAL MEMBERS Services,Inc. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN �i 6272 Abbott Station Drive Unit 101 ERWISE NOTED Ze h hills,IL 33542 HEIGHT. 4. 5 HOLLOW SECTIONS Phone:(813)788-5314 C.ALUMINUM: 5. n10.- ELD 2x2:---------------------------------------2"x 2"x 0.044" Fax 1-(866)-824-7894 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3x2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2x3:---------------------------------------2"x 3"x 0.070" 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2x4:---------------------------------------2"x 4"X 0.050" DATE:09/03/2019 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSION AILS, 2x5:---------------------------------------2"x 5"x 0.050" DRAWN BY: MARK DUNN SR 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPA N SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR U STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPR NT T OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" FACTOR DESIGN'OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM IDED HE MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOj a! INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DET HE G� E E ERED BASED RO 2 EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON I h} 4�" TRACTOR AND SNAP SECTIONS RO3 ALUMINUM). MA A 2 x 2 Snap: 2"x 2"x 0.045" 4. WHERE ALUMINUM COMTS INTO CONTACT WITH STEEL,OR 5.ANY DI �� NO Y��ARE TO BE ENGINEERED BY A PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSEDZI k CRDANCE WITH STANDARD 2 x 4 Snap:- ----------------------2"x4"x0.045" RO 4 ------ENGINE]? ] RACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS T JOB#-19_0828.412 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF SELF MATING(SMB) USING#12 SPACING MAY BE 24"ON CENTER H.MISCELLANEOUS: 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:-------------- ------ 2"x 4"x 0.044"X 0.100" JOB NAME &ADDRESS: SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" DUKE SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 7 SMB:---------------------- 2"217"210.057"x 0.120" SLEEPY HOLLOW MHP VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2 X 8 SMB:- 2"218"X 0.072"x 0.224" 38619 LANSING AVE. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"X 0.224" 1.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:-------------------2"x 10"x 0.092"x 0.374" ZEPHYRHILLS,FL 33542 300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FBC 6TH EDITION MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17.1 IN ITS ENTIRETY. CONTRACTOR: WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR SUNSTATE ALUMINUM FLAT WASHERS AND NUTS. 