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WS-15-2118 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241798 Permit Number: WS-8-15-2118 Scheduled Inspection Date: September 21,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BRADLEY,JAMES Work Classification: Window/Door Replacement Job Address:30 NE 106 Street Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060060 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)7924415 Building Department Comments REPLACE 10 WINDOWS W/IMPACT. SIZE FOR SIZE Infractio Passed Comments INSPECTOR COMMENTS False iij Inspector Comments Passed t; Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 18,2015 For Inspections please call: (305)762-4949 Page 18 of 34 A Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 F Phone: (305)795-2204 Expiration: 02/22/2016 Project Address Parcel Number Applicant 30 NE 106 Street 1121360060060 Miami Shores, FL 33138-2035 Block: Lot: JAMES BRADLEY Owner information Address Phone Cell JAMES BRADLEY 30 NE 106 Street MIAMI SHORES FL 33138-2035 Contractor(s) Phone Cell Phone Valuation: $ 14,664.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 10 WINDOWS W/IMPACT.SIZE F Available Inspections: No of Openings:10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:1 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 DBPR Fee Invoice# WS-8-15-56783 $3.00 08/26/2015 Check*20627 $ 183.00 $50.00 DCA Fee $3.00 Education Surcharge $3.00 08/20/2015 Check#:20917 $50.00 $0.00 Permit Fee $200.00 Scanning Fee $3.00 Technology Fee $12.00 Total: $233.00 In consideration of the issua ce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and*h stri conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permass me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT C L, L BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAV11T. i that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct! z n'h . rm e,I authorize the above-named contractor to do the work stated. �— August 26, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 26,2015 1 V 1 Miami Shores Village g Building Department AUGI 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Y., Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. W PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 30 NE 106 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-006-0060 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):JAMES BRADLEY Phone#: Address:30 NE 106 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$14,664 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: REPLACE 10 WINDOWS W/IMPACT. SIZE FOR SIZE Specify color of color thru tile: Submittal Fee$ Permit Fee$ _ 'Co CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 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 estimated value exceeding$2500, the applicant must promise in goad 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 pasted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sig Signatu er o gent Contractor The foregoing inst owledged before me this 16 The foregoing instrument was acknowledged before me this day of ,pDf-11751_ ,20 15,by J A-M55 15 2Ab-eY day of ,20 95 ,by 11�P`tNa� 't• �BQ?_UE , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did t. NOTARY PUBLIC: ��`"" .eon ANTONIO HE V REZ NOTARY P IC: W COMMISSION#FF 164915 ( v * EXPIRES:October 1,2018 G p Sign: �r°'FOFa�``Oc koWedThruB*tNotery8W0d Sign: Print: 1074ro '"��� _ Print: My Commission Expires: My Commission E ires. %*'•� . „ ,nH���s�•n�x�+axx��x��rox��.��xa �� x��.����n������.��x�+..�:�:���x�������s�����.������axa��.���+e��a���+ra������ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/20M1)1 Revised 07/10/O7)(Revised OG/10/2009 H Revised 3/15/09) Proper.y Search Application - Miami-Cade County Page 1 of 1 Summary report Generated On:8/13/2015 Property Information r Folio: 11-2136-006-0060 Property Address: 30 NE 106 ST �r Owner JAMES D D BRADLEY 30NE106ST Mailing Address ,MIAMI SHORES FL 33138-2035 ;� < Primary Zone _._---�'1000 SGL FAMILY-2101-2300 SO 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY. 1 UNIT Beds t Baths f Half 31210 Floors 1 d, Living Units 1 � Actual Area Sq Ft ----------- Living -- -Living Area Sq.Ft Adjusted Area 1,477 Sq Ft Lot Size 9 225 Sq Ft Taxable Value Information Year Built 1944 2015 2014 2013 Assessment Information County Exemption Value $50,000 $50.000 $50,000 Year 2015 2014: 2013 _._ ___- Taxable Value S154,099. $152,480 $149488 Land Value $163,894, 5154.253; $87.509 __.. _. _-- School Board . Building Value $103,3931 $100.791 $100.864 - Exemption Value $25,000. $250001 $25.000 XF Value $18.916 $19,161, $19,407 Taxable Value $179,099, S1177,480! $174,4$8 Market Value $286.203' 5274,205 4 S207.780 _._-___ _._-.___... __ - _ _ City Assessed Value $204.099; $202,4801 $199,488 Exemption Value $50,000 $50000 $50.000 ; �- Benefits Information Taxable Value $154,099 $1527480 $149,488 Benefit `Type 2015 20141 2013 Regional Exemption Value $50,000 $50,0001 $50,000 Save Our Homes Assessment _ Cap Reduction $82,104; $71.725'. $8292 Taxable Value $154,099 $152,480 $149,488 Homestead Exemption 525,000' $25,000 $25.000 Sales Information Second Homestead Exemption 525,000 $25.0 $25,000 _ Previous OR Book- Note Not ail benefits are applicable to all Taxable Values(4 e.County, Prices Qualification Description Page 9e School Board.City,Regional). 