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WS-18-1981Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INS►P-309000 Permit Number: WS-7-18-1981 Scheduled Inspection Date: August 22, 2018 Inspector: Riveron, Alexis Owner: KEATING, PHILIP & LISSET Job Address:145 NE 101 Street Miami Shores, FL 33138- Project <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)336-1715 Parcel Number 1132060131940 Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 1 WINDOWS Passed f Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee is paid Infractto Passed Comments INSPECTOR COMMENTS False Inspector Comments August 21, 2018 For Inspections please call: (305)762-4949 Page 8 of 22 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-7-18-1981 Permit Type: Windows/Shutters ri ark Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/3/2018 Expiration: 01/30/2019 Parcel Number Applicant 145 NE 101 Street Miami Shores, FL 33138- 1132060131940 Block: Lot: PHILIP & LISSET KEATING Owner Information Address Phone Cell PHILIP & LISSET KEATING 145 NE 101 Street MIAMI SHORES FL 33138- (305)336-1715 145 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) FLORIDA HOME IMPROVEMENT (954)792-4415 Phone CeII Phone Valuation: Total Sq Feet: $ 2,264.00 0 Type of Work: REPLACE 1 WINDOWS No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $110.00 $9.00 $2.40 $127.80 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68320 07/24/2018 Credit Card $ 50.00 $ 77.80 08/03/2018 Credit Card $ 77.80 $ 0.00 Available Inspections: Inspection Type: Final Window Door Attachment Review Building In consideration of the issu.n.- to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stri,' onformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ass 1 - responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC L,i-��MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT r I '%ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zhorize the above -named contractor to do the work stated. 2_ Authorized Signature: Owner / Applicant / Contractor / Agent August 03, 2018 Date Building Department Copy August 03, 2018 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUL 2 41018 ,'F,B C 20 I�1 Master Permit No. J31 e —1 cil Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL JOB ADDRESS: 14c fUE ' 1 ()1 S ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores Zip: ig� Foilo/ParceIN: )1 — 3 2 Q ( 013- 1 y y o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): 1 a SAC ^t- V-t Address: ) LI k) 1 () ( City: t CA 1N11 SVinte3 Tenant/Lessee Name: N/A Email: N/A State: L BFE: FFE: Phone#: Zip: ? 13g Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: NIA Address: NIA Phone#: 954-7924415 Ix 334 Zip: 33312 Phone#: Certificate of Competency #: Phone#: N/A aty: N/A Value of Work for this Permit: $ 7Z(„(--1 Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration El New IIII Repair/Replace Description of Work: REPLACE ) ._ K\ A0,0 State: N/A zip: N/A ❑ Demolition Specify color of color thru tile: Submittal Fee $ S v pcl 6 Permit Fee $ Scanning Fee $ 1 County: Miami Dade State: FL Radon Fee $ Z. Technology Fee $ Z' • 4to Training/Education Fee $ Structural Reviews $ C'S1 (Revised02/24/2014) 110 • try. CCF $ • & O CO/CC $ DBPR $ 2 Notary 0 ' b0 Double Fee $ Bond $ TOTAL FEE NOW DUE $ T 7 . 8o Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A state N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A zip N/A City N/A State NIA Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'SAFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice"to Applicant: As a condition to the issuance of a building permit with an istlmated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the firstinspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee wil! be charged. Signature OWNER or ,Q T The foregoing instrument as acknowledged before me this I day of � ,20 I,by 53 \ `�� , wh is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Lito el Kr? :itifIL�CLf�'�pi�r3'f1l • iR MY COMMISSION ii FF 164915 EXPIRES: October 1, 2918 ss*s**s*ss*ss*ss*s*****s**s*******fir*s*** ***************************************e********************** j2Ji/' as