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. ENGINEERS NOTES I HEREBY THIS PLY CER11af"T I tOWLN If�R REVIEWED COMP E�0 � IIPC6TH HDIJPO�1 I $SE D / �►. 8663 . - {W .r I SHED SHALL NOT EXISTING A••'• t9 BLOCK EGRESS MOBILE HOME /iiro ••. .• •,,.•' 1 11 tIi PROFESSIONAL ENGINEER SEAL 2x4 4TH WALL SMB 3x3x.093 2x8 4TH WALL SMB 3x3x.093 ENGINEER OF RECORD: 3x3x.093 David W. Smith P.E. aWi FLORIDA LICENSE NUMBER:53608 o o PROPOSED PROPOSED [a ' EXISTING M Z SHED SUNROOM w OPEN PORCH N Thomas L. Hanson P.E. N FLORIDA LICENSE NUMBER:38654 (2)2x2 TYP. 2x3 ALUM.FRAME,16"O.C., SHED w/VINYL SIDING Myron Max Neal P.E. L _ (2)2x2 EDGE BEAM - - _ FLORIDA LICENSE NUMBER:86663 9'-0" 16-0" PROPOSED 3"x12"x.030"ALUM.RISER EXISTING 3"x12"RISER PAN ROOF LI Joel Falardeau P.E. PAN ROOF,FL 22840 OR EQUIV. FLORIDA LICENSE NUMBER:70667 -' OVER SHED LI Erik Stuart P.E. PLAN VIEW FLORIDA LICENSE NUMBER:77605 T�=TEMPERED GLASS FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 PROPOSED S.H.GLASS WINDOWS Phone:(813)788-5314 INSTALLED PER MFR'S SPECS Fax:1-(866)-824-7894 2x8 4TH WALL SMB Website:www.Ibcplans.com 2x3 ALUM.FRAME,16"O.C., PROPOSED 3"x12"x.030"ALUM.RISER EXISTING 3"x12"RISER PAN ROOF (2)2x2 END BEAM C.O.A-#29054 SHED w/VINYL SIDING PAN ROOF,FL 22840 OR EQUIV. OVER SUNROOM 2x4 4TH WALL SMB OVER SHED,1/2"PER FOOT SLOPE MIN. COIL IN-FILL TYP. DATE:09/03/2019 (2)2x2 EDGE BEAM DRAWN BY: MARK DUNN SR. ------------------- --- / (2)2x2 EDGE BEAM / / (2)2x2 ::: (2)2x2 REVISION: DATE: / / RO 1 EXISTING 3Nno 1 EXIST. , N N rn EXISTING RO 2// N / N N OPEN X X x O O MOBILE o _ / _ // OT ^ N HOME PROPOSED PORCH N v T k c MOBILE RO 3 SHED cu N PROPOSED // i SHED (2)2x2 (2)2x2 (2)2x2 (2)2x2 ` (2)2x2 (2)2x2 (2) x?:: t j X t jix : :[2}1x (2)112 JOB NAME &ADDRESS: EX 4"CONC.SLAB I I EX.4"CONC.SLAB �_Y_6" E 4"CONC. LAB •) DUKE !, I 10'-0" 9'-0" 4'-0" 4'-0" 4'-O" 4'-0" 3'-0" 3'-6"-4 SLEEPY HOLLOW MHP KICK PLATE TYP. 38619 LANSING AVE. REAR ELEVATION LEFT SIDE ELEVATION FRONT ELEVATION ZEPHYRHILLS,FL 33542 CONTRACTOR: SUNSTATE ALUMINUM PLANS & ELEVATIONS EREBY FASTEN REC.CHANNEL TO EXISTING 2� IHISPLANERTIFYT•��nT� HAVEIlanIN WED THIS PLAN.