02/01/2008 SO`,26318-2564 Qua]by exam of deed Short Legal Description 02/0112002 $210,000 20215-4409 200$and prior year sales;Qual by exam of deed DUNNINGS MIAMI SHORES EXT 2 2008 and prior year sales:Qual by PB 41-78 Q6101/1990 $92 000 14595-3046 exam of deed LOT 6 BLK 202 - -- . . __—.___.__ _ ___ __. W_..__ _ _.______—.__ 2008 and prior year sales,Qual by _ _-._ LOT SIZE 75.000 X 123 07/01!1987 $$0 000; 13357-2017 exam of deed OR 20215-4409 02 2002 1 The Office of the Property Appraiser 4s continually editing and updating the tax roh 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/lwww miamidade.goviinfotdisclaimer.asp Version �1tlp:/�4�'ii'1�'.11lloll��lode. OL'�pt"tlpet't}`SC�11'C�1' 8/113/2015 5 .® a apad En9lneedrtg Coneultenth,Irlc. �.eluEpp Wdtd Velockes N South Florale arj 1509 SW 30 Avenue,sulfa n720 ,� ya, Dade Broward Palm Beach Boynton Beach,FL 334326 u a a FL CA 6009217 Risk Cat1 165 IR6 136 Lowriskmhtmnans sheds 5 s ^` Risk Cm.2 17S 170 170 Famil Resid- �aar .S}� Rick Cat 3&4 186 180 180 Fsuntiel Facilities ��, q h (GCp-GCp Intstuctions amt RmimRerm of Use 1 Charts rovlde whMpressures basad on the mean roof helght And shag not exceed 80'-0'. 2 n ressurea ere for an endosed shutters or other ftnpact resistance protedon r utr V(mph) 175 1620 F13C for 1-IVHZ,or Fig 26.5-1a 3 User shell determine the mean roof height(Eave height-Roof Peak 2. Risk Category 11 Table 1.5-1,page 2 4 End zone distance Is the lessor of 10%of length,10%of width or 40%of the mean roof hefuht and not less then T-T fixlwsme C Section 26.7 5 If 501.of a component Is In a parUmdar zone then that component la considered to be In zone with the majoft of the area.It quedonable then place In Zone 5 Kd OAS Table 26.6-1,pegs 250 6 Each component,window,door,mulibn has a tbAory area that Is area to be used.Area of oomponents to rounded down but shall not be less than 10 ef. Kzl 1 Figure 26.8-1,page 252 7 For NOA's that requhe a Kd=1.0 then mutUply the values Rated herein by 1.18. (3Cpi CAS -0.18 0.55 a Wind res are based on Allowable stress d n. pitch ofroof 3112 14.0 degn- 9 MMQ-Rated herein we vagd for Exposures B and C and exposum D.(max roof h ht 301 theta 14.0 degees 10 Charts and values(fated herelh are only vaEl when ftned,dated and sealed by Gary McDou le PE 656214 or Mark LeBlanc PE 635893 11 Wind deOgn pressures are calculated tn accordance with ASCE 7-10 Method 2 12 No reduction Is taken for slopes less than 10 degrees. Area ofoomponew Area ofoomponent Amofconrponad Amofcomponent Area ofoonvomw Am ofcomponew Ates of A-of Area of l Area of Arca of oomponent 10.0 of 15.0 of 20.0 sf 25.0 d30.0 sf 35.0d 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 sf Mean Roof Height one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 154 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 116.0 -39.0 -45.2 -38.6 -44.5 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 42.4 -51.3 -42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 -40.3 -47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 -42.5 -51.1 742.1 -50.4 41.7 49.6 41.3 -48.8 40.8 -48.0 40.4 1 -47.2 -40.0 -46.4 -39.6 1 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 1 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 -41.8 49.4 41.3 -48.6 -40.9 47.8 -40.5 47.0 40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -52.9 -43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 ,40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 -44.9 -54.3 44.4 -53.5 JO. -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 14.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 .45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 -42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 -44.2 -S1.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 '42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40,0 40.0 39.6 39.6 27 49.2 -60.7 1 47.8 -58.1 47.3 -57.2 1 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 1 -50.3 45.7 0 .2• • 44?• :43 •X3.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 0-61.2 48.2 a•-56.5• •-47if i p -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 44.0 -50.7 46.0 14.6: 4:6 �4�1.2 014.1 43.6 43.6 :43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 '40.7 40 7, 1?�f .4i !�;�ag•� 29 49.9 ".6 •48.5 •-59.% *-4W •-58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 ,52:0 ®-44:3 -511 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 j0:9 °.40,5>. -4.15,, 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 45.�' r-32.3°° °33 qe,`' ,� • • • • • • • • • • o ®o J� �d EV AVG.. . . . . . . . . ►�1G • .• .• • . • .• .. c, MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:30 NE 106 ST MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -43.4 54 x 501/2 NO NO YES 2 1� 1� 1� 1� 3 541/4 x 381/8 4 FL16177.1 +70.0 -70.0 35 7/8 x 501/2 5 .(. FL16736.1 +60.0 -60.0 73 7/8 x 50 3/8 6 .l, FL16177.1 +70.0 -70.0 -53.6 36 x 50 3/8 .�. �. .�. 7 35 5/8 x 491/2 .J. •L •L 8 FL16736.1 +60.0 -60.0 72 5/8 x 491/2 9 1l 1� 1� 72 3/4 x 491/2 10 FL16177.1 +70.0 -70.0 36 x 37 3/4 .�. �. .�. • .•• . . • • . .. .• •.• •. • • • .. • . . . • • . • • • •. . • • ••• • • 7z5/8 X 491/2 LL Al I ' I Uh 35 S/8 x 491h (+/-70)FL16177.1 " I ! _ 723/4x49112 . .i. +. _.+._i. �. i �. I • ..i I �r. . I i. T. �.... i I (+/-60)AA • ! t i j i ! ► I i 1 . 36 X 50 3/8 i i I 'J. uZ (+/-70)FL16177.1 ! ! J i } I `..{_ 1 1 ! i 36 x 36 3/4 I I 1 - I - 1 ._. 