APPROVED BY (Revised02/24/2014) Signatur RACTOR The foregoing instrument was acknowledged before me this I dayof A---) ,20 S by - YJ y I , whol personallykown to me or who has produced identification and who did take an oath. NOTARY PUBLIC: L1 Print: M Seal: as Plans Examiner Structural Review Zoning Clerk Florida Home Improvement Associates License No. CGC 0618901 QB44818 3044 SW 42nd SL, Ft. Lauderdale, FL 33312 Job# (6-7- FLORIDA HOME IMPROVEMENT ASSOCIATES Replacement Windows Contract Broward Tel: 954-792-4415 Miami Dade Tel: 305-545-4469 Fax: 954.792-2170 Web: FHAPRODUCTS.COM Email: INFOQFHAPRODUCTS.COM t Name: P / / �f% Home Phone:? OF3 9f.1 Bus. Phone: d'4 /cV9t Address 4401, c C4 S,-t /A - City State This Contract is made anipntered into this r day of-JLi ii ' 2Q/ and between Florida Home -Improvement Associates, Inc, a Florida corporation ("Contractor" or "FHA"), and owner(s) named above of the residence located at the address listed above ("Owner"). The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: 'FHA Energy Storm Saver Simonton Vinyl Insulated Install Aluminum Insulated Aluminum Non -Insulated 4) Doors: FHA Energy Storm Saver _ Aluminum Insulated, Aluminum Non -Insulated Zip Directions are viewed from the inside. On sliding glass doors Active and Fixed Panels are Identified. On Casements and single French doors the hinge is Identified Right Hinge and Left Hinge. On Double -French Doors the more active door is identified Impact( yam} Non -Impact: ( ) Color: White: %C.- Tan: Bronze: Grey: Mill Finish: poubk Hung OW_ ACTIVE ACTIVE Single Hung QtYL FIXED ACTIVE SRdlna Glass Door AA AF FA FAAF AAF FAA Qty Qty Qty Qty QtY CRY 7LR Qty_ FA AF Casement Qty_ RH ;Ingle French Doors RH( ) LH( ) Qty_ Glass: /10 »i, ref s% 4' %ngs Warranty: Manufacturer's Warranty sent u0gn cQmpen. 5) Work NOT to be replaced:PA./4' 04 4V4e AC picture Window Qty 0J Double French Doors RA( 1 L ) Qty_ Geometric Qty_ Other Qty— INITIAL HERE •3 INITIAL HERE-) 7) Special Instructions: 4-W 6) If applicable, removing %`shutter pa I nd/or security Al pi!•e e�/ y INITIAL HERE-) 8) Cleanup job debris and providenecessary permits and insurance. 9) If applicable, In the event that Contractor Is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish wogther `� no�s�Tson is to be done unless noted below.) Additional Work: '��``ll��.•�r.•.• �Cra� ecv Schedule: Contractor shall commence the work within 10days after execution of the Contract (the "Commencement Date") and shall endeavor to complete all Work hereunder within ) days after the Commencement Date. Contract Pr ') The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $�(i �`i —�i � .l')0 Sales Tax ( '4 t) $ Down Payment $ ZZ r (if applicable) Balance Payable $ ' -oo Total Contract Price $_ Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Fina A •avit to Owner, substantially similar to the forms included in chanter 713. Florida Statues (20051. Circle one: (YES or NQwner elects to apply for financing of the above -statue lump sum amount. If yes is circled, see financing agreement and related documents Notice to the Owner, If finandng ls being obtained by Owner: a). Do not sign this home Improvement contract (including. flnandng documents) In blank. b). You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights. c). The finandal documents attached to thls home Improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on H you do not pay. Be sun you understand all provisions of the contract and financial documents before you sign. Miscellaneous: This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the Buyer may cancel thls transaction at any time prior to midnight on the third business day after the date of this transaction. See the att>ifhed notice pf cancellation form for an explanation of this right. can�te,.rr:: Signatu7e of Ow (Signature of Owner) Con By: (Name & Title) ll Date Home Owners Association Name: Phone#: YES ( ) NCj Betiding Name: Miami Shores ViHage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical dip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Qualifier/Owner Signature Date Uscef' C o-nza(oz-K-ea.