@ 1\XdU�fPft1� PAN ROOF w/#14x3/4"TEK SCREW C0MPL[[41 l pC 6TH &1-114"O NEOPRENE WAHSER,4 PER PAN BUI N E [STI 0�j,' { 6"MIN. ? #S ,-ALUMINUM FLASHING EXIST./NEW iiO XCO _ INSTALLED BELOW DRIP RISER A / Z TING ROOF I /// EDGE,CAULK ALL SEAMS PAN ROOF II = • l/►JI * ; i R x 4P) #8 X 3/4"CORROSION I/ RESISTANT ALL PURPOSE c c I/ SCREW AT EACH RIB 2x_4TH WALL SMB ' t Z PER PLAN FASTEN REC.CHANNEL TO SS"''O�� I EXIST./NEW d 2x8 4TH WALL SMB w/#12x3/4" PR0FEbNA{ �v.nrx SEAL RISER PAN ROOF = TEK SCREW @ 12"O.C. I I w SEE BEAM TO POST I I ENGINEER OF RECORD: w ° DETAIL OR SLOTTED .060 MIN.REC. O Q SEE 4TH WALL CONNECTION Q a POST DETAILFOR CHANNEL CONNECTION= DETAIL FOR UNDER OVER HANG #10x3"TEK David W. Smith P.E. (2}2x2 UPRIGHT, FOR CONNECTION OF BEAM TO SCREW GIRT OR BEAM FLORIDA LICENSE NUMBER:53608 MAY NOTCH CENTER OR i I RISER PAN ROOF PER PLAN EDGE OF POST I I @ 8"O.C. (4)3/8"THRU BOLTS,WASHERS, 4TH WALL CONNECTIONS (UNDER OVER HANG) Thomas L. Hanson P.E. DOUBLE UPRIGHT, GIRT, BEAM I m z AND NUTS,CORROSION RESISTANT ALUM. RISER PAN ROOF, POST AND BEAM FLORIDA LICENSE NUMBER:38654 I 0.- CONNECTION DETAIL I CL 2x8 4TH WALL SMB PER PLAN I I a a Myron Max Neal P.E. #10 X 3/4"TEK SCREW&1-1/4"0 EXISTING 3"X 12" FLORIDA LICENSE NUMBER 86663 NEO-PRENE WASHER,4 PER PAN @ ALUMINUM RISER PAN ROOF 4TH WALL CONNECTIONS EDGE BEAM AND 8"O.C.@ END BEAM ALUM. RISER PAN ROOF, POST AND BEAM Joel Falardeau P.E. (OPTION#1) FLORIDA LICENSE NUMBER:70667 1X OPEN BACK Erik Stuart P.E. 2x2 PATIO ADDED ALUMINUM FLORIDA LICENSE NUMBER:77605 EXIST.2x2 PATIO TO EXIST.EDGE/END BEAM POST EDGE/END BEAM PER PLAN O O FASTEN 1-1/2"WIDE x 6"LG. PER PLAN FBC Plans&Engineering x.125 THICKNESS STRAP FASTEN 1X OPEN Services,Inc. CONNECTING EDGE BEAM TO TO6272 Abbott Station Drive Unit 101 EXISTING ROOF EXIST.2x2x.125x BEAM DEPTH UPRIGHT w/(4)#10 x 3/4"TEKS BACK S W/#10 X 1NUM ANGLE w/2 #10x3/4"EA.LEG TOP&BOTTOM @ EA.CONNECTION POST X 1-1i2" Zephyrhills,fl.33542 ( ) TEK SCREW,3"FROM Phone: 813 788-5314 6"MIN. POINT @ EA.SIDE. TOP AND BOTTOM 2x2x.125x BEAM DEPTH Fax:1-(866)-824-7894 ALUMINUM FLASHING ANGLE w/(2)#10x3/4"EA.LEG 2x2 PATIO UPRIGHT AND 12"O.C. Website:www.fbcplans.com INSTALLED BELOW DRIP #10 x 3"TEK SCREW PER PLAN C.O.A.-#29054 EDGE,CAULK ALL SEAMS EXISTING 2x2 DATE:09/03/2019 PATIO UPRIGHT #8X3/4"CORROSION @8 O.C. DRAWN BY: MARK DUNN SR. RESISTANT ALL PURPOSE -- - EDGE BEAM CONNECTION DETAIL 1X OPEN BACK TO REVISION: DATE: SCREW AT EACH RIB WITH DOUBLE POST ALUMINUM POST DETAIL RO 1 MOBILE RO 2 3"X 12"EXIST.MEW RO 3 HOME RISER PAN ROOF ------ OPTION#2 RO 4 (4)#12x3/4"TEKS WTH 1"NEOPRENE 1-1/2"X 2-1/8"X 1-1/2"X 0.062" FASTEN SMB TO RECEIVING 2x8 4TH WALL WASHER PER PAN ALUMINUM