7 t6tnt 3 i• w � I i •'.I y p i i IL 73 7/8 x SO 3/8 (+/-60)FL16736.1 357/8 (*/-70)LL exag h: Z P(1 '' µ. i '� { 1 � 1 -- - � 1II.' ., ,.. .! i � � � � �i• j 1 � .E .{ i 1 �` . O ala '� 1 i 1 •N I i 1 t i , • .I 4 �•� !•3.•..+ •,•• - y..;,l ..j _i. E E �._.; I > .� ` i..s �.±... i I ..L 1, , 4 ®�, r . •, •i 54'1 4 x 381/8; I 5a x so 1iz ! i ' j ; _! .1 w • e .� •'�: • ;•. +/•80)FL16736.1 { I 54 X 501/Z ; .f 1111 1 j � J• 4. g ' c*1-60)FLt6736.t _ ; (+1-60)FL16736.t t ; • j.. .,.! �.� ��* i 1� � �.1.'•_�._i._I I' _� .j. _..i 'i_:_ .�....i_. ..;.�_ - i � , s... .i _I ! rd''� �. . . i t ,•fit-i •i { 1- ---�•_ i .�_ _ I —r" (.. _I .y .j 1_ _ �.� ..�_) ; .�..,.. r.. I ._ f Florida Building Code Online Page 1 of 2 FlOD�Depumw1d ecis Home [ LOQ In l user R gmration ! HOtTopks I Submit Sun hinge stem&FsCW i NbIN 57 om Frl--izff( ;Wn--11 BusinesProduct Approval 'rofessi nal Ute:F-mbrthor Regulation Pteduct Aooroval Manu>Fmd=or Annlleatlan SmgM>Amilmiian Ltvt>AdpACNlan DMH rh^" FL# R-16177-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss6cws.tt Authorized Signature Koss Erin ekoss@icws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received 0000 • • 0000 0000•• Florida Engineer or Architect Name who developed Lucas A.Turner •••• •• • •• the Evaluation Report • • • • Florida License PE-58201 •••••• •• • •••••• • Quality Assurance Entity Keystone Certifications,Inc. 608960 • • 0 Quality Assurance Contract Expiration Deft 07/21/2020 •••• •• • •••• Validated • • • • • By Steven M.Urich,PE see* • •• ••••• Validation Checkllst-Hardcopy Recalwee:••• •••• ••••0 •0 •• 0000 0000•• Certificate of Independence FL16177 R1 COI EvalReo CWS-812lnSIIlAnehl odf •• • • :000:9 0 0000•• Referenced Standard and Year(of Standard) i' [Q • • • YOU :Soo*: AAMA/WDMA/CSA/101/I.5.2/A440-08 •••• 04 M 0 a ASTM E1300-04 002004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By htip://www.floridabuilding.org/pr/pr app dtl.a x?param=WGEVXQWtD 4n 1 ... 6/24/2415 SP Rv}rf g� �3' � Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Data Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products PL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limit!of Use Installatim Instructions Approved for we in HVHZ Yes FL16177 RI II CWS_8l2B(SH-8100.IMP,NoSillAnch).odf Approved for use outside HVHZ-.Yes Verified By:Lucas A.Turner 58201 Impact Rroistimb Yes Created by Independent Third Party:Yes Design Pressure+70/-70 Evaluation Reports Others SH-8100 PVC Impact,no sill anchors required. ELI6177 RI AE DuPont PVB NOA 13-0129 27.odf Safety glazing required on outer lite above 30 ft.In HVHZ. FL16177 Ri AE EVaIRep CWS-812B(SH-8100.IMP. Glass compiles to ASTM E1300-04. NoSillAnchim f EL16177 Ri AE Quanex(Mikron)NOA 12_-1017 02.pdf Created by Independent Third Party:Yes back M® ::X940 North Menv�e�.eer.Tagahassee FL 32399 Phone:85e-467-1824 The Shoe of nodda Is an AkMOD ampbyer.foavrmhr 2007.21313_Stare of Florida.:: ;; Under Florida law,onall addresses are Public rte,u you do rot want your&=W address ndeesed N response to,a public-retards requasL do not send dectranic mall to this entity.Instead,conlact the ofACe by phone or by traditional mall.If you have any quesdom gleam contact 850.4971395.+Pureuard to Section 455.275(1),FlWda Sam,dracthre October 1,2012,licanseas llcanW under Chaps 433,F.S.must p Wo the Department with an emaU address 8 they hava one.The eaads provided may be used for off dal communkathe with the Yoerrsee.Howaver earn addresses are pubftc record.H you do not wb h to supply a personal address,please pmvide the Department with an arrw0 address which can be nwde avallalde to the publlr-To determine Ifyou are a Ilcerraae wrier Chapter 455,F.S..please click ll&IL• Pnodutt Approval Aeealft ®®®® mit•rnuts 0000 00 0 0000 • • 0000 0000•• 0000•• •• • 0000•• • 0000•• • • • •0000• • • • • • 6414,60• ••0.00 0.00 0000• • •0000• • • • • • • •00.0• 0000•• • • 0 • • 00.0 • http://www.floridabuil ' .or r/ r a dtl.as x. aram=wGEVX 4 10 ... 6/24/2415 � 8/P P _ Pp_ P `�P Q�9�'Yf ng� Y URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44"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 5'h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02J04/05, 1996-02/04/06/09,and AAMAIWDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sear by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in 0/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • 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(I/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.Q.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fm8". that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this 0 0 0 •• product. ...... .. . ...... Certification of Independence: I do not have,nor do I intend to acquire,nor will Iacgpi a fin4wial. ;'•'•; interest in Custom Window Systems or in any company manufacturing or distributing'predwIts for Wriirb' ..... this report is being issued. I do not have,nor do I intend to acquire,nor will I acquirepa f m�cial intemmt •.:.. in any other entity involved in the testing or approval proemof this product. •• •• •••• •••••• . . . . ...... s fi9REW r ...... ,,".moi; No 58201 ,V ? :*t 4/1812015 %'o .ac: Lucas A.Turner,P.E. $Tag0hF Z. ;+Gur�' FL PE#58201 IF '�;�* ••••R••�• '�•►' Lucas A. Turner 2015-04-18 22:20-04:00 taGluEpa�RTES: (��f� SINGLE HUNG - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFAO7UM TO COMPLY WITH THE FLORIDA BUILDING CODE(F BC).CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 19tH'!SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA.FLORIDA 34474 IN ASTM E 1898 PER THE FBC. WWW.CWS.00 Z.GLAZING OPTIONS:(SEE SHEET 2) .