-f lY Print Name Property Search Application - Miami -Dade County OFFICE OFHE PROPERTY APPRAISER ra•r.iii xi• Summary Report Property Information Folio: 11-3206-013-1940 Property Address: 145 NE 101 ST Miami Shores, FL 33138-2320 Owner PHILIP R KEATING LISSET GONZALEZ KEATING Mailing Address 145 NE 101 STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,682 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1935 Assessment Information Year 2018 2017 2016 Land Value $215,711 $215,711 $215,711 Building Value $154,841 $156,793 $158,743 XF Value $32,033 $32,402 $32,770 Market Value $402,585 $404,906 $407,224 Assessed Value $402,585 $404,906 $407,224 Benefits Information Benefit Type 2018 2017 2016 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 20 & E1/2 LOT 19 BLK 14 LOT SIZE 75.000 X 115 OR 20004-1675 10 2001 1 COC 23703-0054 08 2005 1 Page 1 of 1 Generated On : 7/2/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $352,585 $354,906 $357,224 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $377,585 $379,906 $382,224 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $352,585 $354,906 $357,224 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $352,585 $354,906 $357,224 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/18/2015 $550,000 29548-3550 Qual by exam of deed 08/01/2005 $680,000 23703-0054 Sales which are qualified 10/01/2001 $250,000 20004-1675 Sales which are qualified 11/01/1997 $150,000 17874-1107 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/2/2018 P : = q h • (GCp - GCp i) V (mph) 175 1620 FBC for 1HV117 or Fig. 26.5-le Risk Category II Table 1.5-1, page 2 Exposure C Section 26.7 Krl 0.85 Table 26.6-1, page 250 Kit 1 Figure 26.8-I, page 252 GCp 0.18 -0.18 0.55 pitch of roof 3/12 14.0 Regrets them 14.0 degas Mean tight Specialty Engineering Consultants. Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 Intstuctions and limitations of Use Wind Velocites in South Florida - Dade Broward Pale, Beach Risk Cat. 1 a165 156 156 Low risk t Risk Cal. 2 175 170 170 Singl Risk Cat.7&4 ltl6 1tl0 180 as o human � � ,• c Family satlial F ! . 2 3 4 5 8 7 10 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0'. Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). User shall determine the mean roof height, (Eave height * Roof Peak)/2. End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation a vaild for FBC 2014 (5th edition) and 2017 (6th edition) No reduction is taken for slopes less than 10 degrees. Area ofcomponaa Arne of component 15.0 sf Arca ofcomponart 200 sf Arca of component 25.0 sf Arne of component 300 sf Arca of component 35.0 sf Area of compooaa 40.0 sf Arm of componaa 45.0 sf Ann of compona,l 50.0 sf Arca of component 55.0 sf Arai of eomponcet 60.0 sf Zone 4 40.1 -43.4 40.6 -44.0 Zone 5 40.1 -53.6 40.6 -54.4 Zone 4 8.8 42.2 39.3 -42.8 Zone 5 38.8 -51.3 39.3 -52.0 Zone 4 38.4 -41.8 38.9 -42.4 Zone 5 38.4 -50.6 38.9 -51.3 Zone 4 37.9 -41.4 38.4 -42.0 Zone 5 37.9 -49.8 38.4 -50.5 Zone 4 37.5 -41.0 38.0 -41.6 Zone 5 37.5 -49.0 38.0 -49.7 Zone 4 37.1 -40.6 37.6 -41.1 Zone 5 37.1 -48.3 37.6 -48.9 Zone 4 36.7 -40.2 37.2 -40.7 Zone 5 36.7 -47.5 37.2 -48.2 Zone 4 36.2 -39.8 36.7 -40.3 Zone 5 36.2 -46.8 36.7 -47.4 Zone 4 35.8 -39.4 36.3 -39.9 Zone 5 35.8 -46.0 36.3 -46.6 Zone 4 35.4 -39.0 35.9 -39.5 Zone 5 35.4 -45.2 35.9 -45.8 Zone 4 35.0 -38.6 35.4 -39.1 Zone 5 35.0 -44.5 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 40.9 -44.8 40.9 40.5 40.5 -52.5 40.0 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 42.2 -55.5 41.8 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 40.3 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 39.3 39.3 -49.9 45.3 45.3 43.9 43.9 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 42.0 42.0 -54.6 41.5 41.5 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 4511 46.3 46.3 ZONING DEPT 44.2 -48.2 44.9 44.2 -58.5 44.9 -59.4 43.7 -47.7 44.4 43.7 -57.7 44.4 SUBJECT TO COMPLIANCE VVI frH ALL FEDERAL 1.2 7.9 43.3 -56.8 43.6 -57.2 43:9 -57.6 42.8 -46.8 43.1 43.4 -47.4 42.8 -55.9 43.1 43.4 -56.8 42.3 -46.3 42.6 -46.6 42.9 -47.0 IPA 41-55.1 92.6 42.9 -55.9 42.4 -46.5 42.4 -55.0 041, 41.9 -46.0 • 41.6 41.9 40.8 41.1 -45.2 41.4 -45.6 40.8 -52.4 41.1 -52.8 41.4 -53.2 40.4 -44.4 40.7 -44.8 OF x• S 00 N Lf) CJ1 00 1.0 2 be • ••• • • • ••• • •• • • •• • •• •• • • • •• •• • • • ••• • • • 1-• 1•S • • ••• • • • • ••• • ••• • • • • • • •••• ••• • • • •• • • • •• • • • • • • ••• • ••• • • • •• •• • ••• • • •••• •• •••• • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • �. 