INTERNAL OR CHANNEL W/#10x3/4"TEKS OPTION#1 EXTERNAL RECEIVING CHANNEL (1 SCREW/INCH OF BEAM HEIGHT) JOB NAME&ADDRESS: SMB PER PLAN 3"HEADER CHANNEL ATTACHED I I W/(4)#10 X 3/4"TEK SCREW STAGGERED,BOTH SIDES TO 4TH WALL BEAM WITH (4)#10 X 1-1/2 I I INTO BEAM OR UPRIGHT AND DUKE ALUM.POST TEK SCREW INTO I I (2)#12 X 3/4"TEK SCREW EACH SLEEPY HOLLOW MHP PER PLAN (2)#10x1-1/2 TEKS @ 12"O.C. SCREW BOSSES I I LEG INTO GIRT OR PURLIN • I I 2X SMB PER PLAN 38619 LANSING AVE. (4)3/8"THRU BOLTS,NUTS, _ ______-_ • ZEPHYRHILLS,FL 33542 AND WASHERS 2X PER PLAN I I 2X PER PLAN 4TH WALL CONNECTIONS I CONTRACTOR: MIN.060 RECEIVING CHANNEL ALUMINUM ALUM. RISER PAN ROOF, POST AND BEAM 2"X 2"X 0.062"ANGLE FASTENED TO POST W/#10x3/4"TEKS POST SUNSTATE ALUMINUM (OPTION#2) W/(2)#12 X 3/4"TEK I I UPRIGHT OR BEAM, (1 SCREW/INCH OF BEAM HEIGHT) PER PLAN SCREW EACH LEG I I SNAP OR SELF MATING STAGGERED OR HOLLOW OPTION#3 I I BEAM TO POST CONNECTION SCREEN ROOM TO SUNROOM CONVERSION CHAIR RAIL AND GIRT CONNECTIONS DETAILS SHT 1 OF 2 I HEREB IITI T (7 EWED ATTACH RECEIVNG CHANNEL THIS AT TOP OR BOTTOM OF POST CO 'FH 7-11 xD FBCy+FH W/#10 X3/4"TEK SCREW @ 12"O.C. E • D AND EX S PING . 0.062"MIN.RECEIVING CHANNEL (OPTION-TOP OR BOTTOM OF POST) 2X ALUM $ W FASTEN POST TO RECEIVING PER PLAN GLASS WINDOW d GLASS WINDOW _ ' " Z CHANNEL W/(2)#10 X 3/4"TEK . SCREW,BOTH SIDES,AT EACH POST, 0.060"MIN.RECEIVING CHANNEL G7- G PAN ROOF TOP AND BOTTOM OF POST ; : 2 EXIgtIN 1/4"STRUCTURAL GRADE THERMO-PLY (TYP ABOVE&BELOW WINDOW) 4(/ P�p11 SHEATHING OR.024 MIN.ALUMINUM `o A• . ' �� 2A PER COIL FASTENED TO ALUMINUM FRAMING ATTACH RECEIVING CHANNEL W/#10 X 3/4"TEK SCREW @ 8"O.C.COVER TO GIRT QR COLUMN WITH OPTIONAL VINYL SIDING PER MFGR'S SPECS. I I I I I I I3/4"TEK SCREW @ 12"O.C. PROFESSIONAL ENGINEER SEAL II FASTEN TOP AND BOTTOM OF I I 2X ALUM.POST @ 16"O.C.TYP POSTS TO RECEIVING CHANNEL ENGINEER OF RECORD: 2X ALUM.POST W/(2)#10 X 3/4"TEK SCREW @ 16"O.C. ca+°ge :' r`•.•..,{ EACH POST David W. Smith P.E. IX OPEN BACK.PER PLAN FLORIDA LICENSE NUMBER:53608 1 2"X 2"X 0.062"MIN.ANGLE FASTEN 1X OPEN BACK TO CONCRETE FASTEN RECEIVING CHANNEL TO CONCRETE W/(2)#10 X 3/4"TEK SCREW PER FLANGE WITH 1/40 CONCRETE SCREW ANCHOR @24"O.C. WITH 1/40 CONCRETE SCREW ANCHOR @24"O.C. Thomas L. Hanson P.E. BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. (ANGLE OPTION-TOP OR BOTTOM OF POST) AND 3"EDGE DISTANCE MIN. FLORIDA LICENSE NUMBER:38654 AND 3"EDGE DISTANCE MIN. 2X PER PLAN ANGLE OPTION RECEIVING CHANNEL