�11e'Max OVERALL FLANGE WIDTH 3.CONFIGURATIONS:MW. 81 OL}PVC st 718"MAX.MN IMT WIDTH SINGLE HUNG [F�--471/M9"GLASS DLO 4,DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-94, AITBASED TEST PRESSUREAND TESTED PFMWAn:E WATER GLASS N ASTM E-1300.04. 63' _ __ __ 8.ANCHORAC�tE:THE 33 I&A STRESS INCREASE HAS NOT BEEN USED D OVERALL I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD HEEONT ANCHOR CALCULATIONS, B l O I g �13n8' e,PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE a _ GLASS LO a NOT RECLIIRET]. �r 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT W MAX I USED AT FWD MEETING RAIL AND JAMB. UNIT � 2 HE It SERIES!MODEL DESIGNATION SH41100. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p I X-OPERABLE SASH,O-FIXED SASH ® d z X18- I 7!r It SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH I GLASS LOCATION,HEKWA e�NµORES•4i I B DLD 11,EXTERNAL WEEP SLOT-IM'x 1-114°LOCATED 4'FROM BOTH ENDS, 'd��p 6£Nyq `Qye� O W 5=01 y - -- - TumorAp1.y,�TATB OF �. Lucas W 411 •°�.1.�tee D r 9 A 15:1544:0045 111W — �''h�+�np n `•• GLASS DLO 48MMAX WIDTH 4111/20Tb LUCAS A.TURNER,P.E. FL PE @ 582D1 •• •e• • • • • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • P14.941-3W1574 •• '•• •• ' • • •' GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES 3 ELEVAnOI%r 1 .e. . .. DESIC7N PRESSURE GLAZING DETAIL................_....,..,...2 a MAR. UNtreSIZE IMPACT RATIRIC BAT a 8112 SECTION VIEWS.--...................&......3 • • • • • • • • RATINGS • . EXTRUSIONS&B.O.M....—...........a.v4 • • • • e ANCHOR SCHEDULE&NOTES.---.ws .. 1-71W 7C -W4• +/-70 PSF LARQE MISSILE IMPACT GWS-812 e INSTALLATION DETAILS.....__-1.2,1E • • SHEET 1:15 1 OF6 • • • • • • • • • • • •• •• • • • •• •• WlIWWW=rEMq5s 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.C".CC 81W PVC SINGLE HUNG IMPACT tq N is W � O 71V OVERALL INSULATED GLASS 7J9"OVERALL INSULATED GLASS � m lAr ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED 7718'AIRSPACE 7tIW AIRSPACE 6J19"LAMINATED GLASS E71 E"LAMINATED GLASS 1AP ANNEALED lAr ANNEALED 77•pp�CCC .090'PV9INTEfIIAYER BY DUPONT AW PVS INTERLAYER 9Y DUPONT IAr ANNEALED 118"ANNEALED G D101ASEAL 9Y TRUSEAL DUFMEAL SY TRUSEAL PURFECT GLAZE"H"OR SIKAFLE%952 PURFECr GLAZE 9P OR SIKAFLEX SM T IF 1 1 G12' LASS SITE 1 1PY GLASS SITE oer"dORE11V�shi�� A cj,...y 68 N��a�•Q�� J'Uy N. ffiTA1'E OF FIXED LITE sASH uT� 411112016 LUCAS A.TURNER,P.E. PL PE#58201 •• ••• • • • • • •• 1238 JABARA AVE, • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 GLAZING DETAILS umulwgv— • ••• • ••• • • BAT 06/18/12 • •• • • • • • • • • GWS-812 B SHEET 1:1 20F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INTERIORVVIMDcwmnmo 1800 SW 44TH AVE. MALA,FLORIDA 34474 i %".CWS.CC 8110 PVC ® SMOLE HUNG IMPACT TTrmit o SECTION H B ice° NOTE:LEFT SIDE SHOWS FIND SECTION VIEW, RKM SIDE SHOWS SASH SECTION VIEW. 4 m €� W ir0 Ld 9�ITERIOR m < pz ..'Jolulift ,a Ne 58209 1 `cLL sTATL OF lea Z�- fe �� s 4111/2015 2 LUCAS A.TURNER,P.E, FL PE*58201 • • • •s 1238 JABARA AVE. • • • • • NORTH PORT,FL 34289 • •• • s • • • PH.�1-31�-1574 •• ••• •• • • • •• SECTION A-A SECTION VIEWS ••• •i• ••• ••i ••• ••• BAT 05118/12 NOTE:ITEMS NOT SHOWN • i i i • • ••• CWS 812 B 20,M26.36-37,44.51-52,5687 • • • • SHEET 72 30F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARISLIST PRAMS CORNER RENT PARr#� DE91 rR1N VENDOR MATERM a tf8• CONSTRUCTION 1 H4W Main Fr..SH,v#R .,PVC Head Mikon mnvl 2 94p,41 n Fr.,SH.vAl.,PYC,Bill Ikron Virtgl t 15!16, WiPIDOW&MnXm 3 H�031 Mata Ff., H,WFIg..PV -LJb. mkw Virryrl 1 --23N8° 1800 SW 44TH AVE. 4 MW Main Fr.,SH,WFig.,PVC,R.& M&ron VI 1 3 6 OCW.h.%70A 34474 8 84677 kn n�rlt Alum 1 WVJIY. B.CC 8 H-8027 9B6h Meet.FNN PVC Mtkroo 1 211/16' 4 15/B° 15dB •1492 Reim.Sfth Meet.Reel mark Alum inti' tne' ine' CORNER WELD 8100 PVC 10 6028 Seth Bottom Hall,PVC M&mrS Mnyt (ALL SIDES) 12 H-ssDa sate sm sot.Hell M®wn vltiyl 1s SINGLE HUNG 13 S 14� F z. S.7/8' . PVC FRAME FLANGE4M1 PVC SASH UTNE RAIL4M PVC BASH TOP RAIL-602T IMPACT 14 S•6061 .Btl.,7/8' Vitly 18 8 13 Scm. ,PVC.Hoff Vhryl 19 8.6014 Sfxn. PYC,VUR. Mikron I :iv TTT1 20 Bath top/Flller,P ,Vert. mw"n I 24 P-1 Will eemam,SBH Keymark Alum W/e 13M6° c FF25 P59 Sash Cam. Y BSI is m 25 P,3048 To. i 191 B8 1/1� 1518' 21A3 1116' �p MEMO RAIL 27R3768 Lock, PVC Unerloo inti' SCREWETOGETHERvyiTll N 28 impact,PVC Ilderlock ac 30Weep cow wV Fl C38Bf plggdo REMF,IMPACT HOOK-1112 1� Wtt .,0270 x.187 FlnSeal Ultrefab PVC BASH 81f RAR-80lM FOM RAIL-1836 37 98 x 2 P Mod es,Type A 2 Fatter�t Steeltu Ir 38 98 x 0.625 Ph PH Hub.: Steel 15/i118x1.250PhFHTEKeel 1 ire'48 x 314 FH PH wf98 Head.TEK, steel 6+16' ou 0 iPG° i-�� 44 Seem 8 ,8M�D4 Schnee 71t' 1 1 Wt8'45 PI ,1 le 8M 47 P.4tL48 B&aflax 552m PWiec1 Qleie'FP 6 y v16- vts' �� 1ne m Q x 49 P� Set.Rik.,85t11u.,118'x518'%2' F.Lowe Rubber PVC SCREEICATCH-6013 PVC FIXED RAR COVER-604 PUCSCREEN SUPPORT-601a �p �]DRE�O�i• PVC BASH STOP•80� SI P-3881 Tempormy 1� ) ��? .