0 4.d FAMILY LAUNDRY .• k KIT 4) LOFT SD GARAGE. a •'3 DINING ENTRY. ?•a 2.• BED BATH sit iecl i 2.v oo BATH BED 14•� Y• • 6•0 38 X 58 1 /4 (+/-70) FL 16177.1 1/4/2018 Florida Building Code Online riFlorida Y=444,:press / OFFICE OF,TTHHE SECRETARY. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User Product Approval Mere' > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R2 Revision 2017 Approved 0 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 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • •• • •• • • • • • • •• • 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 the Lucas A. Turner 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 Rai Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16177 R2 COI EvalReport812C.Ddf Standard Yea[ AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R2 II CWS-812C.Ddf • •' • ' • • • •• Verified By: Lucas A. Turner 58201 • • • • Created by Independent TRi;c arjy: Yes ... . Evaluation Reports • • FL16177 R2 AE EvalReoorf% ie.odf Created by Independent TItird'IPer y: Yes ' .•.. • • • • • • Back Next • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• Contact 114 :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-V24 • • • • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: privacy Statement :: AgLessilrility Statement :: peltundiStatement• • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reques?,4o riot 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 emaits 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: i 7.•� eCheck Credit Card Safe sccuritv.IElRICs' • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyMngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObE4bzoQ%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The producteSttiig standards performed are outlined below. • • • • • • • • ••• • ••• • •• •• Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Po4.M 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. • • • • 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified TestingTesting l'411datories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:•11S 201/2a.7!03- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 1 Q 1 /I! S 2/A440-08• 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A.:turner; PT" • • • • •• • Installation: Units must be installed according to approval document CWS-812C. •• - • • • - • Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:11+20:00 :0:::`k,,ivocREWs if 1. -., . No 58201 : I) = *: * • =• * = /% �-o: : a'c" r9 S,STATE OF �� ,� ., 0 R , �, : 8/29/2017 �'�i�s' �..,•,..�•'`ca .• Lucas A. Turner P.E. #'116i3;04XCS.;40•%% FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 11/16' GLASS DLO A 63" MAX. OVERALL FLANGE HEIGHT 61 3/4" MAX. UNIT HEIGHT 26 13/16" GLASS DLO 30 3/16" MAX SASH HEIGHT X 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 45 1/16" GLASS DLO A 48 3/8" MAX. SASH WIDTH • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • MAX.IT SIZE DESIGN PRESSURE RATING .•. IMPACT WING. •. • • ... 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT 1100 • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LucasTurne r 2017-09-22 13:36-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ........... RE rip, .4. . • 'C ENS'Q''.•4t ti : " NO 58201 :111 * * ; * E O: STATE OF •CV4 "1S,ONA ,. i.