OPTION Myron Max Neal P.E. 1/4"STRUCTURAL GRADE THERMO-PLY SHEATHING BELOW WINDOWS FLORIDA LICENSE NUMBER:86663 OR.024"MIN.ALUMINUM COIL FASTENED TO ALUMINUM FRAMING W/#10 X 3/4"TEK SCREW @ 8"Q.C. l Falardeau P.E. OPTIONAL:COVER WITH VINYL SIDING PER MFGR'S SPECS. oe J ABOVE WINDOWS FLORIDA LICENSE NUMBER:70667 ALUMINUM INFILL FRAMING AND VINYL SIDING DETAIL LI Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,0.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com 2x2 UPRIGHT EX.2x2 NOTE: C.0.A.-#29054 PER PLAN UPRIGHT PER PLAN OPTION 1-(1)1/2"0 LDT CONCRETE SCREW TOP VIEW MINIMUM EMBEDMENT OF ANCHORS INTO DATE:09/03/2019 PER OUTER FLANGE AS SHOWN, N1 --- CONCRETE FOOTING SHALL BE 2-3/4"AT ALL PRIMARY ANGLE EX.PRIMARY ANGLE WITH 2-3/4"EMBEDMENT POST LOCATIONS.ALL SCREW LENGTHS AT DRAWN BY: MARK DUNN SR 2 x 2 x.125° 2 x 2 x.125" (MIN.CONCRETE EDGE DISTANCE-3") \ryp POST CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO REVISION: DATE: (2)#12 X 3/4"SMS FASTENING EX.(2)#12 X 3/4"SMS FASTENING -- CONCRETE WHEN A PAVER DECK IS PRESENT. COLUMN TO PRIMARY ANGLE ii COLUMN TO PRIMARY ANGLE (2)3/8"0 MACHINE BOLTS RO 1 (TYPICAL EACH SIDE) I I I I (TYPICAL EACH SIDE) WITH WASHERS OR ALUM.SQUARE COLUMN/POST (4)#14X3/4"SMS EACH SIDE RO2 O O 2"X 2"X 0.125"ANGLE EXTERNAL 1x2 BASE MEMBER EX.1x2 BASE MEMBER OR EQUIVALENT POST BASE RO 3 (TYPICAL EACH SIDE) (TYPICAL EACH SIDE) OPTION 2:-(2)3/8"CONCRETE ANCHORS PER EXTERIOR FLANGE, I OPTION#2: RO 4 MIN.DISTANCE BETWEEN-2"O.C., FOR INTERNAL FASTENING(4)3/8"0 (1)3/8"0 CONCRETE SCREW -' EX.(1)3/8"0 CONCRETE SCREW WITH 2-3/4"EMBEDMENT CONCRETE SCREW WITH 2-3/4"EMBEDMENT ANCHOR INTO PRIMARY ANGLE '�•t •' '.: ANCHOR INTO PRIMARY ANGLE (MIN.CONCRETE EDGE DIST NCE-3") (MIN.EDGE DISTANCE 3"AND MIN.SPACING 2") AND 1/4"0 CONCRETE SCREW ' '1': AND 1/4"0 CONCRETE SCREW JOB NAME&ADDRESS: ANCHOR @24 O.C.BETWEEN ANCHOR @ 24"O.C.BETWEEN I •• r:.:;. :• %'•, COLUMNS.(TYP EACH SIDE) COLUMNS.(TYP EACH SIDE) •' ';' �;�1:.; DUKE 3"(MIN.) •:. .. � '..'.:..- MIN.EMBEDMENT SHALL BE 2-3/4" MIN.EMBEDMENT SHALL BE 2-3/4" :' !:; '• : Y',+. SLEEPY HOLLOW MHP 38619 LANSING AVE. UPRIGHT CONCRETE BASE CONNECTION ZEPHYRHILLS,FL 33542 FRONT VIEW W/1X BASE MEMBER 3x3 POST TO CONCRETE CONTRACTOR: CONNECTION DETAIL SUNSTATE ALUMINUM SCREEN ROOM TO SUNROOM CONVERSION DETAILS SHT 2 OF 2 #10 X 3/4"TEK SCREW I HEREBY Yy Mlrhk+I 1U'j V1 D W/1-1/4"P NEO-PRENE TH WASHER,4 PER PAN 3"X 12"TYP.ALUM. EDII S NT)%11,,ND'EXI, NG' �� AT EDGE BEAM AND B . jtii 8"O.C.AT END BEAM RISER PAN ROOF OPTION#2 �:„ 66g 0.062"ALUM.INTERNAL OR = p.