�iCBk$• ,Q•y 52 P-3813 S o ProLabel t r F3 Stith 9 HEET2 Q W r 314' Be114' 3'r N• 58201 S 54 Fix EE SF�ET2 GLASS 58 P;f281 Duraseal t i5f18' 1CIg. r 8 IV t a� t IaC 62 �218 Screen Frame, A u n tnc 1nS �- � S STATE OF 4l ��z r�arF 83 P-3218 Frame,Vert. Allmetel Tarr �' -' 64 P-3321 Screen Fr6m8 r Key Allmatai Pim REiNF.9 S RJS B.FL-1498 REO .BTM RAIL-1699 REO .TOP RAIL.ta87 PVC pLA2alQ BEAD s084 yyFN, p p`y.� 6S P-3581 Sci m Cloth,18 x 16 F erose 1�6 nh,,101rnnt�'", P-3228 creti3n 8plirre .155 DIR.,Sk. � 67 P Soreen Pull Teb mmR Alum 88 P-M8oreen SS Fl.Samen 4111!2016 13 RMS-121IN PVC .Pimlkm LUCAS A.TURNER,P.E. 71 H-18M Atom.Ffxgd RaI Adam 0 3M6. FL PE 9 58201 72 5-8069 Cow,Fhred Flotl m Vhvi O 1239 JABARA AVE- 73 -1112 ReilibMuinem,impact Hook K6Ymm& AN, •• ••• • • • • • NORRT1 541-380-1974 74 P45 41 98 x 1Pd',Pan Heed TEK Fatterrel Steal • • •1 • • ' 1 ems i i•i •• 1Pd° . LME ITEMS NOT USED: '• •i • • • • y18. b,7,11,16-17,21-22,29,31,33.38,41-43,48,49-50,63.57-61.89 •• •So e IF BUM AND EXTRUSIONS V78' }' SCREW SUPPORT-3113tuvmm . • ••• W4PT F o ••• ••• BAT 08!18112 • • • • • • • MGM • • • • • NOTE:ALL EXTRUSIONS ARE ALUMMUM 6063-T8 UNLESS OTHERWISE NbIED,i• � i o i • • ••• i i GWS-812 B ••• • • • • ' 12 SCALE SHEEP 4OFS • • • • • • • • • • ••• • • • ••• • (P MAX MP.) tr MAx D.C.mp.) wlNDow mffnm (r MAX MP.) 1890 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.cays.cc tour 1N67E2 I"00 PVC mP�' SINGLE HUNG INSTALLATION IMPACT 1NNCH�t(TYP.) 1 h N I 1 � I 1 ,off Xo MAX D.G. lu (TYP.) 4 C(TVP.) NO A 04ORB RE(IUIRED IN S LL flR LAYOUT-tFLANGEI s`.�O�••No 58201•t�,� 1 9 =*c NOTES: * :aa 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ty�NATE 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE i/4'. USE SHIMS WHERE SPACE GREATER THAN ims,IS PRESENT. LOAD BEARHJG)SHIMS SHALL BE �i4��4Ofgpl�l4��`,11i 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 S, x� 4/11/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 9$3=1 VE- S.INSTALLATION ANCHORS SHALL TE IN ACCORDANCE WITH ANCHOR MANUFACTURE, 7 INSiRUSTIdNB►AND ANCHt>Ti8 SHALL NOT BE ICED IN SUBSTRATES WITH STRENGTHS LE8S THAN THE MINIMUM NORTH POAT,FLJABARA A34M SPECIFIED IN TABLE 1,SHEETS. • ��Sa * * • •• • • • • • PH.941 X80-1$74 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSIMAR STli0E0oFOR &&&NGS,EMBEDMENT SHALL BE BEYOND WOOD BUC(S,IF USED,INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT-RULED C IJ MAY INCLUDE MUT D��11Ot X g1.ICKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS SMVt&THE PRODSTRATE. NOTES 7.A MINIMUM CENTER•TOCENTER SPACING SHALL 13E MAINTAINED BETWEEN ALL FASTENER&7 FOR MASONRY,11 FOR WOOD AND METAL 8.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BEVROM R&DES 81* ARc:rf►TEpT OR(ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. BAT 08/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS ASI•SHOWN 0 TABLEI•S S• ONCRIiTEM&MABONRY SUBSTRATES MAY NOT BE CRACKED. es • • • • • • • CWS-812 B 8.SEALING AND FLASHING STRATEGIES FOR OVERALL.WATER HESIBTA`NC.E,�INS( MAAM* PA*LL*OE HONE Bt p'MEIt0bLLOWING THE CURRENTVERSION OFTHE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS),FMJVAAMA 2OWLANGE WINDOWS),FE MA=(BCX WINDOWS,,qFMAJAAMAIWWNA M(EXTERIOR DOORS) SHEET 1:1$ SOFS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MR EMBEDMENT MRN.EDGE DEBT. SEE TABLE 1 SUBSTRATE SEE TABLE 1 1/�MAX SHIM SY TTHA R 1 IBM SW 44TH AVE. SUBSTRATE BY OTHERS OCALA,FLORIDA 34474 SEE TABLE I W W W.CWS.00 PERIMETER SEALANT SEE 1T ETABBLED118T. 811 PVC IN IDE ANDER SINGLE HUNG INSIDE AND our INSTALLATION ANCHOR SEALANT LLAANGE BYE�ALLER SEE TABLE 1 IMPACT 1/4'MAX.SHIM tt} N PERIMETER SEALANT BY MISTALLER gY d $EETARLE INSTALUE 1 I IANCHOR MIDI!ANDOUT SEALANTBI� HORIZONTAL SECTION a CONTINUOUS DOUBLE ALAN'BEAM of B 8 z TRF e�U1�D SEALANT AROUND 8 TYPICAL JAMB AINCHORApE PERIMETER AT ALL 2 CATED POIMS ff{ 1C BETWEEN FRAME AND BUCK BY INSTALLER O i 1u°MAX BMWSEALANT FLANGE BY�R�TALLER 5 Ytl o PERIMETER SEALANT ca <By Z MK EMBEDMENT INNSIDE AND OUT SEE TAKE 1 �,,,•N E�pyi� 0'4 Op�.y�G@A13 G��,� SUBSTRATE BY OTHERS �v� N• 58201 9 y E BY SEE TABLE 1 MIN.EDGE DIST. SEETABLEIonto Q: * ga 8 1YPICAI.SNLLANC�►tORAGE ��.��BTATNi OF fi�ut�, LUE Nmm� 4111/2015 TABLE 1:APPROVED INSTALLATION FAST DUM LUDAS A TURNER,P.E. SLIBBTAATE TYPE A TYPE MIN.EMBEDMENT 41�-lff PEROJETER SEALANT FL PE#58201 CXJINcIETE{20 KSI MIN) 3118"I1W TAPCOIN 1-11 BY INSTALLER 1239 JABARA AVE HOLLOW OR GROUT-FILLED CMU(i 17 PCF MIN.) 3418'I1W TSN • 1° INSIDE AND OUTNORTH PORT.FL 34288 HORIZONTAL SECTION PH.041.980.1574 CONCRETE(28b K81 MOd.) 3116 EL{%I ULTRAOpN • e 1' •• BOX FRAMERNSTALLATKXdGI�Ui FQLED CMU(ASTM Com) iNl'ELtO UL7RAC(?N 1 • HEAD AND SILLSRNIILAR FOR BOX INSTALLATION 2X MRN.SOUTHERN PRE PO.55) 3110`17WTAPCON ••rte, 7!8° INSTALLATION DETAILS OR ELCO ULTRAOON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MRN swmm Pff E(G=msp #10 WOOD SCREW 1-9N6 718' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 18 GAUGE(0.080)MSN EL STUD #1018 HLTI KWIK+M rrw •F4"THWD 0,; • • BAT D8/18l12 (J3 KSI YIELD MRS TEKS SELF-DRILLBN0 St •7HRU OAM • 7/16• • • • MIN.114'FILLET OF CONSTRUCT ION GRADE ADHESIVE CAULJC IS APPLIED p a _ 118'ALUM.(6003-75 MIN.)OR #10 GRADE 5 TAP • i i IN81DE AND OUT,FULL PERIMETER BY INSTALLER. CWS­812 B 136 STEEL(33 KSI MK) 8R01RV0 SC1 W •1BNNiU 0.