%••% 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE 1:15 SHEET 1 OF 6 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT �1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE •• ••• • • • • • •• • •• • • • • •• ••• • • •• • • • •• • ••• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • ••• • • • • ••• • • r SETTING BLOCKS PER FBC 2411.3.3.11 aattOnn rWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GLAZING DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG#: CWS-812 SCALE: 1:1 REV.: C SHEET 2 OF 6 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • c_111 r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS DRAWN BY: BAT DATE: 06/18/12 DWG REV.: CWS-812 C SCALE: 1:2 SHEET 3 OF 6 PARTS LIST ITEM PARTN DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scm. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC hterlock 28 P-069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Geer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterue Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Cover, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 REINF., IMPACT HOOK - 1112 PVC SASH STOP - 6025 3/4" 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" IMPACT HOOK S-1577 PVC SASH BTM. RAIL-6028 1 3/16" 1 5/8" 1/16" PVC SASH SIDE RAIL - 6004 /2" ' 1 1/8"' 1/16" PVC SCREEN CATCH - 6013 REINF. BTM RAIL-1699 ♦•�:rJ PVC SASH TOP RAIL-6027 FIXED RAIL - 1836 9/16" 1 5/16" 045" PVC FIXED RAIL COVER - 6063 5/8" 1" J��LJ 1/16" FRAME CORNER CONSTRUCTION WINDOW SYSTEMS r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT 5/16' PVC SCREEN SUPPORT - 6014 REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 • • • • •• • • •• • •• • • • •• • • ••• • • a • • • • • • 1/t• 5" �{ 3/16" T IIh I 3" ••• 4.: Try • • •T • SCREW SUPPORT-3113 • • • • • • • • • •• • • • • • • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • . • . . —s • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL ,,,,PtsORE W ,T,,ii C E N eF 9.PI:S JNo 58201 :Ii1 0: STATE OF •:,:7UjU " %.":4 o R O P,.\`J SfONA 1�a`,`� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: BAT DWG N: CWS-812 SCALE: 1:2 DATE. 06/18/12 REV.: C SHEET 4 OF 6 6" MAX. (TYP.) 6" MAX. (TYP.)- 4" (TYP.) 17" MAX. O.C. (TYP.) 10 1/2" MAX. O.C. (TYR) 10 1/2" MAX. O.C. (TYR) 4" (TYP.)- 4" (TYP.) 0 X NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. SEE NOTE 2 INSTALLATION ANCHOR (TYP.) MTG RAL 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 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. 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 BE PROTECTED TO PREVENT REACTION. •• ••• • • • • • •• • • • • • • • • • 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BEUS11D Ml S1/1B9TRRTES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • • • • • 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • ••• • ••• • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD ANDIAETAIL. • • • • • • • • ••• • a • ee 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGIN OF R �OF b A�VDINSTALI.ECITCORANIFE�c WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASON Y BSTIRATES MAYi1OT DE CRACY(6L• • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • a • • • • it • • • ••• • • • • • • • • • •• •• • a • •• •• ••• • • • ••• • • C2150 tom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG 6: REV.: CWS-812 C SCALE 1:15 SHEET 5 OF 6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPRSVEDJNSTALLnTION FASTENERS ANCHOR TYPE MIN. EMBEDM CONCRETE (2.0 KSI MIN.) 3/16" fTW TAPCON 1-1/2" 1-1/8" HOLLO 1R" DW TAPCON 1" ---"--"7r CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16' fTW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YELD MIN) #10-16 HLTI KWK-FLEXOR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125" 7/16" SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INSTALLATION„Pr ANC OR '! P Hair IN SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER BBii) HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE •••Pdh TBCtsrn"y"•� • BY IN AL -LW. • NSI a 01411- • • • • • • • • •• ••• •• • • • • • HORIZONTAL SECTION BBRFRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • FIANIGE RE♦41OVAI•NiOTE: PARTIALLY•OR FULLY REMOVING THE FLANGE, • • UP•fO AND INCLUDINI A BOX -FRAME TPLICATION IS ACCEPTABLE PROVIDED: • • • ••• • • • • -SIN. 1/4"FIIALEI OG CONSITRUCT•ilOM-GRADE ADHESIVE CAULK IS APPLIED • INSIDE ANDIOUTI•FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG REV.: CWS-812 C SCALE 1:2 SHEET 6 OF 6