$6i fl OPTION#1 EXTERNAL RECEIVING CHANNEL ; W -- - T - - - J W/(4)#10X3/4 TEK SCREW - fl MIPIJI O®I (4)#10 X 1-l/2 INTO BEAM OR UPRIGHT AND TEK SCREW INTO (2)#12 X 3/4"TEK SCREW EACH i* P.' 0 #12 X 314"SMS RECEIVING CHANNEL SCREW BOSSES iJ LEG INTO GIRT OR PURLIN iA ..•• (2)EACH SIDE -------- I -------- /�O• .. \\ -------- -------- ALUMINUM 2x3 2"X2"OR 2"X3" I I 2"X2"OR 2"X3" �� ►t i i�Np \\ -------- 1 -------- PROFESSIONAL ENGINEER SEAL DETAIL AT ALUMINUM STUD ENGINEER OF RECORD: 0.060"ANGLE CLIP UPRIGHT OR BEAM, TO ROOF RECEIVING CHANNEL W/(2)#12 X 3/4"TEK SCREW EACH LEG I I SNAP OR SELF MATING LI David W. Smith P.E. I I OR HOLLOW OPTION#3 FLORIDA LICENSE NUMBER:53608 ALUMINUM 2x3 CHAIR RAIL AND GIRT CONNECTIONS Thomas L. Hanson P.E. #12X3/4"SMS 3/4"SMS RECEIVING CHANNEL (2)EACH SIDE FLORIDA LICENSE NUMBER:38654 _ _ _ _ _ _ _ Myron Max Neal P.E. FLORIDA LICENSE NUMBER:86663 " EXIST.CONC. Joel Falardeau P.E. 1/4"X 2-1/2"TAPCON, 24"MAX.O.C. CORROSION RESISTANT, TYPICAL FLORIDA LICENSE NUMBER:70667 2"MIN.EMBEDMENT WITHIN NOTE: FOR 4TH WALL CONNECTIONS SEE SCREEN ROOM TO SUNROOM CONVERSION DETAILS Erik Stuart P.E. 2"OF EACH POST AND 2'O.C.MAX. FLORIDA LICENSE NUMBER:77605 DETAIL AT 2x3 UPRIGHT TO SLAB FBC Plans&Engineering In g CONNECTION Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 FASTEN CRIPPLE STUD TO HORIZONTAL 3"ALUM.RISER VALENCE CAP 2X3 ALUMINUM STUDS 16"O.C. Phone:(813)788-5314 @ Fax:1-(866)-824 7894,//1MEMBER(FOR DOOR OR WINDOW) PAN ROOF FASTEN W/#10 X 314"SMS Website:www.fbcplans.com WITH 1"CLIPS AND(3)#12X3/4"SMS WASHER HEADED SCREWS RECEIVING CHANNEL C.OA.-#29054 EACH FLANGE,EACH SIDE CORROSION RESISTANT DATE:09/03/2019 DRAWN BY: MARK DUNN SR. REVISION: DATE: L 2X3 ALUMINUM STUDS @ 16"O.C. R01 2x_HEADER PER PLAN 2x_HEADER PER PLAN RO 2 FASTEN STRUCTURAL GRADE WINDOW RO 3 THERMOPLY W/#10 X 518"SMS @ 6" TO BE INSTALLED O.C.OR OSB OR PLYWOOD W/#10 X 1" PER MFR'S RO 4 SMS @ 6"O.C.COVER wNINYL SIDING SPECIFICATIONS PER MFR'S SPECS JOB NAME &ADDRESS: N 19 o DUKE O SLEEPY HOLLOW MHP 38619 LANSING AVE. DOOR TO BE ZEPHYRHILLS FL 33542 INSTALLED FASTEN CRIPPLE STUD TO HORIZONTAL- PER PER MFR'S MEMBER(FOR DOOR OR WINDOW) SPECIFICATIONS WITH 1"CLIPS AND(3)#12 X 3/4"SMS RECEIVING CONTRACTOR: EACH FLANGE,EACH SIDE CHANNEL SUNSTATE ALUMINUM RECEIVING DOOR FRAMING ELEVATION - ANY WALL I LENGTH MAY BE AS NEEDED ALUM.FRAME SHED CHANNEL WINDOW FRAMING ELEVATION -ANY WALL DETAILS it