�+ •AS'• • • • -PF�DUCT ANCHORAGE IS IN ACCORDANCE WITH RE000iEME NTS AS • SHOWN FOR FLANGE WINDOWS. SHEET 12 SOFB • Florida Building Code Online Page 1 of 2 Owd mal --- - �111� p jd SCIS Home L09 In i User liepist ON Hot ToPms I Submit Swcharge Sate a Fa= ! Fuad--b>n. (> a 9 + :F e M4 f Unlz I 5,m rcN Bus nes ( ProdudApproval Proiessi91 : bat Uw Regulation 111111111 2mduct Aneraval HUN a Pradud or Auffollon Search>AoofkaNen List>Applltatlan Detan FL# FL16736-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. AddresWffione/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekossocws.cc Authorized Signature Koss Erin ekoss6ccws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossatm.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows • • •••••• •••••• • Subcategory Horizontal Slider ••• i •• • • •••••• •• • •••••• Compliance Method Evaluation Report from a Florida Registers&Areta6ect or a uoensed •••• Florida Professional Engineer •••• •• • • • 13 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. • • • • 00000: Quality Assurance Contract Expiration Date 07/21/2020 • • • :00000 Validated BY Steven M.Urkh,PE • •••� i • ••• • • G5 Validation Checklist-Hardcopy Received •' • Certificate of independence FL16736 RI COI EvalReo CWS-871H rHS-8200 74x63 IMP).odf Referenced Standard and Year(of Standard) shmdata Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA(TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDqugobla/o2fZm6... 6/24/2015 • Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sununary of Products EL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Lbnits of Use Installation Instructional Approved for use In HVHZ:Yes FL16736 Ri U CWS-871B(HS-8200 74x63,IMP)odf Approved for use outside HVHZ:Yes VerHied By: Lucas A.Turner 58201 bripa t Reststantt Yes Created by independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,74"x 631,DP+/-6D psf.Outer lite In FL16736 111 AE DuPont PVB NOA 13-0129 2j.odf I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 111 AE EyaIReD CWS-8716(HS-8200.74x63. Glass compiles to ASTM E1300-04. IMP).odf FL16736 R1 AE Ouanex(Mlkron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111°x 63",XOX. Ltmlta of use Installation Instiwdorm Approved for use In HVFM Yes FL16736 111 II CWS-869B{HS-8200 111x63.IMPI.odf Approved for use outsble HVHZr Yes Verifled By:Lucas A.Tumer 58201 Impact Reststante Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,111"x 630,DP+/-60 psf.Outer Ilte FL16736 R1 AE DuPont PVB NOA 13-0129 27.ndf In I.G.must be safety glazed when used above 30 ft.In FL16736 R1 AE DuPont SGP NOA 11-0624 02.0j HVHZ.Glass compiles to ASTM E3300-04. FL16736 111 AE Evalgeo CWS-869B(HS-8200.Liix63. IMP).ndf FL16736 R1 AF_Owanex(Mlionn}NOA 12-1017 02;ndf Created by Independent Third Party:Yes • • •••• •••••• • • • • •• • •• • • Contact us;;±mn North Monrow sr.opr.TaMhar F1 UM Phe 833-487-1A n • • • • The Stebe of Florida Is an AAIM employer,C.avright 2007-.013 Slate of Flarlda.;:Frksm Statomr1t:; • • • Under Florida taw,emar addresses are public records.If you do not wont your a mall address robed In response to a pobtitenico ie requa k0a notimid • • 0lec210nic mail to this entity.Instasd,collect the office by phone or by traditional mall.n you have any Questions,pleaft anted 8!0.487.1396.*Nm altt to ••••• 5>xppn 455.278(1).FoddO Stabrtea, October 1,2012.Imes licensed raider Chapter 455,F.S.mutt pry thoftip me t with aRormf Ildress 9 • • they y ham one.The emeiU provided may be Used for affkW aom nunica ion with the 8�.Howe r anal adder are puNk record.V you su o Lvlr to ••••• personal address,Wise provide the Deparb'nent with an mall a which can be mode evalleble to the public. e if you W aQurmlar Chapter 455,F.S.,p dole d8! •• •• •••• •••••• product Appraval Amey • • • • • •••••• •••••• !H i lihb • • • •0*0000 • 00 0 http://www-floridabuilding.org/pr/pr app dtl.aspxVamm=wGEVXQwtDqu8obl%2fZm6... 6/24/2015 URETER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(F VHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) 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 5th Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not wire the use of shutters eases • May be used in the High Velocity Hurricane Zone ease 000000 • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.2 ••• ,••,•. '. ' Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-* T9.02t " ' •••• • t I have evaluated the interlayer and framing materials in these Dupont and QuaneaWAs and 44 • that they comply with the requirements of the 5th Ed.(2014)Florida Building Code lor'se in this,•• .•;..• product. • Certification of Independence: I do not have,nor do I intend to acquire,nor will I aQlui&,I financial . •••• • interest in Custom Window Systems or in any company manufacturing or distributing produsts for vXch :*sea: this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial intgrosj•; ' in any other entity involved in the testing or approval process of this product. •• • 0*01fcMIRfo %, fi �A,#tie' 1DRl I*yrG'x�,+,► _� No 58201 �: 73� y 6 � a s7ATl< F I&: 4/18/2015 i ,.o q t VV-"N r�'' Lucas A.Tumer,P.E. •r:js�'4Np,L' '�+►+'� FL PE#58201 Lucas A. Tumer 2015-04-16 22:21-04:00 GENERAL NOTES: ORIZONTAL SLIDER - LARGE MISSILE IMPACT I.THE PRODUCTSHOWN 14EREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDABUILDING CODE(PBC),CURRENT wmowmnmw EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(NVFtZ)ANA 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFaIED OCAI A,FLORIDA 34474 IN ASTM E 1886 PER THE FBC. WWW.CWS.00 76114'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:-OX',-W. 8200 PVC 74•Max.UNIT WIDTH HORL SLIDER 39•GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-mmec IN" -- _ __ __ -POSRNE DESIGN LOADS BASED ON.TESTED PRESSURE.WATER INRLTRATIDN TEST PRESSURE AND GLASS TABLES C ASTM E-1300.04. i 5.ANCHORAGE:THE 331P3%MESS INCREASE HAS NOT BEEN USED 84114" I IN THE DESIGN OF THIS PRODUCT,SEE SHEET 5 FOR ANCHOR Am FLANGEB DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD HEIGHT , B ANCHOR CALCULATIONS. S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT I , , REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w a IMUST BE G DEBRIS.ED PRIOR TO EXPOSURE TO HURRICANE WH'IDS AND 4 o x HEIGHT j59 onr 7.ALL FRAMES AMID VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT MAX f BSI USED AT FIXED MEETING RAIL AND HEAD15tLL a HEIGHT Ujp S.SERIES I MODEL DESIGNATION HS-MIXT. tO 6813n8• , S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: C Z DLO I g X-OPERABLE SASH,O-FIXED SASH tit„tom'a%,�i mot p r�� 10.SECTION CALLOUiSAPPLY TOALL ELEVATIONS INASIMILAR ���t .•^yBENg••G,p_yi� I I n LOCATION. Z'�`�C; NO am., I I I 8 11.EXTERNAL WEEP SLOT-U4”x 1"DATED 4•FROM BOTH ENDS. C C p -- 9;N STATE OF 11� 6 C�J e A -- Lucas A. �� #ol�.to.+r:.r. Tum®r �'++OVA'-mrd`` 33'GiAS2015-0411 iii'UtWo � 1r�MAX SAM WIDTH 15:18-04:00 �z 4111/2015 LUCAS A.TURNER,P.E. FL PE#53201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 342BS • • •• • • • •• • PH.941-38D-1574 • •• • • • • •• • •• ••• •• • • • •• GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS VRffM Sr GENERAL NOTES 8 ELEVATIONS...........1 • •• • • T�� DING 10/10/13 SECTION VIEWS$GLAZING DETAILS-2 MAX. UMIT SIZE DESIGN PREtSURIc TIAIQ . . EXTRUSIONS S°CCH�°E a NOMS::::::::::::: a 74°x 63" 7/- ISSILE IMPACT CW"71 e INSTALLATION DETAILS............... .._......5 SHEET 1:15 1OF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 7 1800 SW 44TH AVE. OCALA,FLORS)A 34474 1 8 W W W.CWS.CC am PVG HORS.SLIDER IMPACT as 1 g SECTION e-e I� 9 11 NOTE:FD(ED LRE AT HEAD AND SILL IS SIMILAR. a U) ,e mQz 1 4 ttlpnapf HEAD IMPACTHOOK(M.) P��d RE1M bl ~® (MEMO 338 a 3% 7!B"OVERALL ��aA�r_:s�E rice, G'� 1!8 ANNEALED or TEMPERj-# 'N• ED X01 INTERIOR 711e'AIRSPACE 5118°LAMI ' Q STATE OF _ [ryF) tArAN4EALED '�',y� 40, ,1O;i .�.�• ON YEPB40ApEp PA�ftMQ DUPONT PVB INTERLAYER •,� e�M►���`, TO HURRICANE FORCE WINDS6 4 v i (� TMD POIRM 1/e'ANNEALED 4111P209b 1 l� PL*HFEOT GLAZE W SIP(APLEc 552 LUCAS A TURNER,P.E. �^ FL PE#58201 •• ••• • • • • •• 4 1239 JABARA AVE. B 5 • • • • • • • • NORTH PORT,FI..34288 • • •• • • • • PH.941-3804574 • •• • • • ••• • 1 • • • • • • ltr GLAW BRE DESCR •• ••• • • •• SECTION VIEWS AND GLAZING DETAIL SECTION A-A 4 ummoy- ,A=Xj%WK aiTl AJ: ••• ••• ADE 10/10113 • •124 • • • • • • • ffiECT(ON C� ••• • • • • • • • • ALTERNATE FIN FRAME • •• • • • • • • • • EGLASSYPE A CWS-871 SHEET 12 20FS ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PAM LIST CORNER CONSTRUCTION ITEM PARPP DESCRIPTION VENDOR MATEFM 3116'--.1 1 K1497 IFWnf.Sash Meet.Fall Keymlak Alum 1 fPP > 2 14-109 Rein1.8-B.RJS.S.R, Kepmerk Alum a S 3 f9DDSW44THAVE. 3 H 16 Mee.Rail,FXd Kaymadt Alum OCALA,FLORIDA 34474 4 jHw"-1M15w28.0hJ'7oPfBW.TopBW.Rall Mk= PVC 211116, 1n� 3911V 1/10' 2118' 1116• wm.Cw&,CC5 F►.,SH,%f Fin.,PVC MBtmn PVC �� �6 Msat.Rte,PVC Makro" PVCL C 7 Side Rail,PVC Mlikron PYC I+t` 1:6 � „� R 6 Fr.,SK WFlg„PVC Mlkron PVC PVC FRAME RANGE-6"49 FO(F•DRAIL-1838 FM SU9en Pull Tab Summft PVC FRAME FWffi 6 ' 10 P-3033 Isman Spring,SS Hide2 6, t 16lt8• 13n6' 11 P-3113 Screw Support,PVC Tom Plastic Rubber en 8' 12 P-3218 SCree”Frame AllmeW RoWarm a 7 4 13 P-33718 Screw Spline,.1b6 01a,Blk. Dapa 1 aB• 1 Bre• 1 sre• 1 Bt1s 14 P-471% Screen Frame Comer Kay Allmetel Nyw in61116° 1110' 1n6' FIMEEi"K9RAIL 15 373342 Seam Sear,SM-55W Schnee Sllicors SDREWEDTOpETIHER WITH 16 P-3352 Set.Blk.,85 Llan,118'x 516"x 2•Lg. FrankLem Rubber PVC SASH MTM RAIL4OBe PVC SASH SIDE RML-6 t�t PVC 3A 1 TOP/BTM RAIL4;w PvC Fcxeo RAn-oovER-w63 0 1:8 A 0) 17 P-3429 W61P-,0.270 x-187 back FinSeal, uivalab t6 18 P-3539 #9 x 314'Square 7EK 2 afro FasteW steel �• m -.W 19 P� n x IF Tnies PH WK 2 anc Fastw%W Std 0 3"ir 20 P3752 Cap Plug,112`Hole M11 M Nybn2 a PZM T�10111 ttVIV 1/96' or Oo 21 P-b250 $pfhlg LodC,Impact,PVC Interlock SASH MTG.RAIL-1d97 SASH REI1�-i8g9 22 37-4779 Roller,Tandem M&M Nylon 23 P40M #6x 1 114 Ph FHTEK,WhL Faste"al StBB1 L l t BNS Sa• 711W Z 24 P4079 Keeper.impact.PVC Interlock 1/1G• ��_ I a�,tNO yy 25 374478 Weep Catxlr vd Flap MSMREtV O� �.•�-•a T, 28 P-4638 #8 x 2112 Ph Tn=SMS A)Rx Steei PLAN VBcW-18x9 HEAD IMPACT HOOK-IBM � U16' 1116' +?p�.vi3OENg'tiA,61"vwr 27 P-49,58 Rotary Lock 8rdliv®n Zmc S.B.RJB.S.R.-1496 ROLLER TRACK-1776 ` s No 58201 Ii p 28 P A952 KeBPg. Y Lek Sullivan arc 3n6° =*€ 29 P-4» Wstp.,0.424 x.187 back Fin&tcl,Gn Ulin iab O Ile r7re• STATE OF l W 34 5.1119P-4633 Barrel Fastener Featercl stowAkan 41 1 O.qy� .. J�� 31 51112 RBinforwmerrt Head Keymaik Akan I �, 718° 6- o T�I�"1+-@_1) rirF� O A t•D..•''��4•� 32 s-t493 Rehlf.s.B.R 18 s.R Keymark Alum 1110" N-4iONAI. s4�r 34 8.177& Rollor Track Keymfltlt Alum 1/f6• PVO GLAZE8FJ4D C ZE BEAD-1112 �Npm nK 35 5.1999 Frame Hook,Hwd,knpw Keymwk Akim PLAN VIEW-= PANEL WACTCATCH-2W 36 8-21)00 IPanal Catch.Head,Impact Keymarit I Agent 112' t�Mrl are• t tu16• M11/201b 37 8.8006 AntlUtt M%M PVC 3'16' LUCAS A-TURNER,P.E.38 S-W13 Sem-Adapt.,vd Nlb,PVC Mikrmt AVC � tre 7116• 1 L PES pl as VF- SRESM_,�!_ 3•t} • • • • •• PVC SEN CATCH-6013 PVC�IUFr-G NpRTMPORT,FL34 8 5 14 m.Adapt.,PVC MBmrr PVC SUVO 13 • • • • • • • 40 84W lFbted Rall Cow Mauun PVC • • •• • • • • • PH.0413611-1574 41 iS4064 Cila2klg Bead M kion PVC • •• • • • • ••• • 9/18' 1 116• 42 GLASS ISEE SHEET2 CARDKU GLASS ••• 000 ••o ••• i i ••• BOM AND EXTRUSIONS 43 PLded Glaze^W.SkaRex 552 Nankai l slka Swcone 1118° PIRC6tR. FF" -8014 • ••• ••• •••• ••• ••• ADE 10/10/13 • • • •• • • • • • • • • • g LINE ITEMS NOT U 33 SED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TB UNLESS bTHEFrVIW*%VTED&• •• CYVS 871• ••• ••• ••• 1� SHEET 30Fb ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12112'MAX O.C.(TYP.) ) 1900 SW 44TH AVE. fi'MAX(M.) �1 (1YP.) BEE NOTE 2 4'MAX.ITMP 6`MAX O.C,(TYP.) SEE NOTE 2 W owS.CC 34474 INSTALLATION am Pvc 1 ; ANCHOR(TYP.) i I I INSTALLATION HORZ SLIDER ANCHORM-) IMPACT MAX O.C. f".) N Y 17' MAX.O.C. © X (TYP.rLu I X ' I z ckJLIs c ANCHOR LAYOUT-IFLA GEI ANCHOR LAYOUT-IFTNI p m ¢ g ,ie•�•4�DREw `g p_• �v F Na 5820'1 NOTES: III STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD. y�i $�'.h2 Ww,t 2 SHIM AS REO AT EACH INSTALLATION PL ANCHOR USING LOAD D SHIMS SHIMS_ MAX ALLOWABLE SHIM STACK TO BE i14°. USE SHIMS WHERE SPACE GREATER THAN 1116')S F�(E3ENT, LOAD BEARING SHIMS SHALL Be CONlaTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 8,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE A8 SPECIFIED IN THESE DFU4WING8 SEE TABLE f,SHEET b. 4/1112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERLUCAS A.TURNER,P.F_ BE PROTECTED TO PREVENT REACTIOM. MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE 8 58201 '�L� 1299 JABARA AVE b.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLAT(OryNrvti I FtuCrrp 4 A46 A .-__ LyNU•T BE 11SID W SUBSTRATES W LTH STREMDTHS LES THAN THE MINIMUMNORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. • • •• • • • • • PH.841-3841574 • •• • • • • ••• • ®.IN�STTAL ATIONN.EMBES SOLMENT LIIID CONCSUBSTRATE SHALL BE RETEE OR GROUT--FlFlLLECMU AY�UJG OR ST�FOR CONG MNg�� �BSu TwTEE BICE IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SLWMTE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACM SHALLBE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,I-FOR WOOD AND METAL TE • ••• • ••• • • ADE 10/10/13 8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENER$SHALL BE PROPERLY DESIGNED tY TAE AN�� R OF INSTALLED TO TRAI�FER WIND LOADS TO THE STRUCTURE t SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTB AS SHOWN IN TABLET,SwAp.66 SIjB$ SAM NOT HE CRACKED. 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALT JDA;Y OTHERS FOLLaAr1NG TH@CURRL4w1T VERSION OF THE REFERENCE DOCUMENTS: CW$B71 B FMAfAAMA1OO(FINWINDOWSLFMAIAAMA200(FLANGEWOMMS),FMAMDMA2S9(HOXWINDOWS),FMAfAAMAAMDMA300(EXTERIORDOORS) 120 40F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN EMBEDMENT SEE TABLE f SUBSTRATE BY OTHERS MIN.EDGE DIST. 114'MAX SHIM SEE TABLE 1 MIN.EDGE DMT. W SEE TABLE 1 SEE TABLE 1 BYOTHERS IPIw SYSTI348 19ID SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE W7OTHERB t/4 MAX SHIM { WWW.CWS.CC SEEEE TABLE 1 MIN.EMBEDMENT MAI.EDGE DIST. PERIMETER SEALANT SEE TABLE f SEE TABLE 1 MSIDE ANDD INSTALLER 1T INSTALLATION ANCHOR �� ,,�R SEE TABLE 1 SLIDER SEALANT BEHM MIN.EMBEDMFTJT RANGE BY INSTALLER Or MAX SHAM SEE TABLE f IMPACT PERIMETER SEALANTPERIMETER =ALLER BBYY I ALLL R IEALANT NSIDE ouT TNil- a NSYDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND INSTALLATION TABLE 11 ANCHOR SEE TABLE 1 FLANGE BY INSTALLER SEALANT MIND w flN BY RETAILER HORIZONTAL$ECTION C HOABONTALSECTION TYPICALJAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE to HEAD AND SILL SIMILAR FOR FIN INSTALLATION a z W Q 11C MAX SHIM SEALANT BEHIND FLANGE BY Y(INSTALLER � � Ijpj PERIMETER SEALANT to Q Z BY INSTALLER MONS EMBEDMENT ipunU SEE TABLE 1 `,,,SWORE 11ME AND OUT �� DRE h SUBSTRATE BY OTHERS �y�' ,� CEIV �+Q� SEE TABLE 1 �t N• 5H2O1 MIN EDGE DMT. * fY 8EE TABLE 1 A VERTICALSECTiom STATE OF Aft 8 TYPICAL SILLANGHO �.y.OR,it O L ` �+sjaNA1-�a +►h in IM TABLE 1,APPROVED INSTALLATION FASTENERS 4t�/2DI5 PRAMS TYPE LUCAS A TURNER,P.E. CONCRETE(2.0 KSI MIN.) f 8'RW TAPOON 1-112' q7/F* SEALANT FL PE#5=1 1239 JABARA AVE. • NORTH PORT,FL 34258 FLANGE CONCRETE(2 B5 KSI MIN.) 3H8 ELCO LATRACON 1'• • i AND OUT ECTIMPH.841-380-1574 FLANGE GROUT-FILED CMU(ASTM C.90) 3/18 EL{n IAMRACON 1-114° • •• g BHORIZOWOX FRAMEINSTALLATION S �T FLANGE 2X MPI.SOUTHERN PINE(".5W 3M8' T 1 • •• • • s• HEAD AND SILL SIMILAR FOR BOX INSTALLATIONOR ELCO ULTRACONINSTALLATION DETAILS FLANGE 2X MIN SOUTHERN PRIE(G=0 86) 410 WOOD SCREW 1.'J/8 FLANGE REMOVAL NOME;PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE IS GAUGE(0.068')MW.STEEL 8TUD 410-1S FILT1 KWIK-FLEXOR I1W FUU-WREV • • UP TO•AND I"ING A BOX-PRAMS APPLICATION ES ACCEPTABLE PROVIDED: umwm-w. ME- 03 KSI YIELD MIN) TEKS SELF-DRI IM8 SCREW THW COW• 7�i • • ADE 10/10113 1/8 ALUM.(8063-75 MIN.)OR 410 GRADE 5 SELF TAPP111Xi! PIN.314TIre1T OF CONE ADHESIVE CAULK IS APPLIED r.o FLANGE • • 7�18� • • INSIDE AN WDUT,FULL PERIMETER,BY INSTALLER. CWS-871 - B 1!8'STEEL p3 KSI MIN.) DRUM SCREW THRU d/Zri • • • • • PLVDL�r-*c oRAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.8011111ERN PINE(G-�5� 9 WooD SMEW 1 SHOWN FOR FLANGE WINDOWS. SHEET 12 SOFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •