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WS-16-1702 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-264289 Permit Number: WS-6-16-1702 Scheduled Inspection Date:August 01,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: ROMAN,RICARDO/ISABELLE Work Classification: Window/Door Replacement Job Address:1310 NE 101 Street Miami Shores,FL Phone Number (305)7574446 Parcel Number 1132050230010 Project: <NONE> Contractor. FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 22 WINDOWS AND 4 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-263572 CREATED AS REINSPECTION FOR INSP-261274. 7-18-16 need attachment inspection approved prior to final inspection, need to call when all openings are ready for inspection. Failed a not r day for final. Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. l � July 29,2016 For Inspections please call: (305)762-4949 Page 21 of 43 J- t Miami Shores Village �iBh1t � � ;�,:. r I'Mit 10050 N.E.2nd Avenue NE � nmM it 4SAMr ,ff1 �t1Cl l�i {rlC? 11If Miami Shores,FL 33138-0000 .... Pelfftr PPF311iTC35.;. Phone: (305)795-2204 �{ r �� p Expiration: 12/25/2016 Project Address Parcel Number Applicant 1310 NE 101 Street 1132050230010 RICARDO/ISABELLE ROMAN Miami Shores, FL Block: Lot: Owner Information Address Phone Cell RICARDO/ISABELLE ROMAN 1310 NE 101 ST (305)757-5446 (305)467-5129 MIAMI SHORES FL 33138-2611 Contractor(s) Phone Cell Phone .. =::�00�� Valuation:FLORIDA HOME IMPROVEMENT (954)792-4415Total Sq Fee Type of Work:REPLACE 22 WINDOWS AND 4 DOORS Available Inspections: No of Openings:26 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $33.00 Invoice# WS-6-16-60254 DBPR Fee $5.40 06/28/2016 Credit Card $423.80 $50.00 DCA Fee $5.40 Education Surcharge $11.00 06/20/2016 Credit Card $50.00 $0.00 Permit Fee $360.00 Scanning Fee $15.00 Technology Fee $44.00 j Total: $473.80 I In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done Py either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WI DO S,DOORS,ROOFING and SWIMMING POOL work. TI/ OWNERS AFFIDAVIT: I certify that all the foregoing info) ' to is accurate nd that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the a or W do the work stated. j June 28,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 28,2016 1 Miami Shores Village g PFCF-WRIE) Building Department JUN 2 0 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 'Y' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2p�®�� Lente BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I J(0 {011= ICU 0 3T-' City: Miami Shores County: Miami Dade Zip: 33)38 Folio/Parcel#: I 3205-, 0Z3• Col® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Z lCAl200 ALO I'IAM 6W I�A Ph n6#: Address: A 31 O W'E I O( ST' City: 0141"ll 51-co7-t�-5 State: FL– Zip: 33138 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FLZip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 55j000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE 2Z wtw00W5 bkjr,> y ®o®I?S W1II"1P1C Z51 CE POZ 51 zr-- Specify color of color thru tile: TT�� Submittal Fee$ Permit Fee$ Nw o— CCF$ ,E�13 •^G CO/CC$ Scanning Fee$ Radon Fee$ �� DBPR$ A'I- Notary$ Technology Fee$ 44 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Z *Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A 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'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 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 first inspection 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 will be charged. Signature Signature OWNER or AGE*— GE CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this U�J day of J o N kE20 0 by 0 5 day of Jy ,20 d by e0nD'I`J who is personally known to WA4 t�311E� T-' viz who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification andywrho did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: Sign: Print. Print: °,•••^_,�% ANTONIOHERNANDEZ Seal: * * MY COMMISSION##FF 164915 Seal: Nr fvlEXPIRES:October 1,2018 Bended Thru budget N biy, +• §Y �C APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Florida Home tmprovementAssoclates Flpflgta0 L B� Tel:95&7924415% License No.COC 091890 I 0844818 Miami Dade Tel:306-5454489 4070 SW 3001 Ave.,Hollywood,FL 33312 }.. AS, OO�Ctates Fax:954-792-2170 Job#3 313 8 3 Replace � Email: RODUCTS.COM INF FHAPRODUCTS.COM me�Windows Contract Name:"` C `��-56l6 Home e.✓ mePhon ✓ _7 J-?— E us.Phone35�- 'r)d 5 4, /"l t1QA ,LO3 3 3 Address City I J State Zip This Contract is made and entered into thisay of 2DI�Jby and between Florida Home-improvement Assodatea,ink a Florida corporation("Contractor"or"FHA"),and owner(s)named above of the residence located at the address listed above(`Owner"). heWar.Contractor agrees to perform the work described below: Directions are viewed born the Inside 1) Remove existing units to be replaced.(NOTE:Removed items are likely to be damaged.) On sliding glans doors Active and Flxhid 2) Prepare opera as necessary to receive replacement units GlLZ!15 re Panels aMentAed On Casenhefts 3) *wDOWS: FHA Energy Storm Sever_Simonton Vinyl Insulated \ and Ones Ffanch doors the MrW Is L) Identified Right.Hinge and left Kings. Install _Aluminum Insulated,_Aluminum Non-insulated f/��r t!T On Double-French Doors the man t aside door Is kte 4) Doors:�FIiA Errergy Storm Saver_Aluminum Insulated,_Aluminuln�A rilulated C0 impact: ) Non-Impact:( Color:White Tan: Bronze: Grey Mill FInM: r) N t7;Dubk Hugo skole Nunn �RYea( <1000 Stand "_ QtY 4tN 11V 4ty tlty qry t�ty Custom I E:1 F-H] EE /a1 AF LH — 0 -j L--- --j L---- - -" - simine Glass Daor AA AFF FA FAAF AAF FAA RH y — ) QtQ Qty_ Qty_ Qty_ City QtY 1[ Glass: 5 Q INITIAL HERE 4 Warranty: Manufacturer's Warrarrty sent uion. /J 5) Work NOT to be replaced: CoIllG--1— N H E 12 6) If applicable,removing_shutter PIs, and/or security bars. INITIAL HERE4 7) Special Instr ct],orrs: r --� 1�•-1 S 8) Cleanup job debris and provide necessary permits-arid 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 work other than normal hutallatlon Is to be done unless noted below.) Additional Work: '-C %- Schedule:Contractor shall commence the work within r�jnays after execution of the Contract(the"Commencement Date')and shall endeavor to complete all Work hereunder within_days after the Commencement Date. Contract Price $ The TOTAL PRICE for all Labor and Materials(including any applicable discount)Is Sales Tar/j/g1 $ Down Payment $ I (if applicable) Balance Payable S 4 d Total Contract Price S Contractor will provide to Owner a Final Waiver and Release of Lien and Contractoes Final Wit to Owner,substantially slmllarto the forms included in chanter 713�Fftritues(20051.wrier elects to applyforfinancing of the above-statue I stun amount.If yes Is circled,seefinancing agreement wner, `5 Notice to the Omer,If flrwrrdng it batngobtained by Owner: a).Do not sign this home Improsmnarht contract(inciudhhg financing documents)In blank. b).You are anUtted to a copy of ire contra at the tme you sign.peep k to protect your legal rights c).The flnandal documents attached to this lame Improvement contract may comidn a mortgage or otherwise create a Ilen on your properly that could be foreclosed on If you do not pay.Be sure you understand all provisions of the contract and Onandal 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 B %may cancel this transecit ort at any time prior to midnight on the third business day after the data of this transaction. ta See the alta ce of n Itallon form for an explanation of this right Ow er. L D ContractD By- (S natur f owner) �- (77a; li ) i (Signature of O ner) Date Home Owners Association me: Phonek YES ( ) NO ( Building Name: 5A CL nee Spookily Englft ConsuMants.Inc. ,�gC,tiEE4• Whd Veloches In South Florida aIv. 5 1599 SW 30 Avenue,Sine 020 �. Dade Bewerd Pd.l3emhBoynton Beech,FL 334328 Sisk cell 165 156 156 Lm risk to ha cm, slatFLCAti009217 Risk Cat.2 173 170 170 eFamil Residemms °�•i S�a� Risk Cel 3&4 186 180 180 Eawmtiel FaeiStim P,=g h (GCp-GCp 1) l and ft e, 1 Cham a wind based on the mean roof height And shall rrot exceed 80'-0'. 2 n eewnres are for on enclosed shutters or otrer lin resistance n uh V(mph) 171 1620 FBC for HVHZ,or Fig.26.5-1a 3 ll�t shell determine the mean roof he Ea"h M*Raof P Risk Cawgmy t Tablcl.5-I,page 2 4 End zone dMance Is the lessor of 10%of MA of width or 40%of the mean roof height and not less than T-W F-14- C Section 26.7 5 If 50%of a conn Is In e r zone then that cam erd fa cortsWered to be in zone with the me of the area.If questionable then In Zone 5 Kd 0.83 Table 26.6.1,page 250 6 Each com whdow,door,mullion has a area tet Is area to be used.Area of components is to rounded dorm but shall not be less than 10 at. Ku 1 Figure 26.&I,page 252 7 For NOA's that r uhre a Kd=1.0 ten the values fisted herein 1.18. GCpi 0.18 -0.18 0.55 6 Whd essures are based on Allowable shwa n. piwh of roof 3112 14.0 degrees 9 n es Nted hereon ere vel for res B erd C erd D.m.t roof h ht dada 14.0 degrem 10 Charts end values fisted herein ere on valid when signed,dated and sealed by Gaty Mc le PE 558214 or Mark LeBlanc PE 035683 or Adam D.LeBlanc PE077012 11 Whddesign prestanes are calculated in accordance with ASCE 7-10 Method 2 12 lNo reduction Is taken for slopes less than 10 degrees. Arae of Area ofoarVottent Am ofcomponent Arca ofoontponent AmOfCOMPOMWA Area ofoomponew Area OfCOMPMMM Areaof A-fanupmoct Arm Ofoomponcut Area of I0.0 sf 15.0.f 20.0 of 25.0 sf 30.0 of 35.0 d 40.0 sf 45.0 d 50.0 sf 55.0 sf 60.0 d Mees Rauf Height 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 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 15 43.4 -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 -46.0 -39.0 45.2 -38.6 -44.5 40.6 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 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 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 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 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 1 -52.6 43.6 -51.8 43.1 1 -51.0 1 42.7 -50.2 1 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 40.7 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 -44.4 -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 42.4 42.4 42.0 42.0 41.5 41.5 41.0 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 44.9 -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 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 1 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 1 43.0 49.9 1 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 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 1 -54.6 45.2 -53.8 44.7 1 -52.9 1 44.3 -52.1 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 1 41.2 40.7 40.7 1 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 1 45.6 -54.2 45.1 -53.4 -44.7 -52.5 44.2 -51.6 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 47.8 -58.1 47.3 -57.2 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 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3• 4. •42. T4j.B 0* 0*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 -61.2 48.2 -58.5 47.7 -57.7 47.2• -56.8 -44A -65.99 •-443 -55.1 45.8 -54.2 45.4 -53.3 -44.9 -52.4 44.4 -51.6 44.0 -50.7 460 46.0 44.6 44.6 44.1 44.1 43.6 043.6 X43. 1• #2.6_ 2.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 .29 49.9 -59.0 48.0 -58.1 47.6• -5" •-�6.3 i -5.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 � �� . �r�� 43.9 447R$ .9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 O .9'�� O 30 -50.3 f2. n 48.4 -58.5 4.9 -57.6 ? 4 4 e -ap7.0. -5.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 45. O 52.3 Go 0 44.6 c c O® -,�-,.-�qo-,� !tea • •9• - • • ,I •; M O-� •cTi` o•• ®®I -J s' • • -♦ • --' i • • `i'� O�/ • G gam ®o y Iv LU } • • 4t •s1 • .•. • •• ` ® er o ','1116 11r-ICE • • . -r,=^s s: • • WITH •• ®� H ALL FEDERAL • •• •• • • `•sr r�% ® �® `, "!.f✓RI II r,S AND RF(-,l 11-ATf0mq ss • I ••• ,� •, wA MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART , Address:1310 NE 101 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 FL16177.1 +70.0 +70.0 +43.4 -47.1 25 3/8 x 37 NO YES 2 35 3/4 x 49 3(+/-80) 3 9520.1 4 -58.1 351/2 x 48 3/4 .L 5 DOOR FL14991.1 +67.0 -67.0 -47.1 371/2 x 801/2 6 WINDOW FL16177.1 +70.0 -70.0 35 7/8 x 241/2 7 513/4 x 54 3/4 8 DOOR FL14850.1 39 x 801/2 9 1� FL11103.1 +60.0 -60.0 74 x 951/2 10 WINDOW FL5823.1 +67.5 -67.5 35 7/8 x 73 11 DOOR FL11103.1 +60.0 -60.0 97 x 951/4 12 WINDOW FL5823.1 +67.5 -67.5 35 7/8 x 73 13 FL16177.1 +70.0 -70.0 -58.1 35 7/8 x 48 3/4 14 11, 35 7/8 x 49 15 -47.1 36 x 491/4 16 -58.1 35 7/8 x 49 3/8 17 - DOOR -- FL11103.1 +60.0 O. • t(, ••4, 951/2 x 79 3/4 .. . . . . ... . 18 WINDOW FL16177.1 +70.Q: 35 3/4 x 49 3/8 1 x 3(+/-80) 19 FL9520.1 20 24 3/4 x 241/4 . .. . . . . *4a.*. 21 �(, �(, �,• �, • �, • -55.1 35 7/8 x 49 22 35 3/4 x 49 3/8 .J, 1 x 3(+/-80) 23 �. ►L: �r iL .�, FL9520.1 24 DOOR FL14850.1 34 3/4 x 81 �, �, MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:1310 NE 101 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 25 WINDOW FL16177.1 +70.0 +70.0 +43.4 —47.1 35 3/4 x 49 NO �3(+/—e 0) YES 26 �, .j, .J. .�, J� �, �, � .1 • • . .. . . . 000 . . *00 . 00 see 00 . . . . . . . . . . . . . .. see 000 . *00 2: . . . . . . . Ole . .. . 0 •o* . FHA - DIAGRAM SHEET aaoa•:e-sar4provc�¢a•a�rae MEASURING TECH MEASURE DATE .rdsso�t�sor� ��9-1 CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS • •• : •�•! ! •• a .-_ i •--•-- --- - - • $# —viii' :-;-�.a__.:�.-.. - - -'- ------ - - - y -'--- - --- _ — : Xk : f �! R FHA - DIAGRAM SHEET 1 .2 qc P- 01 6sDorie0� oao•ss�-arres�cov�t4•tacaE MEASUWNGTECH DATE CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS ------------- - a- - ------ .. .._.. - --- - ---i------ • •40i '•��lR ia_ — z — -- �t--- lo z ease Js i• --- +-3,.s �lb—�--- -_—__U1._ =-.ij�;-ifs•-•- 'D- -_- •---_ -?--j--• : s i Florida Building Code Online Page 1 of 2 w - Florida Department! ecr8 Mum ! Lc N ! user RegOtratiw Hot Toplo sabndt surcharge stats s Fact; Busines ( product Approval Professit&4 t' USER:Public Lim Regulation Prttdutt Aoproval u a produR or Aopliratlen search>Application L9st>Application Detail ' FL FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived [� Product Manufacturer Custom Window Systems Inc. Address/Phone/Emarl 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss6cws.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 lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 *000 'iathrop@cws.cc • • • • ••410 ••0••• 4141 • • Category Windows 6410:09 • 410.041• 041 • •41.41•• Subcategory Angle Hung 0 0.0 0 • 0 0 ••••41• Compliance Method ••41• 41• • • • P Evaluation Report from a Florida Registe �crRect or a'�Liclr�Q 00000 Florida Professional Engineer 00 F2i Evaluation Report-Hardcopy Recel •0•• 000000 00000 • •• 0000 000000 0 Florida Engineer or Architect Name who developed Lucas A.Turner •••"• 0 • • • • the Evaluation Report 0 0 0 • 6096:41 Florida License PE-58201 '0 0 0 0 41 Quality Assurance En • • • •••••• Entity Keystone Certifications,Inc. 0 0 0 0 0 0 0 0 • Quality Assurance Contract Expiration Date 07/21/2020 • • 0 4141 • Validated By Steven M.Urich,PE FValidation CheckOst-Hardcopy Received Certificate of Independence FL16177 RI COI EvalReo CWS-812B 06100 IMP NoSillAnchl odf Referenced Standard and Year(of Standard) skWHI A rear 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,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y... 6/24/2015 Florida Building Code Online Page 2 of 2 ` Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Data Pending FBC Approval 04/2S/2015 Date Approved 06/22/2015 Summary of Products PL# Model,Number or Name Description 16177.1SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for Use in HVHZ Yes FL16177 111 II CWS-812B(SH-8100.IMP,NDSillAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tuner 58201 Impact Rrsistanib Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.SH-8100 PVC Impact,no sill anchors required. FL16177 R3 AE DuPont PVB NOA 13-0129 27 odf Safety glazing required on outer lite above 30 ft.In HVHZ, FL16177 RI AE EvalRep CWS-81128(SH-8100.IMP. Glass compiles to ASTM E1300-04. NoSillAnch).odf FL16177 Ri AE Quanex(Mikron)NOA 12-101 02 odf Created by Independent Thlyd Party:Yes eaar (,qpm::12411-North Monroe Strea.Tallahassee FL 3 zoa Phone:650-487-1824 The State of Florida Is an AA/EEO employer.f oourtoht 2007.2018 Stare of Florida.,;; ::Refund shmment Under Florida law,mnall addresses are public records.V you do rot want your e-rnelf address rPJeamed in response to a pubik-rends request,do not sand dectronk mail to this entity-Instead,contact the office by phone or by traditional red.If you have any questons,View Contact 850.487.1395.-Pursuant to Section 455.275(1),Fiedde StabAss,effective October 1,2012,Ilodtsees Ih tenter Chapter 455,F.S.must Wo We the Departmmft with an enall address 0 they have one.The emails provided may be used far official eanmuntatd o with the tcarsee.However mall addresses are public record.if you do rot wlsh to supply a personal address,please provide the Departme0t with an ena0 address which can be made avallable to the public.To determine If you ue a licensee under Chapter 455,F.S.,please c6dr hxL. Product Approval Accepts: ® 0000 • • 0000 0000•• lfeClll'11 nr•rAwh •• • •••• • bloom0000•• •• • 0000•• • 000000 • • • 00.0•• 0000 •• • • • • • 0 • • 0000 • •• •••0• • •0.0•• 0000 •0.00 •• •• 0000 ••000• • •00••• • • • • • • •00.0• • • • •0000• • • • http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 URNER 1239 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`s 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 5r' 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 1886-02/04105, 1996-02104/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed 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 O/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 000000 • May be used in the High Velocity Hurricane Zone 9600 •••••• • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outb4pM lite(Temp*re�{ ••• • required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-17iKi •inboard lite • • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 9699 0• • ;••••; • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.Aj 124017.021 '..' ..... ...... .... ..... 1 I have evaluated the interlayer and framing materials in these Dupont and Quan NQAs and frn&•• •••••• that they comply with the requirements of the 5s'Ed.(2014)Florida Building Co4eftjw in this • • product. ...... see V0990 6 ••t••• Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a finsde'llf. ' 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 financial interest in any other entity involved in the testing or approval process of this product. s��s��warirrrrrr -00 ti+►+ �1'URE4y rr� y.moi No 5$201 ��*.V7. * 4/18/2015 .b« .Q c Ludas A. Turner,P.E. STATF, OF :'WW: FL PE#58201 . . 1 ......•0;P.1 ' Lucas A. Turner rrir+ �E hist .+' 2095-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT 4ENERALNOTES- 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �N TO COMPLY WITH THE FLORIDA BUILDING CODE(FHC).CURRENT L M7EM EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1980 SW 44tH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA.FLORIDA 34474 IN ASTM E 71198 PER THE FBC_ WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) ss v6*MAX OVERALLFLANGEWIDTH $100 PVC 3.CONFIGURATIONS:•Olr. 51778"MAX UNIT WIDTHSINGLE HUNG 4711/16*GLASS OLD 4.DESIGN PRESSURE RATING' IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE WATER INFILTRATION TEST PRESSURE AND GLASS TABLESf ASTM E-5300-04. _ f a - 5.ANCHORAGE:THE 331PJ h STRESS INCREASE HAS NOT BEEN USED MAXIN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR Y F RpNCE I -- - I DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD HEIGHT ANCHOR CALCULATIONS. B I B Q 6* B.NU APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE OT Ci = DLO fA I � e a 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT w p W I ' USED AT FIXED MEETING RAIL AND JAMB. a ¢ UNIT o 9 - HEI(iHT 8.SERIES 1 MODEL DESIGNATION SH-6100. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o X=OPERABLE SASH,O-FIXED SASH f 30 311 ' maz 8' I MAX. I 28?Ar 10.SECTION CALLOU TS APPLY TO ALL ELEVATIONS IN A SIMILAR - SASH f GLASS LOCATION. ,�p��RaE4y4 ii HEIGHT f bL0 e 11.EXTERNAL WEEP SLOT=114'x 1.114"LOCATED 4•FROM BOTH ENDS. �vpGp .��GE t�yq�.• �i�� I I O �' Ne 584D1 S'r� TumeTLucas Ap S STATE of .�titi� A 2015-04-11 y.'°� . °p�f•`o`.•� e A 15:15-04:00 �'�• u v16* GLASS OLD z48 W � MAX SASHWIC 4111/2015 LUCAS A.TURNER,P.E. FLP€0582D1 •• ••• -� 1 • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 342M • • •• • • • • • PH.941 D-1574 • •• • • • • ••• • • • • • • • • • • gf{ : •• ••• •• • GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS-..1 *00 • •• d SIG• AI P URE DRAWN Rr ` GLAZING DETAIL................................2 • •M•iiff��(- UNIFlIZq 'i ESSIMPACTRATIN13 BAT 66118/12 SECTION VIEWS.................................3 • • • • . ANCHOR SCHEDULE&NOTES.........5 •51 'f8"x 8.1'3/x: ..'+i-'a©PSF LARGE MISSILE IMPACT CWS-812 B INSTALLATION DETAILS...................8 SHEET 1:15 1 OFS •• • • • • 000 • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 vlmvoorvv sYsrEMs 1900 SW 44TH AVE. WALA,FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT M N dao 71W OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS Y 1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED Ln 7/18'AIRSPACE 7/18'AIRSPACE t0� r 5118°LAMINATED OlA3g 5918'LAMINATED GLASS " 1A"ANNEALED 1l8'ANNEALED Iff j PVB ffI WTLAYER BY DUPONT .0W PVB PITERLAYER BY DUPONT 918°ANNEALED 1/5"ANNEALED ir6L BYTR(ASEAL D81A8EAL INYTAUBEAL G QLAZE%•W OR SIKAFLEX 552 PURFEGT GLAZE°H'OR SIKAFLEX 5% ro d SS BITEOREiy i112"G ry1 LA39 BITE �N• S62D1 %9 1 LUCAS A TURNER,P.E. FL P€#881 - - u •a� ♦ ♦ ♦ • • •• 1238 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.841-380-1574 • •• • • • • ••• • • • • • • • • • • TDESf,R GLAZING DETAILS D • • • • • • • • • • BAT 06118/12 • • • • • • • • • • r. • •• • • • • • • • GWS-812 8 SHEET 1:1 2 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fflINTERIOR WINDOW M-rEMB 1900 SW 44TH AVE. OCALA,FLORIDA 34474 1 WWW.CWS.CC ® 8100 PVC SINGLE HUNG IMPACT �eao 3 1 1 1 4C6m SECTION 13-9 to NOTE:LEFT SIDE SHOWS Fmo SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW, o to w Q � ru � WTERIOR m C z 9 `,�•an+mmq�h g ,•� �OREM T•moi. v•',N• 58201 t:PfZ 1 STATE OF Itlu O i ,w. s 411V2015 2 LUCAS A.TURNER,P.E. FL PE#58201 •• •sa -s • • • • •• 1239 JABARA AVE, • • • • • • • • • NORTH PORT,FL 34288 •• •i ••i i i i•• •• PH.941-380-1574 SECTION A-A SECTION VIEWS • • • • • • • • • • BAT 08!18112 • • • • • • • • • • _ NOTE:ITEMSNOT SHOWN FOR CLARITY: r.•• • • • • • • •• • • - 20,25-28,36-37,44,51-52,55-56,64.87-88 • •• • • • • • • • CWS-812 B 12 SHEET 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PARIS Lair , REM PARr# DMCWTION VENDOR I MATERIAL FRANECORNER 1 H-8031 Malrift.SR"07A.,PVG,plead Mlkron Mrryl 91ArCONSTRUCTION 2 93031 Main Fr.,SH wtFi .,PYC,SiII Mikron Virtyl ki VYRVDRTNSYSV EMS3 H-6= Main Fr., H, .,PV L.Jb. MDvort Vinyl 8 L1— �2 316' 190D SW 44TH AVE. 4 13091 n Fc,SHuWFlg.,PVC,R Jb M AVinyl lum 2 ORIIDA 34474 H-8027 Sash Meat.F1aR PVCMatron I 211116' 4 1.1497 Relyd.Sash Mast.�I H•S028 Sash Bottom RaII,PVC M� Vi� 1119• CORNER WELD 8��+12 H-6004 sash Sld Bo1.Rall Macron vinyl (ALL SIIDEM SINGLE HUNG 13 15-1498 fwm S.B.R./S. . LIMPACT 14 S-WOW .Bd.,7/8' PVC FRAME FLANGE-8037 PVC SASH BTM,RAIL-028 M n Virty PVC SASH TOP RaiL� 18 S-w13 Sem. WNW,PVC,Hord. y(nyi 19 S3014 SM. „PVC,Vert. Masonvinyl u, w 20 Seeh Stop/Filler,PVC,Ven. MBvon ymyj t 12" Sy 23 H-160 ReintorcemeM,SBR Keymark Alum 7/g 13nir 8 0 24 P-2190 I 9M6• t mr 11 F 25 P31159 Soh Cam,-FV-C Cam,-FV-CBSI plastic � 28 P-37M Take alBSI SS 27 P3783 a 1 StB 21/8 11ir FIKED MEETING RAIL Lock, PVC Interlock I SCREWED TOGETHER WITH 28 -4069 Keeper,tnvact,PVC Warlock ac tffe' I OUTERFRAME } 30 Pte'215 Weep Cover t8/F1 Plggg� REINF.,IMPACT FiOpK-1112 ry>� 32 P-3429 Wstp.,0270 x.187 back FinSeal,D lAtralnb PVC SASH easE RAIL.6004 FIXEDRAIL-1&36 ¢ p W 37 FAM8 #8 x 21/2 PH Mod 88,Type A 2 Fasteft Steel a d 2 39 P3768 #8 x 0.625 Ph PH Hub Sleet 16116 er1� 39 •051W#8 x 1.250 Ph FH TEK, Flub C eel 1J2° �"'l " 1110- 40 -{ P 42S4W#8X3/4 FH PH w/ Hid,TEK, 1$1b City Steal �r I C 44 P3342 Seam Scaler,Stu1-5504 schrtee 718' t t yt6' 1 45 P, Cap PI ,1 e BM 7N6• ro<Z 47 P-34.98 SiXetlmt 552 or PUneci Owe IFF nk9 1118' � 0a� � 1/16 48 P-3352 SO.Elk.,85 Dur„1/8'x&r x Lr F.Lowwo Rubber PVC SASH STOP-6MS PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-9063 PVC SCREEN SUPPORT-6014 ;aaa��;y+i•4 51 P-3BB1 Te nM"- I. • 52 P-3613 CWS LbL 00go) pro UJMF314" 1�•?Gpr�,.v�LE •..!p�ea4�M 54 Sash SEE SHEET2FbM7FS SHEET plq� 311B°� 3J4' 5f8" t/6 I� �: Na S82D1 ��A L 68 P 3281 Dttr�eal 1 f5J18 tl16 t' 9 718' I 82 73218 Screen Frame, rt. Allmatal um 63 P1n8• 1n9" s9; STATE OF 4"W 3218 Frame,Ven. Allmetal um SO RENF.S BBS 'S„�.,84 P-32Screen Frame r 9 . - PVC GLAZNG BEAD-8084 �p tki�1►`' ••.�y G R 19�•��`� «•-+`• Off•• 65 P-3581 Screen Cloth,1 B x 18 Fafargl�s ervue FI lass 4iF�sd. 66 P-3= Screen Splints,.155 M.,Bk. 67 P-3129 Sara Pull Tab roma Alum 88 P-3033 Screen BS Fl.screen � 4/11/2016 70 P3113 screw support for PVC T.Plestiq ton 7f H-1836 AlumAturn Fixed Rau LUCAS A.TURNER,P.E. 72 5-8083 Cofer,Fixed Rall 1 0 3/1B' O 1239 PJA#5 73 �A AVE 1112 t y am i i • i i •e• NORTH PORT.FL 34288 74 P3541 #8 x 1/2',Pan Hand,TEK FBBterm Steele •• • • e • • PH.941-38o-1574 $$r�• • 112' LME ITEMS NOT USED: e • ••i ••i 0.0 • • • s y18 8,7,11,15-17,21-22,29.31,33-38,41-43.4S,49-50,66,57-61,89 6 BOM AND EXTRUSIONS 7A' 1119• �� SCREW SUPPORT-3113 ••• • • •e• ••:MPACT.AWK••• BAT 06/18112 • • • • • • s-1 • • • t WK NOTE:ALL EXTRUSIONS ARE ALUMINUM 6064-TS UNLESS AER;;E NOTTD. e•• e•• ••• CWS 812 B 12 SHEET 40F8 ••• • • • • ••• • • • • • • e • • • • • • •• •• • • • •• •• 6°MAX.(TYP•) it MAX O.C.(rYP.) Psawwr®rmaw w MAX(TYP•) 19M SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC I I SEE NaM 2 101/ZO�/� I I 10 1LV PVC MAX O.C. L O SINGLE HUNG INSTALLATION IMPACT ANCHOR(TYP.) I I h N � ao I I � = O 1012' MAX O.C. w 0 W (TVP) I c aC I 4 U I u1 F W ¢ O 4•(M.) 4-ow.) NOANC14ORS REQUIRED IN SU 0,�paill, v: Ne Sam S' S CIz NOTES: a v% 7 P @TATE OP FWC 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL y.�F aka „%0sQ��` 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4'.USE SHINS WHERE SPACE GREATER THAN 1M6'13 PRESENT. LOAD BEARING SHIMS SHALL BE ix ,G� CONSTRUCTED OF HIGH DEN6ITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED, y I ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 4/11fQ015 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#S88D1 6 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH AN(YIIGR Ai>oilyFAGTI!•tER N$TAL{�T 1239 JABARA AVE. SPECIFlEDTN TABLE 1,SHEET 6. • • • • • • • •�,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 342 ANCHOR • • •• • •• • • • PH.941-38D-1574 B.INSTALLATIONS O SOLD CONCRETE OR GROUTSHALL BE BFILLED Gt1�ydfAlloENN YEYONDOjTTDgNOTAEl�y1�X W B(ICPKg g�yyEtT)THEPRODUC f ANDTHEMBEDMENT SHALL BE YOND Ad BUCKS,IF USED,INTO SUBSTRATE r INSTALLATIONS O HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED•*BETWEEN ALL FASTENER3.3'FOR MASONRY,1'FOR W NOTES WD AND METAL �,. B.WOOD OR MASONRY OPENINGS,BUCKS AMD BUCK FASTp�IegS SF1lLJ gE PIpPIiRLY DOBIGNE01BY•THbARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS O THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MIMMUM STRENGTH REOWRNMENT6 AS SHOWN•N TAOLEI.SHEAT.DDNARETE AND MASONRY SUBSTRATES MAY NOT Be CRACKED. oa •• • • • • • • •• • • CHIS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WA'rAF�TIES! p ,8tA�AT�NJ SHN L $V1 BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DocUMENTS: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200{FLANGE 1�1FTbOWSFMAANiA�1 (BDX W►NpGWs}FMRIAAMAANDRM 3op{p(TEgIOR DOORS) SHEET 1:15 50F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MNL EMBEDMENT MIN.EDGE DIST, SEE TABLE 1 SUBSTRATE wNDOW SYSTeMs SEE TABLE 1 114'MAX.SHIM BYOTHERS 180D SW 44TH AVE. SUBSTRATE BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE I W1NW.CWS.CC MIN.EMBEDMENT PERIMETER SEALANT EE TABLE 1 BYINSMSD AND OUT SEE TABLE1 f"00 PVC SEALANT REHM INSTALLATIONANCHDR SINGLE HUNG FLANGE BY INSTALLER 114'MAX SHIM SEE TABLE 1 IMPACT tq N $ O PERIMETER SEALANT INSTALLATION ANCHOR BY PISTALLER f' SEE TABLE 1 INSIDE AND OUT W SEALANT BEMND Vj E BY INSTALLER N O CONTINUOUS DOUBLE 3t16 BEADS OF B HORIZONTAL SECTION d' N TREMGLAZEUI60SEAVWTAROUND 6 TYPICAL JAMB ANCHORAGE Z Q PERIMETER AT ALL NmrATED POINTS O BETWEEN FRAME AND BUCK BY INSTALLER o 114°MAX SHIM Z SEALANT BEHIND ggc[ O FLANGE BY INSTALLER j ¢ ow m Q Z BYPERIMETERINSTALL SEALANT MIN.EMBEDMENT IN INSTALLER O SEE TABLE 1 isarq INSIDE AND OUT �r•��,,'4I��E'•w'•, SUBSTRATE BY OTHERS :SGJr•� �•••S�t+��y SEE TABLE 1 MIN.EDGE DIST. +rt'"'�S• O9 'A SEE TABLE 1 *: * •*S .00 MOL A dETypfCAIANCHORAGE ;71:s STATE OR .•W,Q 6 F` J by j. ,•''a1��MN„n�Q X� TABLE 1fAPED F 4/11/2015 MET KiRTYPE MIKL EPABED LUCAS A.TURNER,P.E. NL) nw TAPCON t_ tPERIMETER SEALANT FL PE A 55201 •• BY INSTALLER 1239 JABARA AVE jr • • • • • INSIDE AND OUT NORTH PORT.FL 3421IN.) ELCO ULTRAC.ON • • HORn AL SECTION PH.941350-1574 STM C�) ELCO ULTriACON 1-114• •• •2 ' • ••• •• BOX FRAE INSTALLATKXNHEAD AND SILL SIMILAR FOR BX WSTALLATION NE(0-0.55) 17W TA tom7/8° INSTALLATIONDETAILS OR LS ULTRAOON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2XMPL SOUTHERN PINE(Gk.O.Sm 010 WOOD SCREW 1-318' 7/B• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: RA e 19 GAUGE(0.066)MIN.STEELS UD 51618 HLI,KWI 41MOR ITW Flo f 1HREAD • BAT 06!18/12 [J3 KS]YIELD MRN) TEKS SELF DRAL6K;SCREW 0, 7/i8° •e • :• _MIN.1/4•FILLET OF CONSTRUCTION-GRADE ADHESWE CAULK IS APPLIED Uwe s Y_ 1/8'ALUM.(8063-TS MIN.)OR 010 GRADE 5 SELF-TAPPNO/ FU WHFMAD • • • • •• e • INSIDE AND OUT,RILL PERIMETER,BY INSTALLER. 1/8'87SEL(33 KSI MN.) DRUM SCREW01 • •:/06••• ••• •••-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS Cyfyg-612 B SHOWN FOR FLANGE WINDOWS. SHEET 72 BOFB or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Cade Online Page 1 of 2 fl daNparimecitor SCIS Horne tag In User Registration Hot Topics Subm¢Surcharge Stats&Facts wwraur�m YaL kLtt r--11: Mor Ymlr zr Business/?, a Product Approval i alUSER:PubUc User Regulation Prodoct Anormrar Menu a P_coduct or Aoollratbn 5eardi a ApNIcaxmn L(g>Application Detail FL# FL9520-R6 Application Type Revision Code Version 2014 Application Status proved Comments Archived Ci Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.ac Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss 0000 Address/Phone/EmaA 1900 SW 44th Ave. • • Ocala,FL 34474 • • •••• 0 0 0 0•• Ext 291 •• • (352)368-6922 • • • • • 0000 ekoss@cws.cc • • • • • 00 Quality Assurance Representative Jay Lathrop 0••••0 • :00-0:0 0 0 0 0 Address/Phone/Email 1900 SW 44th Ave. •••••• 0 0• •• • • Ocala,FL 344740000 •00 0••0 0000• (352)368-6922 Ext 291 • 0 0000•• 0000• jlathrop@cws.cc • • • • •• •• 0000 0000•• • 0000•• • • Category Windows • • • • Subcategory Mullions • • :•••i• •••••• • • • • • • • • 0000•• Compliance Method Evaluation Report from a Florida Registered Architect or 14 Jcen'* 0 0 Florida Professional Engineer •o 0 O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Tumer the Evaluation Report Florida License PE-58201 Quality Assurance Entity �fications,Inc. Quality Assurance Contract Expiration Date 7/21/2020 Validated By Steven M.Urich,PE 2 Validation Checidist-Hardcopy Received Certificate of Independence FL9520 R6 COI EvalRep CWS-835A(3 ih Mull.IMPI.adf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 5/6/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Number or Name Description 952D.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVH2:Yes FL9520 R6 11 CWS-836A(3 In Mull.IMP1.ndf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resent:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R6 AE EvalReD CWS-836A 13 in Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4°Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 It CWS 837A(4 in Mull,IMP).ndf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 0000 Impact Resistant:Yes Created by Independent Thin Party Yes • ' Design Pressure:N/A Evaluation Reports 0 0 • •••• •••• • Othere Large Missile Impact;See Installation Irtstructions FL952D R6 AE EvalRen_ S-BS?A Win Mull. fA •dH•f • and Evaluation Report for complete list of Limitations and Created b Independent Thl • p P Y Pe �as�li,•r1�s •• • •••••• Conditions of Use. • 9520.3 5 1/2"Alum.Tube Mullion 5 1121 Mum.Tube Mullion,Hio jA &l`%VerticaC?v e• ' ' Flange applications.(IMPACT) •••• • •• ••••• Lbnits of Use Installation Instructions • •••••• •••• ••••• Approved for use In HVHZ:Yes FL9520 R6 II CWS-838A(5.;!;;;GIMP).D� •• • 000 ••• Approved for use outside HVHZe Yes Verified By: Lucas A.Tumor 58201 • Impact Resistant:Yes Created by Independent Thlyd'Vtt:'45 ' 00 Design Pressure;N/A Evaluation Reports • • • • 000000 Others Large Missile Impact;See Installation Instructions Ev '1�Ab and Evaluation Report for complete list of Limitations and Created by Independent Third a % 000**i Conditions of Use. •• • 0000 • • Back Contact Ua::1440 North Monroe street.Tarahasm FL 32399 Fbarte:850487-1824 The State of Florida is an ANEEO employer.Convrinht 2007-2013 State of nodda.::Priacv Stallarnent::Acbeadbility Statement;; Under Florida law,small addresses are public records.If you do not want your.-mall address released In response to e public-records request,do not send electronic mall to this entity.Instead,contaG the ofite by phone or by traditional mail.If you have arty questloM please contact 850.487.1395.*Fursuant to section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under ehaptru 455,F.S.must provide ata Depai li ne. with an small address If they have a m' m The ealls,provided may be used for official mmm runketion with the licensee.However erring addresses ale public record.If you do not wish to supply a personal address,please provide the Department with an etnaa address which can be trade available to the public.Ta determhts If you are a licensee under Chapter 455,F.S.,please click t r . Product Approval Accepts: tcccuritMa tkic, Wiffm http://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgvlHvmuJRWcZl... 5/6/2016 TT T�1 `�A�� 1239 Jabara Ave. v North Port,FL 34288 ENGINEERING & Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 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 61G20-3.005 (4). This product complies with the requirements of the 5s'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-836A, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1,-IA,-2,-2A,-3,and-3A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard L Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 •••••• 4) Supplemental Calcs.to support CWS-836A, signed and sealed by Lues A.'Turner,*P.Y 96 6 0600 00 609696 00 6 00.000 Installation: Units must be installed according to approval document CWS-$3O:%• 9 6666.. 6966 .. Limitations of Use: This product: 6666 . ..' ' ' 6666. • May be used up to the sizes and design pressures as shown in CWS-83=7 Hing cla�"§Me shown in CWS-836A ' 9 9 6 6:9 006006 0 6 • Is Large Missile Impact Resistant and does not require the use of shutt®rs 6 6666.. 000000 • May be used in the High Velocity Hurricane Zone 6 • • May only be used with Custom Window System,Inc.windows,please gee s0paratle. '6 6• individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. 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 financial interest in any other entity involved in the testing or approval process of this product. +�p�riiu�ir�t�i No 58201 # 4/27/2015 jr Z '; BTAT� OF! Lucas A. Turner,P.E. +,a,;•,. t ''&�� FL PE#58201 Lucas A.Turner 2015-04-27 21:00-04:00 GENERAL NOTES: 3" PVC MULL BAR- LARGE MISSILE IMPACT ,THE N HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yy�pppyy- SHOWN wlDIFFEFlI3N f OPTIONS THE FLORIDA BUILDING CODE(FBG),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE.VELOCITY HURRICANE ZONE(I�AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1NO S FLORmA E D IMPACT USE AS DEFINED W E 1898 PER THE FSC. W W LA,R34474 2.COINFIGiURAMONS(SEE SHEETS 2�9).'VERTICAL OR HORIZONTAL - - - 3.SEE MUWON CHARM FOR MAX DESIGN PRESSURES AND LENGTH. 3-5WC (REFERTOSHEETS263) MULL Bm 4.ANCHORAGE:THE 331)396 STRESS INCREASE HAS NOT BEEN USED INTHE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 8-10 FOR ANCHOR DETAIL'S. WINDLOAD O DURATION FACTOR Odat.B WAS USED FOR WOOD ANCHOR CALCULATIONS. 6.PRODUCT APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT REQUIRED. a 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER I i ANCHOR CUP ----- ANCHOR CUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y.... A7.7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT I w m 6 7 I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Ip VAL 10 6 © 8.RESPONSIBO_ITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY Z 8 APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, I �¢ BUILDING OWNER OR CONTRACTOR. IL- R 8.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWNg! IN THIS DRAWING.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY , w 1 X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR C EXTRUDED ALUMINUM. 4 10.VERTICAL.MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE , UNIT WIDTH AND HEIGHT ARE NOT FXCFEEDED,AND MULLIONS ARE ANCHORED AS t3 F E D SHOWN HERE IN. I ►��p�+++gyp ,, pG�i�i t0 10 9 8 ANCHOR CUP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. ��: EXAMPLE H10F11Z/VERT.MULLION VERTICAL MILLION IN USED TO MULL SIDE BY SIDE UNITS TOGETHER. �� N• =01 %9A= FOR SECTION VIEW ONLY 2*' ANCHOR CUP .0. STATE OF d��t+' Lucas A.Tumer �y-, �c vp©��.�$ 2015-0427 21:00-04:00 •+mRn�h O O its LUCAS A.TURNER,P.E. FL PE#58201 1239 JAHARA AVE •• ••• • • • • •• NORTH PORT,FL 34285 • • • • • • • • •• • • • PH.941-M-1574 • •• • • • • X I GWR TABLE OF CONTENTS In ••• •• • • •• GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATION&...__....... 1 DP CHARTS........._................._„... 2.9 BUN&EXTRUSIONS_..._..._..._._..- 4 • ••• • ADE 09127/12 �_6 • • • • • •"_�•''�• '• SECTIONRw VIEWS._.__..__.__._.___....._8 7 ••i i • L6JERTITcAL• N G•OR r CONFIGURATIONS&ANCHOR NOTES...._.8 • ••PVG V�INOOWS FOR 8L=CT10N IR=VUG ONLY GWS-836 A INSTALLATION DETAELS .,.,.. ..._.__....910 •• • • •• • — -- — SHEET 126 1 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure Chart Impact Dion H-1768,with i522 tllpa using Caur )#108crumm Imo WOOD or METPLor3fir ITW Tapcorre or ELCOUMPRMInto SOLD CONCRETE or 1NODD per each mW otmu4fon.HOLLOW arGROUT FILLED BLOCK require i/4"ELCO uLTRAwm. OPENING SQE ft WINDOW SYSTEMS 39 45 51 97 63 69 75 318 61 87 93 99 1073!8 114 120 128 13'1 130 145 318 1900 SW 44TH AVE. 37 80.0 80A 80.0 80.0 80.0 80.0 80.4 80 0 80 0 80 0 80.0 80.0 80.0 al 0 80.0 80.0 W.0 OCALA.FLORIDA 94474 42314 80.0 80.0 80.0 80.0 S0.0 80.0 80.0 80.0 Sao 0 80.o 80.0 80.0 80.0 Bao 80.0 WWW.GWS.CC 80.0 SMO bad 0 80 0 80 0 80.1 0 -Uo---ora- Bad 80.0 80.0 80.0 86.0 631x880.0 80.0 8110 no 80.0 80.0 60.0 Bao 80.0 80.0 80.0 80.0 Soo 80.0 80.0 06.0 96.o 65.0 „�� z 80.0 80.0 80.0 80.0 80.0 80A no Bao 80.0 80.0 Bao Sao 85.1 86.0 65.0 63 bac 80.0 amo 810 aa0 60.0 sac 80.0 78.9 76.6 74.8 W[-. . .0 MULL BAR 6o 55.1 e5.o 9s o 9s.o e5 0 6ao ss o s5.1 s5 o ss o 65.0 IMPACT a 9s o 91 .0 0 63.0 65.0 E.O es a 65.0 65.1 6s.o 6.o 72 86 d 65.0 55.0 65.0 65.0 65.0 65A 54.9 61.7 59.1 589 b DP CHART IS FOR: NON•INTERSECTED IMPACT 3"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): 1 a TT 1522 CLIPS (4)A10 SCREWS INTO WOOD or METAL :m (4)3118"ITV/TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FII IF BLOCK OZ _- ..------------------ Design PressureChart(PSF)for NOWINTERSECTEO InipactPlICII'Mull1lon H-176111,sith V78 cfipa with six(6)010 R;;7l-rrbVVOM orMETAL orSMS' app orELCOULTRACONS Into SOLID CONCRIETEw O WOOD pareach end of mullion.HOLLOW or GROUT-RLLE D BLOCK require 114`ELCO ULTRACONS. d I a' OPER N SPS on.) 45 81 67 63 a9 75" 61 87 93 99 107= 114 120 126 132 138 148 318 � 37 80.0 80.0 8d.0 50.0 Sao 1 ao.O SILO 6116 Sao 8110 o 11&0 Bao Sao 60.0 fto BOA c 42 314 80.0 80.0 80.0 Sao MO 80.0 MO 80.0 6110 8110 8110 no 80.0 81.0 Sad 80.0 110-0 80.0 a ri l 48 3/11 KO 61.1 80.1 Bao 80.0 Bao 6110 Sea 80- aa1 Bao 80.0 80.0 80.0 60.6 80.0 80.0 65.0 531/8 80A 80.0 0 80.0 bad Bad SMO 80.0 80.0 0 800 80.0 80.0 90.0 wo 660 85.0 65.0 4µriprr+p� 57 63 8A 86 0 80.D 80 0 80.0 60 0 8110 80.0 8118 80.0 80 0 80.0 66.0 �A SELO Bbd ,GPgG a F ��•�, 6b 95.0 8.511 65.0 8.SA 85.0 S&O 850 86.0 6b 0 65 0 850 86 0 85 0 v: N• 59211 `iL`FP 65.0 as o 66.0 65.11 0 66.1 115 0 66 0 72 65.0 85.0 B&C 1 65.0 SS.o I8.5 0 65.0 I 64.9 1 61.7 1 591 1 56.9 59 7 �ro OP CHART IS FOR: %'0t" STATE OF A,ftr� NON INTERSECTED IMPACT 3"MULLION 17M.HORIZONTAL OR VERTICAL USING(PER END)' L THE MULL BAR IN FOCUS FOR ANY GIVENIP R 10 1779 CLIPS CONFIGURATION IS SHOWN IN BOLD. 16"16"ION 0' - 6)310 SCREWS INTO WOOD 0-r METAL 2 AN INTERSECTED MULL BAR HAS OTHER MULL �innalS�N B ATTACHED TO IT OWN IN DASHES) 6)3/16"ITW TAPCONS Or ELCO HOLLOW o INTO SOLID CONCRETE 0-r WOOD THROUGH THE USE OF MMI-L BAR CUPS.AN (8) 1/4"ELGO ULTRACONS INTO HOLLOW arGROUT FlLLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 9 NON-INTERSECTED MULL BARS CAN BE ATTACHED i FL PE#68201 TWIN TRHgE -- TRAN88N OVERT INNTO THE SUBSTRATE AND OTHER MULL BARS. 1239 dAHARA AVE. VERTICAL MULUON VE MCAL N ULLION yISIT11CAL MULUON •• •• MVLLVN• i ••• NORTH PORT,FL 34788 f • • •• • • • • • 'N TOPLE -rvvwrtRmLE PH.941350.1574 f • • • • • • • • RCFdMNTALkVlJJ0N HDROWALNU1130M MRM"ALuen,rw SKEET • • • • • • • : �' T- O DP CHARTS 9 97 OPENtNt1 NON-INTERSECTED Si Cr ELM 6I�AwN BY: nA ••• • • • • i ••tj+a ••• a ADE 09/27/12 I tt �I •• ik • • • •ii • • • • O CWS-836 A -+--OPEdMfl812E--- OPe&WSl'LEI+- I--- GPENUdO9G • OPENIAGSIZEF- •• --ImuLLLEN" - r!- MULLLENGTH MULL LENGTH-J+ =,I SHEET t:1 2 OF10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure Chart(P$F)for INTERSWM irnpact 3 n 1758,with 1522 dips ming four(4)#to Screws Into WOOD or METAL or 3n 6'r W Tapomm hb SOLS)CONCREMorWOOD,or 1776 dos with six(6)810 Screws Into WOOD or METAL or SHO"RW Tapmns ift SOLID CONCRETE or WOOD per each end of muM*rt.HOLLOW or GROUT FLLFD BLOCK..qdre 114"ELCO ULTRPCONS. 39 OPENNG 812E OIL WINDOW SYSTEMS 46 61 57 63 69 75 318 61 67 1 93 99 1 110 3/6 114 120 126 1 132 138 145 316 1900 SW 44TH AVE. 37 50.0 50.0 50.0 Bao 50.0 511Q 50.0 50.0 60.0 60.0 50.0 5D.0 50.0 50.0 50.0 35.0 530 50.0 OCALA,FLORIDA 34474 a 42314 50.0 50.0 60.0 5MD 50.0 5110 6110 50.0 50.0 60.0 60.0 50.0 Mo 50.050.0 50.0 sa0 630 WWW.CWS.CC 48314 530 50.0 50.0 5a0 o 8110 60.0 50.0 60.0 560 80.0 Sco 5a0 50.0 s0.0 510 5a0 i - 83118 60.0 510 50.0 5110 No 50.0 50.0 60.0 .0 64.0 50.0 50.0 Sao 50.0 50.0 Sao Sao 50.0 71 PVC 57 50.0 50.0 50.0 Sao mo sae 50.0 50.0 50.0 50.0 m.0 SAO baa 5D.0 50.0 50.0 50.0 48.1 MULL BAR 63 50.0 50.0 50.0 519 Sao 60.0 50 S0.0 50.0 .0 59.0 .0 50 0 50.0 50.0 48.4 47.3 a �.o so Soo sac 50. o w.0 0.o Wo We 60o 5a0 48.8 a7.6 IMPACT 72 60.0 69.0 SOA 50.9 50.0 1 5a0 1 50.0 1 MID I W.o I SDA 1 50.0 1 46.4 44.0 75.375 1 5110 5D.0 50.0 Sao 50.0 1 5110 .0 50.0 1 50.0 1 46.6 1 44.0 1 40.0 tn DP CHART IS FOR: INTERSECTED IMPACT 3'MULLION 1758,HORRONTAL OR VERTICAL,USING EITHER(PER END): o 1522 CLIPS Y (4)#10 SCREWS INTO WOOD or METAL '(n (4)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or W000 y (4) 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK lO 1787 CLIPS -(6)#10 SCREWS INTO WOOD or METAL ,o SQ -(6)SH 6"ITW TAPOONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD -(6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK WM.' i U�'ryrA& TWGUfRtPHORIZONTAL HOIZONTAL MULLION VERTIOWRAULLION •J(�!•\) 8�.•.,'%A��= T- �.r/. No 58201 '170 --- -- IS9NG1E1 • STATE OFTWIN ID s OR --- -- TRIPLE � Lam BELOW� 1- II I 412715 �OPENIPIO BIIE.----•-I Imo- MULL LENGTH--I LUCAS A.TURNER,P-E. FL PE#66201 •• ••• • • • • • •• 1239 dABARA AVE. • • • • • • • • • NORTH PORT,FL 34286 • • •• • • • • • PH.941-6Q-1874 • •• • • • • ••• • SHEET nemmprim •• ••• •• • • • •• NOTES: OP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN HOLD. _®� 2.AN INTERSECTED MULL BAR HAS OTHER MULL • ••• • ••• • • BARS)ATTACHED TO IT(SHOWN UV DASHES) ADE 08/27/12 • • • • • • • • • • 'THROUGH THE USE OF MULL HMO AN • • • • • • • • • • INTERSECTED MULL BAR WILL ALWAYS Be ° " •• • • • • • • •• • • ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED ••• ••• ••• ••• ••• ••• TO THE SUBSTRATE AND OTHER MULL BARS. SHEET -- 1;1 3 O F 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART 0 DESCM ON - - - FRA&IETYPE OPHNN(; "T' CLIP '1"Nu LBAR CLP i 1 H-17� 1 Wr x W MULLION TUBE LINE ITEMS NOT USED t$al- 1787 2 0 OR 012 HEXWASHER HEAD 7EK Trtde 68,12 NEW F1522 019 F-1767-001 3 910 x 1 T W PANHESHER D PFR fP8 21� FL ANC�E RETRO F-1522.006 F-1 757-M 19DO SW W SYSTEMS 4 010 T WASHER t9oa BW 44TTI AVE. 7 571897 MIULWN CLIP NEW MSM-013 F-1767-004#AFQ OCALA,FLORIDA 34474 FIN 6 SEALANT RETRO F15M13 F-lm 04"mWV4W '� 9 S-t895 DROP CAP NEW NOTRECOMMENDED F1767.00110 8-18M FLANGE ADAPTER -- 11 8018 OR ODVER BOX RETRO F 18 008 F-1757-001 3"PVC 13 P4W MULL BAR CAP MULL BAR 14 F-15422-013 r SLOTTED NEW OONTR=rK)N FN MULL CIS IMPACT 15 PAW-0 V SLOTTE 16 -1767-M L.ANME 7 MULL CLIP,ST - � 17 F1767.004 3'MULL CLIP�FIN,LEFT 16 F-17674MR L-ANCILE 3'MULL CLIP,FOV, 16 9t0 MEXWASNER HEAD TEK SCREW o 2D 910 FPM SGIREW Y UBE WOOI)SCRM MM(4HO OR 912),SPECIFlED IN WMMW UNIT APPROVAL WMIME NT r m :h 191d" 112' 11ns- am— i7ne' 17ne-"� g 'ia �l OC 1n6' tn8' DRIP CAP&1635 119/16' 1�� 173n8° MIULUON INf61lOA COVER 5-6018 FLANGE ADAPTER S-18W 27n6" �-1 311f•-� T— b 1!6' 1 Y Yn 6' (1718-1 I 1 4 z; 1.18' I 'I ) `{{{1N{f{glllll 1 Lv 3P8 ToPVIblN z711e^ 213n6' 1m. t5n8 4J`lt: N. 58401 7 13l4' 19te' �I� l 9a .,STATE OF �?ef 3'MULLBIVR H-175B LY 11B'31161 23+18" 4rw''.ss(6 pId�±yea r Illl�"Mry`Y.;;�1, LF 1!6' Muu-mcup,5-Imm 1 4/27/2016 2114' LUCAS A.TURNER,P.E. F-1522-008 FL PE S 86201 -- - - --- 1� RETRO 7 FLANGE CUP 1236 JABARA AVE. `I •• ••• • • • • • NORT14 PORT,FL 34288 If- JI • • •• • • • • • { PH.941-380-1674 • • �rtir-t47�—•---�1 J • • • • • �1 Q�Ui+.19 w sMT nEscrtmntaN_ •• ••;EW b;N;QUCTIl1TJ(F01 O�STALLATION BOM AND EXTRLISK)NS A __ _ TO ROVE M 1-RAME vww av: MTE�— ATTACHEMENTTO MULL BAR • ••• • ••• • • DETAILA • • • • • • • • • • ADE 09r�7H2 TYP.FIN FRAME 3:1 • • • • • • • • • • DWO 0. REV7- cWS-836 A NOTE: ALL EXTRUSIONS ARE ALUMINUM 60$3-T8 UNLESS OTHERWSE NOTED. •• • s • •• • e SHEET 1� 4 OF 10 • •• •• • • • •• •• FRAME TYPE OPENING ^T'MULLI&AR CLIP MULLBAR CLP (F-16224000 1787- FLANGE NEW F-1522-013-013013 F1787-001 WMMW MTjM 5 RETRO F-1522.0 F17874M1 ISM SW 44TH AVE. NEW F-lW2.013 F-1787-M4"R OCALA,FLORIDA 34474 FIN RETRO F-1592-013 F-1787404(L&M WWW.6WS.00 BOX NEW NOT RECOMMENDED F-1787-001 -- - RETRO F1522.008 F-1787-M so PV�'i MULL BAR IMPACT AM M1o' X-2 1 L } W m, Z z 10 a tq 1518 12 314°) 2 7/18• IL IL 1 sw mo l a 7/18•THRU(TYP)_ —114•THRU ITVP4 OUTMDE 'o NAaw 1w•(MP) 7118'(TYP) �`�,Gr- p:�GEN$'TL,p�"��i,� 3l8 .CP fi••;Yy t2 3f4.1 1 618' I �"•_ j R 9• p s�C1 BTATB OR •7�ifU� --O ,® ` !wt`s,<-eaIo?��r 1�' •••.S�ONAt�•'. hM�nntiA'� lir ,rr �- 8 7/B- 427 16 29!4' 29/4' 1•ANGLE 3'STANDARD MULL CUP-F1767-801 ACAS A.TURNEii,P.E. FL PE#G82D7 we-- - --- • 1239 JABARA AVE. 'L-ANGLE 3'MULL CUP.FIN(LEFT)F-1767-004L 'V AN3L:3'MULLCLt,FMGH:F-;787• • NOPR 94P1-380-15734 OUTSIDE • •• • • • • ••• • • • • • • • • • s M._ETIt EXTRUSIONS DRAWN , • • • • • • • • • • ADE 08/27!12 •• • • • • • • •• • • • •• • • • • • • e CWS4838 A ��' SHEET 1:2 5 OFiO • • • • • • • • • • • •• •• • • • •• •• 1900 SW 44TH AVE. OCALA.FLORIDA 54474 W W W.CWS.OG 3"PVC MULL BAR SEAL BEHIND FUMEACHING APPLY H OF I IT ALONG RAE RAME IMPACT SEAL BEHIND FLANGE�. PAtOR TO ATTACHING PRIOR LION CHWo TO MULLION/ LENGTH OO WINDOW OMNG TO MULLION 2 I Z GROOVE PRIOR TD ATTACHING 2 9 1 ® II 1 COVER 1 T 1� 11 1 11 3i FIN MUST BE REMOVED WHERE WMOWS O� CONNECTTO MULL - w. co TLA 8;211 A HORIZONTAL MULL BAR SECTION [�HORIZONTAL MULL BAR SECTION LAI YERTICAtJHOR�ONTAL MULL BAR SECTION a � CE GE FRAME WINDOW 8 FIN FRAME WI a BOX FRAME WINDOW h a 1 2 APPLY SEALANT ALONG FULL LENM OF MULLBAR GROOVE ��r�410RE1y«�►�� I �J PMOR TO ATTACHING DMP � I �sd�2RE ADAPTOR @�G�.,MSG@N&y�•.;Pyy. *: * •iw Fal Musr HE REx+ovm .a� . vufmExnnmows 1 CONNECT TO MULL 8TAT8 OR �+4: DETAIL A REAL BEHIIm FLANGE�� SEAL BEHIND FLANGE— drzrizol s (sEE DETAIL B) PRIOR TO ATTACHING (SEE DETAIL B) LUCAS A.TURNER,P.E. TOTO ATTACHING TO MUULICN LENGTH 5 FL PE*59201 TO MLRLION OF MULLem cAmovE 1239 _ - •• e�FLANCiE FRAME WINDOW • �1} ( �A ••• PRIRTO ATT ADAPTOR NORTH PORT, 3 $B B VERTCAL• PH 941.980-1574 FIN • • • SHEET I • • • • • • • • • LDESGRW •• ••• •• • • • •• r SECTION VIEWS jooL MULLS • •• ••• •• •• 90: ••• •c ADE 09127/12 • • • • • • • • • • • 1umft REV.: •• • • • • • • •• • • CWS-836 A • •• • • • • 00• • • DETAILS "guar- SHEET B OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 20=OW m,wim CD 0 0 0 1900 SW 44TH AVE. OCAI A,FLORIDA 34474 WWW.CWS.CC O - m.-+�+b.�. 1 :.i*=•--- � UL -—— ————- t�riri c:) 3n VC c, MULL BAR �.. . _ IMPACT eke t rt- - --- - - - - TOP VIEWSECTION VIEW A-A .� FIN FRAME O rn a o` ' APE PPROPRIATE DP CHART"EAPPROVS))FOR 8 ;IWARl1T6 APPROVAL FOR �.0 a APPROPRIATE DP CHARTS) I Q!z. �il�lU1! 4WRE��T4,.i, 9 ili?SM Ne mol •. s�SEENOTMAX EDISTANCE I]tT�ANIX.ED((iED18T1WCE ?'n :ltz1PI,Q EppE OISi'ANCE 1 8EE NOTE 1 _ _1r 0-,L STATE OF .4VA- 1s0V;'-, • (O R XOTE81 8 2 1 t9 SEE Nam 18 Z ',,,•s++nip 1i ��,,` 1 (I EAJONOTESt a a P) (t EAlcu� (i SEE NOTE 4* x/27/2015 SEE NOTE SEE NOTE 4 TO V VERT.MULLSAR SECTION d'HOR12.TO 31 VERT.MULU R SECTIONL�3' TO3'yERT.MULLBAR SECTION LUCAS A.TURNER,P.E FRAME WIKUXM FL PE#5=1 66* •a-• **-••• 9 i ••• t239JABARA AVE • • •• • • • • • NOTES: NORTH PORT,FL 34288; NsF1.941.�0-1374 • •• • • • • ••• • t.SLIDE CUP INTO LOCATICV AND SECURE WITH ITEMS 19(OTY 1)AND 20(OTY 1),AS sA bE n — • • • • • • • • • •• ••• •• • • • •• SHOWNA90VE. SECTION VIEWS 2 PRE-DFMJ.ED HOLES(THRU HN(2.IP 1857),SY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAININQ A MINIMUM CLIP EDGE DISTANCE OF 2W AND A MINMAIM CENTER TO Mm SPACIND OF V7'. WWN BY • • • • • • • • • • 9.THE A80VE SECTIONS APPLY TO ALL MLRL9AR-T04AULLBAR CONNECTIOM ADE 09/27112 • • • • • •••• • • • • • • MRDLEMOAO •OHO ,OaR TFULLMTH iEv.:O •• ••• ML4B • • • •• • CWS-836 A 4 INTEMOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET -- ---- CLIP.PREDRILL PILOT HOLE THRUALL MATERIAL 1:2 7 OF 10 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • - -NOTES: 1_THE MULL.BAR IN FOCUS FOR ANY GNEN CONFIGURATION IS SHOWN IN BOLD. TWOV TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2 AN INTERSECTED MULL BAR HAS OTHER MULL HRNOOW STS�EMS VERTICAL MULLION VERTICAL MUWON VERTICAL MULLION VERTICAL MULUON BARS)ATTACHED TO IT(SHOWN IN DASHES) IS=SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN OCALA FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW_GWSjCC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 7- t 3.TNOTHE ERSEGTED,MULL BARS CAN BE SUBSTRATE AND OTHER MULL BARS. �ED ie PVC MULL BAR IMPACT {-- OPENING sty -F OPEN WG SEM L G-- OPE me aw +•i aPENINLi BILE �— i a a o O' OPLL HORIZONTALMUWON HDRV=ALMULLION HWIZ AL MULLION N VERTIGALNUWON I O L OSUE l.o 0 L z 1o TWIN 1 ITMPLEI ' ku LLI UNITS I BELOW —MUM I ENOTH —«( I-•--mu LENoTH -4 MULL LENGTHI-- I 01-MM Scm � Fes— MULL LENGTH— ,'�Z �1 No 58207 %'p 1% ira "05 Z70: STAT? OF NOTES: �4'L�E`�'�.<,O R L V P,:�•�W�.` 4. NAV d I.AT MULLION LOCATION,ATTACH WINDOW UNIT( TO MULLBAR THRU FRAME AS SPECIFIED W W WDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED W THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(7110 OR 912)AS THE y WOOD SCREW INDICATED M THE WINDOW APPROVAL TEK SCRHBNS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INME WALL OF MULLBAR. r" 2.MULL CLIP INSTALLATION ANCHOR TYPE,SUE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED O4 THESE DRAW NGS.SEE TABLE 1.SHEET 9. 4M712016 LUCAS A TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR OOATINm DISSMAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED I FL PE 9 58201 WOOD MIST BE PROTECTED TO PREVENT REACTION, 1239 JABARA AVE, _ _ •• -•ate-�a* - -• • • }}s• NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SMALL BE IN ACCORDANCE WITH ANCHOR MANL&ACTUFIERf►N•yv�L Og IN� LAONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE I PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 8. • •• e • • • ••• • O 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSIN"S►& . F6WtONLHETE7df6 OPL#NR os,EmaEDMENT SHAD_BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS CONROURATIONS AND ARE OPTIONAL I ANCHORAGE NOTES B.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. W'-N ar: TF W • ••• • ••• • • ADE 09127/12 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS •BE � Y B1[19iE �R OF RECORD AND INSTALLED TO TRAtdSFER WIND LOADB TO THE STRUCTURE e t REV. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS�"W INT BD •�ti'g CQAVC�Ar D�NRY SUBSTRATES MAY N07 BE CRACKED. • •• • • • • • • • ' CW5-836 A 8.SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE&RWALLAT06SHALLOE DONEloY OTHENS FQLLOWtNG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: T EE PMAMIN AMA 100(FIN WDOWS),FMA(AAMA200(FLANGE WINDOWS), FMA7WDMA 250(BOX WINDOW&!,FMAfAAMAAYDMA S00(EXTERIOR DOORS) SHEET 1:1 8 10 ••• • • • • ••• • • 1900 SW ami AVE. OOALA.FLORIDA 34474 WVWW.CWS.CC 3"PVC MULL BAR IMPACT —RETRO PIT R'ANGLE A1ULL BAR CLIP MULL BAR CLIP TWO RECD'D PER EACH END OF MULL _ LL LAh w ._ MUBAR f a+F' • h<. MULL � Q 77 INSTALLATION ANCHOR --INSTALLAnOv ANGKOR ( I CO WE TASIE 1 SEE TABLE 1 SEALANT ALONG —ADD STRUCTURAL ELEMENTS SEALANTALANG � ADD STRUCTURAL EL BdENTS � 0 OUTSIDE SY EXPOSED `" MULL BAS EAR O MAKE LEVEL FOR OUTSIDE EXPOSED + AS REM KE TO MALEVEL FOR EDGE EDGE BY INSTALLER PERIMETER BY DWALL.ER SEALANT ER SEALANT ZO'0WC SIDE INAND OUT �TAB E 0, ILL Ef516E AND OUT M964ENT a��. SEE TABLE 1 SUBSTRATE BY OTHERS SUBSTRATE SY OTHERS I ;w. SEE TABLE I SEE TABLE 1 � f MIN.EDGE DISTMIN.EDGE DIST. I Q;O SEE TABLE t SEE TABLE 1 z T— �1.VERTICAL�CTION E�VERTICALSECTIDN , �WDRE+��,♦ 9 TYPICAL FLANGE METRO ANCHORAGE HEAD AND JAMS SIMILAR FOR FLANGE INSTALLATION HEAD AN JAMSS SIMR�FO FSE DWAL LA71ON Al" W Crr�pp•ii� rv� SF�••:4'�i Z-41.1No $8101 %s �'6 S 6pC STATE OF t gV O RNO IN,1 NA �E z�z NOTES: 4127=16 LUCAS A.TURNER,P.E. TABLE 1,APPROVED MIA L CUP WdSTALLA710N PASTED 1.ROX FRAME KILL INSTALLATION SIMILAR TO FLANGE FRAME FL PE 4 58201 1239 JASARA AVE. QTY ANCHORTYP6 _ • 2.SELL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 342M CONCRETE CEO K31 MN.) SMS'1TW TAPCON • •1' •• • d" • • AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2.85 KSI MN.) 3118'ELOO ULTRACON sNEET-- 3.RECESS RETRO MULLION CLIP 3W MAX.FOR CLEARANCE OF WINDOW HOLLOW or GROUT-FILLED CMU(ASTM C-80) 1/4'ELCO ULTRAOON •• ••It1w•i ••2A • • • UNIT AS NEED®. INSTALLATION DETAILS 2XMN.SOUTHERN PINE�O.SS) 3MV RW T 1 SIg+ 7/9° FLANGEOR ELOO ULTRAC N1 4.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2`3. (G=M55) 810 WOOD SCF�W • •• 13/8'• •• 7/r • • THREE t�� 2XMN.SOUTHERN PINE (3)ANCHORS RECXIIRED PER"L°MULL CLIP,SEE SHEETS 2J. 18 GAl1GE(0080')M8�1 STEEL STUD 81416 HILn KIND(FLEXVIR WN •FULL THI�u4D • • • • • ra SEAT MULLION TIGHT TO MULL CLIP. ADE 09127!12 • • 7118'• • • • e A : (33 KSI YIELD MIN) TEK9 BELE DRaLH Ki SLt1 TH OW. • •• • • CWS 1 i6 A 118'ALUM.{8083-75 MN.)OR 0 GRADE S SELF-TAPPBQt"r/ •PULLT�D • • • • S.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW 118"STEEL(33 KSI MIN.) DRILLING SSW •• •THRU O L8S • 7118'•• • SPECIFIC INSTALLATION DETAILS. SHAT 12 9 OF10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VVINDOW SYSTEMS 1340 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 310 rYC MULL BAR IMPACT REM Frr V ANGLE CUP MULLMULL am OUP TWO REO'D PER EACH END OF MULL � MULL EAR _ MULL RAR S � tai -- - INSTALLATION ANCHOR - INSTALLATION ANCHOR �O SEE TABLE 1,81sT 9 SEE TABLE 1, IW SEALANTALOt,*E -- .- SEALANT ALONLLE -- m:Q t Q OUTSIDE MMOSM E OUT8Y6 INAL EXPOSED etiEDGE BY INSTALLER em^p�-• 0- EXTERIOR FONtSH MN.EMBEDMENT EXTERIOR FMISH .q}•. MAL EMBEDMENT SEa OR BY OTHERS ! E TA1B.E 1.BHT 9 BY OTHERS !d SEE TABLE 1,BHT 9 PERIMETER SEALANT '$ PERIMETER SEALANTBY - • o� I DEETAM OUT "•�"' NODE ALUER INSIDE AM OUT I Fl- SUBSTRATE Oev SUBSTRATE BY OTHERS . SEE TABLE I,BHT 9 SEE TABLE I,SHT9 •:>• I #AtOREry��Ar MPL EDGE D01T. a MSN.EDGE DIST. ��•�,� E H`•.�V•�4i 'p1 VERTICAL BECKON SEE TABLE 1.BHT 8 O VERTICAL SEOTION SEE TABLE 1,BHT9 �.'�'( .•ti.1 10 TYPICAL FIN ANCHORA©E 10 � ,` No 5=1 HEAD AND JM�SIMILAR FOR FPI 0NSTAIiATION HEAD AND DJJAM S SMILAR ANCHORAGE INSTALLATION it C * •_ mob: BTATE OF ; �i�'hL•y P,1?�fi �ONAG��:o`,�r �rr�tp�n+�` z� Q271201b LUCAS A.TURNER P.E. NOTES, FL PE 8 58201 _ _ -••mss-•--e- e • • • -ss 1238 JA@ARA AVE. • • • • • • • • • 1.SILLSTOOL MUST BE FLUSH AGAINST ONSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 • • •• • • • • • AFTER INSTALLATION. PH.841=-1674 • •• • • • • ••• • • • • • • • • • • 2.RECESS RETRO MULLION CUP 31V MAX.FOR CLEARANCE OF WINDOW•• 000 •• • • • •• UNIT AS NEEDED. INSTALLATION DETATLS 3.FOUR(4)ANCHORS I IRE PERT MULL CUP,SEE SHEETS 2- FIN : - TTHREEREQ(3)ANCHORS REQUIRED PER•L•MULL CLIP,SEE SHEETS a-3. �evty evnATt•; • ••• ••• • • • • • ••• • • • • • 4.SEAT MULLION LR ON TIpHT TO Mi GUP. ADE 09/27!12 • • • • • • • • • • REV.: •• • • • • • • •• • • FOR ANCHORAGE DETAU FOR THE WINDOW,REFER TO THE WINDOW CWS-838 A ••• .• 000 ••• 0:: •• ••• SPEdFIC INSTALLATION DETAILS. SHEET -- - 12 10 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 3 I �rda NpMMMd SCIS Home log 1n r User Registration Hot Topics Submit Surcharge Stats&Facts n tions F c 4tn, F< I He un Uneg,0, Product Approval essa90 : UWR:NbBc User Regulation Product Approval Menu >Application List a Applleatlon DetaR FL# FL5823-R6 Application Type Revision Code Version 2014 Application Status Approved Comments 04/16 2015 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws,oc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc 6666 Quality Assurance Representative ]ay Lathrop ; • •••• '••• • Address/Phone/Email 1900 SW 44th Ave. •• • 0••• • Ocala,FL 34474 60••40• •00 0 40400.00 ( 352)368-6922 Ext 291 • jlathrop0cws.cc000000 • 000000 0000 •• • • • Category WlndOws •00• • •• ••400• � rY Subcategory Sic►gle Hung o••••• •••40 000000. • 0 • • �• •• 040400 •►6066 � � LL-- • Compliance Method Evaluation Report from a Florida Reg 7kWect or a Licensed •0 Florida Professional Engineer • 0 0 000000 40.0.0• 0 Evaluation Report-Hardcopy RecelvOd 0 0 0 0 0 • 0 ••040•• Florida Engineer or Architect Name who developed Lucas A.Turner •••0 the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R6 COI EvalRev CWS-15SC(SH-8100 Impact)pdf Referenced Standard and Year(of Standard) StandardYear AAMA/WUMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 SummaSummary of Products PL# Model,Number or Name Description 5823.1 81DO Vinyl Single Hung 8100 Vinyl Single Hung(Impact) of use Installation Instructions Approved for use In HVHZ:Yes FL5823 R6 II CWS-155C(SFl 8100.Impaet).odf Approved for use outside HVHZ Yes Verified By: Lucas A.Turner$8201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large Missile,see installation dwgs.for Max.size FL5823 R6 AE DuPont PVR NOA 13-0129 27.pdf and DP.Outer lite In I.G.must be safety glazed when used F(5823 R6 AE EvalReo CWS 155C(SH-8 100Imoad)Dd above 30 ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE Ouanex(Mikron)NOA 1271017 02.odf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&SIII SH-8100 Cont.Hd.&SIII(double Single Hung),Impact,74 1/8"x 63". Limits of Use InstaIledion Instructlona Approved for use In HVHZ:Yes FL5823 R6 II CWS-4408(SH-81017.IMP.74x63. Approved for use outside HVHZ:Yes CONTHDSL).odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 0000 Design Pressure:N/A Created by Independent Third jParty:•Yes •••••• •••••• Other:Max.unit size 72-7/8'x 61-3/4'.Outer lite In I.G. Evaluation Reports • a a a must be safety glazed when used above 30 ft in HVHZ. FL5823 R6 AEDuPont - ! ••• • Glass complies to ASTM E1300-04. }F5823 R6 AE EvalReo CwS� y(Z -8100.1m& •/4 i • CONTH DSL).odf • FL5823 R6 AE Quanext Ikr •1 -1 17 Wjdf • • Created by Independent Third Parr eYes •• • i••••i 5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&SIII(dou.Ie S;�I:Hung),Impact,74 •• ••• x 72'. • • • • Limits of Use Installation Instructions • • •••• • Approved for use In HVHZ:Yes FL5823 R6 II - •MI) P.74x72. • •• Approved for use outside HVHZi Yes CONTHDSL).odf • • • • •••••• Impact Resistant:Yes Verified By:Lucas A.Turner S 201 *0000* Design Pressure:+67.5/-67.5 Created by Independent Third JNrt%lfgs • ;••••; Other:Large Missile,DP=+/-67.5 lost,Max.size 74-1/8" Evaluation Reports •• • see* • • x 72".Outer Iite in I.G.must be safety glazed when usedFL-5823 R6 AE Duftan'.1111-1—N-- - • • above 30 ft.in HVHZ.Glass complies to ASTM E130O-04. FL5823 R6 AE EvaIReRC s491B fSH-8100.IMP074x72, C�NTHD5L).odf FL5823 R6 AE Quanex Mikron)NOA 12-1017 02.gdf Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL5823 R6 II CWS-295C(SH-8100.IMP.5206).odf Approved for use outside HVHZt Yes Verified By: Lucas A.Turner 58201 Impact Resistent:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other.Large Missile,52'x 96"w/5 HI sash,+/-67.5 psf. FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf Outer lite in I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-D624 02.0f ft.In HVHZ.Glass complies to ASTM E13D0-04. FL5823 R6 AE EvalRea CWS-295C jSH-8100.IMP. S2x96).odf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes ® Newt http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param—wGEVXQwtDgvMdF6zR.4iHI.... 6/24/2015 Florida Building Code Online Page 3 of 3 Qpuctuy::Im North Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2018 State of Florida.:;P&mcv Statement;:Accessibility Statement ggefundStaternen Under Florida law,emall addresses are public records.It you do net want your e-mall address released In response to a public-reCorde request,do not send electronic maA m this enNry.Irmimad,oaMect the o0ice by Phone or by traditional map.If you have any questions,please contact 850.487.1395."Pursuant to Section 455275(1),Florida StaMes,aBectiva October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departnunit with an omall address if they two one.The emalis provided may be used for otticiai cornmun catbn with the Ikersm However mall addresses are public record,V you do not wish to supply a personal address,please provide the Department with an ema0 address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please didtb=. Product Approval Acceptsa =®®a 0000 • • • • • • •• • •4,.6 • 0000•• •• 0 0000•• • 000000 • • • ••6••• 0000 •• • • • • • • 0 • 606,0 • •• 0000• V••••• 0000 06.06 166 as 6.6• 6,04,0410 • �00 ••• • •• • • •••00a 00 0 http://www.floridabuilding.org/pr/pr app 4d.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 TT T�.L�.l'�I 1�TER 1239 Jabara Ave. �.J North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 155C April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 441 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(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-155C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-1A,-2,-2A,3669-1,-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 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-155C. 0000 . . 0000 0000.. Limitations of Use: This product: • .. 0000 • May be used in O/X configuration in sizes,design pressures,and with max.gjVc JJ�O heints%s; **so:* shown in CWS-155C 0000.. • Is impact resistant and does not require the use of shutters 0 0 0 0 :00 May be used in the High Velocity Hurricane Zone 4,00000 • • • 0000 .. 0000. • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outbekt4 litg(Tempe'. *sees required above 30 ft in HVHZ) —Air—5/16 Laminated(1/BAnn-.090PVB-If An4:)inboard'Ihh' ••••;• • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27' 00:0:•••• ' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.{12-1 91 7.02':••• •••• • . . .0000• 'I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and •; • that they comply with the requirements of the 5a`Ed.(2014)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 financial interest in any other entity involved in the testing or approval process of this product. s,,+►+ P'tlORE4►+ ,�'i�i -.7 No 58201 6 'f. 1- * 4/18/2015 Cc STATE OF ;' r Lucas A. Turner,P.E. 00. FL PE#58201 Lucas A. Turner r�*+►i�� t'NAs,, ;:+`� 2015-04-18 22:13-04:00 SINGLE HUNG - LARGE MISSILE IMPACT CENERALN=S: (SHOWN w/QIFFERMT OPTIONS) 1.THE PRODUCT SHOWN HEREIN 18 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBG),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1999 PER THE FBC. WW W.CWS.CC 64 OVERALL FLAANNGE WIDTH— ~ 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 Pvc — 53 i18'MAX UNR WIDTH ----• OVERAL FLANGE WIDTH 3.CONFlGURATIONs:•onr. SINGLE HUNG 4.DESIGN PRESSURE RATING: --- Q° I -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND IMPACT GLLASSASS DLO I 3r GLASS TABLES ASTM E-1300-04. MAX UNIT WIDTH I -PKOTIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER -- 31.13h8' INFILTRATION TEST PRESSURE AND GLASS TABLES Iil 77114• GLASS DLO ASTM E-1300-04. MAX 1 I � eD OVERALL I A 6.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED MANGE I ® I 7`— 1 `_ - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR gYg L wp 7 DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD u1 q 33UF JV H31/4 -r ANCHOR CALCULATIONS. 5� GLASS OVERALL I I I 1"i Q 71 I t DLO FLANGE I I S.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY MAX I I HEIGHT gr LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL W HEIGHT I I B O B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO cc w W 1 I ---1 MAX DLO HURRICANE WINDS AND FLYING DMIS. i d w I UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 0 � B I I I USED AT FOXED MEETING RAIL AND JAMB. I 8.SERIES iMODEL DESIGNATION SH-Bi 00. 5MAX p SASH X 6 GLASS 9.sr19' 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: V m Q z HEIGHT DLO MAX 6 SASH v X-OPERABLE SASH,O=FIXED SASH �Nann i HE j HT /� 1 � 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��`�aPt; 4 C L 1 LOCATION. +�.0 .+��XSET1f$�.-No" ms 11.EXTERNAL WEEP SLOT-1/4"x 1.114'LOCATED 4'FROM BOTH ENDS. �v tt No MCI SV0 C e ! A �i 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x Sr- 46 3V r-463/8" I %'P STATE OF .fQ GLASS DLO , GLASS DLO— 1 r?y; L�'[�.p w�O�91"0 --- MAX�SAM WIDTH.. �..MAX H LOTH Lucas A.Turner 4,�DNAL��`� 2015-04-09 msm.fi` 12:43-04:00AIRMIA x� LUCAS A-TURNER,P.E. FL PE#58201 1239 JABAFLA AVE. •• •r • -♦ • • •• NORTH PORT,FL 34288 • • ••• • • • PH.941-380-1874 PBSIGN PRESSURE GENERAL NOTES AND LOCA�I®N 14tAX�t�N!'PSI�E' IMPACT RATING TABLE OF CONTENTS RATING ELEVATIONS GENERAL NOTES&ELEVATLONS._..1 NON- �: GLAZING DETAILS..............................2 •• •OL • • ADE 08/70/08 • tJ-67.5 PS LARGE MISSILE IMPACT SECTION VIEWS 8 ALT.FRAME........3 s; y EXTRUSIONSE 13.0-M..........ES..........4 NO GWS-155 C ANCHOR SCHEDULE 8 NOTES..-.-.....5 INSTALLATION DETAILS.._.................6 • • X • •• +67.5/-7 SHEET 1:1 1 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • !�- —7/8"OVERALL INSULATED GLASS 7sr OVERALL INSULATED GLASS . �^ _.--•--,/8'ANNEALED Y/8'ANNEALEDWINOM SYSTEM i+----► -7flWAIRSPACE -�. ' IWOSW44THAVE. 1 7H 8"AIRSPACE OCALA,FLORIDA3a474 •-� 5/1s"LAUAIIYATEDGLASS — 5/18'LAMINATED GLASS W W W.CWS.CC 118'ANNEALED 118'ANNEALED 8100 PVC - r , r ; ABO"PVI)INTERLAYER BY DUPONT ABO"P" ER BY DUPONT .Tr l/B•ANNEALED 11l8"ANNEALED SINGLE HUNG u ouRAseBY TRusEAL IMPACT DURAMAL BY TRUSEAL -PURFEGr GLAZE IW OR SIKAFLEX 852 1 PURFECT GLAZE"H'OR SIKAFLEX 852 ,p ,< s,rr GLASS SITE trr GLASS BITE � IILU- �ulm to O v o y a a GLASS TYPE A GLASS TYPE A Q FIXED LITE SASH LITE Um -ci �4�tm+ar --r• '7 - BOVERALL NAATEDGLASS ham— 1-78OVERALL INSULATED GLASS ;+� �4:• LACDRfl�EH.wN --Vff TEMPERED V°TEMPERED s.w'•T(j5�i,i # -• -� r- 7/Y8'AIRSPACE -7118'AIRSPACE --5118'LAMINATED GLASS �— 5118'LAMINATEDGLASS * •*; —i =- -1f8°ANNEALEDI— 118°ANNEALED 9'S STATB OF ? OW PVB INTERLAYER BY DUPONT +SO�••ti�,< • .086"PVB INTERLAYER BY DUPONT i*4�,a y�R t p..•'p�� ANNEALED L..-118'ANNEALED nh rnOn n�`y�,, DURASEAL BY TRUSEAL —DURASEAL BY TRUSEAL x 1 PURFECT GLAZE 9a"OR SIKAFLEX 552 1 PURFECT GLAZE"H"OR SIKAFLEX 552 _I. —r LUCAS A.TURNER,P.E. 1 lf2°GLASS SITE V2'GLASS BITE FL PE#58201 t1289 JAMW AVE. -- �•40 40s 0 • • • • • •• NORTH PORT,FL 34288 • • •• • • • • • PH.9413$0.1574 • •• • • • • ••• • 7 DESCR •• ••• •• • • • •• n 0 GLAZING DETAILS a l„UI DRAM BY: • •• •0:0 •• .1. •••• .0. ••• ADE 06110/08 • • • • • • • • • • !: REV•: _ •• • • • • • • •• • • GLASS TYPE B CWS-155 C FUnDYPEEB 4040• :• ••• 0040 0400 ••• SASH LRE SHEET 1:1 2OF6 4040• • • • • 4040• • • • • • • • • • • • • • 4040 4040 • • • 4040 4040 4040• • • • 4040• e • INTERroR 3 1� WwmwmTomm 10 11 15 3 1900 SW 44TH AVE. OCAIA,FLORIDA 34474 W W W.CWS.CC 41 1 41 V I W PVC SINGLE HUNG 48 IMPACT 21 SECTION VIEW B-B 26 m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, � RIGHT SIDE SHOWS SASH SECTION VIEW. 43 � � Zz 31 � co 0_ 7 INTERIOR 4 5 D vmeZ 46 19 'go yTYRE�y�4'� 58201 �'7P 12 139'9 BTATE OF P& to ¢+S0 yFi4��w.1-�l,•��2�`• O r LUCAS A TURNER,P.E. 16 FL PE#58201 2 -- 1238 JABARA AVE •s ey• s • • • • •• NORTH PORT,FL 34288 s • • • • • • • • PH.941-380-1574 • •• • • • • •e• • s11ffr • • • • e • • • • SECTION VIEW C-C SECTION VIEW A-A •• 000 •• • c • •• SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOOKS ALLOWED FOR SIZES OVER 38•x 621, u FOR UNITS 36'x 8Z AND UNDER. • •• ••• .0. •••• .0. •• ADE • DBIt 0/08 • • ITEMS NOT SHOWN FOR CLARITY: • • • : : � • • •: GWS-155 C 22,Z7-28,33-37.43-45 •• • • • •• • WALE SHEET 1:2 30F6 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PARIS LISTITEMPARTO IDN %Sftl@ n9 PVC KRON {.. -3 U8' CONSTRUC WN OROMMEM0 1 H-t�i1 carne Hid,FI 2 H-8031 Frame Bill,Fig, m e PVC NllKRO I 3 H-BIXi1 FrameJemb,Fig,Si Hu MOCRON 1 �- 116116'- I23'16'-r 1800 SW 44TH AVE 4 H t 838 Alun.Fixed Meet.RBII KEYMARK 2 1 r OCALA,FLORIDA 34474 5 Fixed R8I1 CM MIKRO N 3 ! B 6 WWW.CWS,CC 6 H-�27 Sash To PVC M8C 211/18' 1 B!8° 1 B/8• 7 H-1497 rd0rcement to STIR ALUM KEYMARK U18' 8 H Sash Bottom Rall PVC MIKRON 1 ._ tne' ln6- CORNEA WELD 81�PVC 9 H-1699 Rehdwaement for SBR ALUMINUM I KEYMARK1- (ALL SIDES) SINGLE HUNG TO moa h Sidq8811 V M IMPACT 11 5-1498 FRakdorceOlant for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-8031 PVC SASH BTM.RAIL-G= PVC SASH TOP RAIL-M 12 576084 Owing Bead PVC MOam m • E 13 P3118 Keeper.S Lock 27NC SULLIVAN- ! 14 P-3541 08 x 112',Pan Head, STEEL FASTENAL 3118° -i q 15 P4632 Sweep Lock ZNC ULLIVAN , o 16 1 P-4633 Barrel FaMww ST= FASTENAL a 171 Block&Tackle Balance STEEL CA0WELLv-- W y 18 Purtect Glaze'H'or ex 552 SILICONE HENKEL/SKAI : a FIXED MEETING RAIL rq 19 $ash SEESIIEET2 SS CJIRDINAL 1 SCREWED TOGETHER WRH 5 o p 2D Fixed SEE SHEET 2 GLASS RDINAL1l18 ' I I OUTERFRAME Ci 21 P-34 99 Wet .,0.270 x 0.187 back FInSeel ULTRAFAB 3 91781518" 21/0" 1n B' 7:8 a o cc 1A 22 P-4638 ;x 2-1/2 PHM rues,Type A,TEK STEEL FASTS I 1116' ffi 4 23 010 x 1 112'Penhead SMS STEEL FASTENAL1- 24 Fkii Washer STEEL FASTENAL 25 5.80726 3 Screen Catch PVC �8� ) 1._ PiK;SASH 3@E RAIL-SW FDO RAIL-1838 1st i4� 27 84061 98 x 1 1!4'Ph Fh TEK jKC FASTENAL PVC FRAME FIN-SM 5 7 0 28 P-3748 46 x 0.828' Fh TEK,W M. 2WC FASTS O m 29 P-3783 Impact,Lack NTER_Opt 30 84069 krmaCt, L N-M- xNtimiu+4 31 P4264 iib x 4 FH PH Wl08 Hid,TEK,Win STEEL NAL 4 t 5x18'~ 112'— rr1 i7B' ��-~_ 1 1!8'x+ P��p5�`�p�V•��y 32 P-3218 Screen Frame ALUMINLN ALLMETAL 6ne- I^ A !38 P-3321 Semen ComarK P TGC M&M r� -- 6 '�JVP;I��GENs�., t•�i 7�' L $- 16ns' I T �: Ne 59201 4P P- Screen Spline RUBBER DAPA —1lt6 — fL dt8' *S • *S P-3�1 Screen Cloth VINYL WIER —tns• _ ! P3433 creep prlrM STEEL HURLEY PVC SASH STOP-� PVC SCREEN CATCH•W13 PVC FIXED RAO-COVER-SM PVC SCREEN SUPPORT-8014 ps 6TATP OF A P-3029 Screen Pull Tab TEFL HURLEY y�.q ,±` r, � P-3352 Set.Bk.118'x618°x 2' RUBBER FRANK LONE �iiF�''t°.a °..°'0G�� 39 P-3788 08 x 5/8 Phil Pen Zinc ZINC PASTE 40 P-4479 Wetlptxxer PLASTIC M&M �+h�HrR 41 P3113 Sam Support RUBBER TEAM 374°-«°- 3W- +1 8�' I!4' 42 P-5028 PVC M 3118• 43 P3068 PLASTE UP �I 1- 44 P3205 Take Out Clip STEEL SUMMIT t 7Sdt8° 1118• t 116" 7!8° 'ji LUCAS PE 458201'P E. 46 P-3342 Beam S E �- tn8' �— T - -- 1239.1ABARAAVE. 48 P3752 Hffia - -PLASTIC M&M • • INr;S.�R f�.��•1 • ••• REINF.BTM RAIL-1899 RE INF.TOP RAIL-1497 M GLA23NG BEAD-8064 NORTH PORT,FL 34238 47 H•8048 Frame Head,FIN,Single H= PVC 1 MR(RON • • •• • • • • • PH.941-3a*-1574 48 P-4959 JaM 0.420 x 0.187 hack NYLON uumv •• • • • • :9: • 9 SHEET DESMIPTION: •• ••• •• • • • •• BOM AND EXTRUSIONS 112'-1•-- — WPAWN 0r. ADE 08/10/08 • • • • • • • • • • ® c .. •• • • • • • • •• • • SCREW SUPP011T3113 • •• • • • • • • CwS-155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063.76 UNLESS OTHERWIS!16O7EC; •• • •• • SHEET 12 40F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IS-MAX O.a(TYP.) r MAX(M.) .. 4'MAX(IYP.)--r i �+ - 8•MAX O.C.(1YP.) M4WWMrEM1900 SW 44TH AVE. f% Ir MAX.MR).. 4•MAX(TYP•)� { OCALA,FLORIDA34474 ' ANCHOA AT MIDSPAN(TYP.} — 4'MAX(TYP.)� -. -iI—rMAX O.C.(TYP.) WWW.CWS.CC 6 -- -- 47 MAX(TYP.)-- g T" (r MAX ITYR) w MAX(TYPJ-i 8100 PvC SINGLE HUNG MAX as / p �o.a p s IMPACT (TYP.) 8' i i 1013/t8' — p MAX O.C. p m m �,O.C. ITYP.) a ib g a eo `MG RAR y tt{LL{�� tv ( W F Q m 4- .) x X 4•(EYP)J I X x y v z rL ANCHOR LAYOUT-fFLANtiEI ANCHOR LAYOUT-EFW} ANCHOR LAYOUT-EFLMIGEI o 0 0 R 3[P x 8T SIZES OVER 38"x02' 8�9fi x 8C AND LANDER x 82YAND llNDER � C tim GZ ��H�ttngtyt �'v Ne 58201 ��'P'fr :kIt NOTES: �5 9'tti STATE OF t 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. +yy i�Sa.Gp%'r•�`=�� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/1tr IS PRESENT. LOAD BEARING SHIMS SHALL BE ythttltOt, � CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. jn,p �� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET& 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. S.INSTAL IED IN ANCHORS SHALL BE W ACCORDANCE WITH ANCHOR MANLIFACTy�TA�LAjION WSTRyIO'EZONS,�ID ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT.FL 342(IS SPECIFIED IN TABLE t,SHEET6. • • • • • • • • • PH.841-380-1574 6 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR SfUCCO!PORCORCF1TpICT�d9EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE i� LGtETQU 1 BS��CRAO EEN THE PRODUCT AND THE SUSSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X SUCKS BETWEEN NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:X FOR MASONRY,1'FOR WOOD AND METAL, DRAWN W. 8.WOOD OR MASONRY OPENINGS.BUCKS MID BUCK FASTENERS SHALL BE PROPERW4)E81t'NEa BY THE H OR }NEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS Gr04:M IN'AUGNE E�T& RE Q j@D PIRY SUBSTRATES MAY NOT BE CRACKED. Imo 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 09 Q(STAC1,jITI&I"Ei DQN SY Ort1ERIFO LOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-155 C FMA/AAMA 100(FIN WINDOWS},FMA/AAMA 200(FLMOE WINDOWS),FMA46FBMA 250(BOX WINDOWS),%WAAMAtk'/DMA 3ngDc ERIOR DOORS) W.ALr. SHEET 125 5 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT -- TYPICAL HEAD ANCHORAGE SEE TABLE 1 I SUBSTRATE BY OTHERS .. ---;-- MIN.EDGE DIST. 114-MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE wmocwmnmffl SEE TABLE 1 I SEE TARE 1 BY OTHERS 1800 SW 44TH AVE. BLE 1 OCALA,FLORIDA 34474 SUBSTRATE BV OTHERS - - - -L ! f 114'MAX SHIM SEE TAWW W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT MN.EDGE DIST. PERNETER 1SEALANT..—..Ili SEE TABLE 1 SEE TABLE 1 BY INSTALLER1 —� 8100 PVC INSTALLATION ANCHOR SINGLE HUNG FlJI INSEE AND OUT SEE TABLE 1 - MIN.EMBEDMENT FL SEALANT BENSEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4'MAX SHIM I I PER PERIMETER lk PERIMETER SEALANT i BYINSTALLER BY INSTALLER INSIDE AND OUT O INSIDE AND OUT - INSTALLATION ANCHOR x LL m lgl INSTALLATION ANCHOR SEALANT BEHM SEE TABLE i SEE TABLE 1 FLJINGE BY INSTALLER SEALANT BEHIND Feu BY NSTALLEp a o HORIZONTAL SECTION _ 0 HORIZONTAL SECTION F IF 6 TYPICAL IaraB ANC 6 TYPIG41 FIN ANCHORAGE g HEAD AND SILL SIMILAR FOR FN INSTALLATION $ N 114•MAX SHIM q SEALANT BEHIND w FLANGE BY INSTALLER t > > > C PERIMETER SEALANT MIN.EMBEDMENT ssnn INSIDE INSTDEQ SEE TABLE I �N OREW 1 pg.�tG NSF L44 SUBSTRATE BY OTHERS SEE TABLE 1 MIN,EDlBE DIST. k • SEE TABLE 1 STATE OF OF Ff A VERI'IGALSECTtON � � �' 6 TYPICAL SILL ANCHORAGE yfl ��f z� TABLE I:APPROVED INSTALLATION FASTENERS FRAME= OIST LUCAS A TURNER,P.E. E CONCRETE(20 KSI MIN.) 3118'ITW TAPCON 1-112" 1-V8' FL PE 9 58'201 51 7APrIM PERIMETER SEALANT 1239 JASARA AVE. INSTALLER FLAKE CONCRETE(285 KSI MIN.) 3118'ELDO UL V N • •• • • • •1' INSIDE AND OUT NORTH PORT,FL 34288 D HORIZONTALSECTI PH.941-380-1574FLANGE GROUT FILLED CMU(ASTM C-00) 3/18'ELCO IATAAt�N •• 1- 4' Z SOX-ORM E NTMLATION • FLANGE 2X MIN SOUTHERN PINE(G=0.55) 311111?ITW TAFUUNg• • HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO IaTRAOON 1.3/B* 7PlS' INSTALLATION DETAILS FLANGE 2X MIN SOUTHERN PINE".W 910 WOOD SCREW 1.318' 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANG= 13 GAUGE(MOW)MIN.STEEL STUD 910.16 HL11 KWW*^FLEXR( f1W FjJLI.TMD • 7t18,• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ' (33 KSI YIELD MM TEKS SELF-D�,YN 8Ly"�Eyy T}agU b$F�^ ADE 00lt0I08 • • • • • -MIN. FILLET OF CONSTRUC710N-GRADE ADHESIVE CAULK IS APPLIED d a; 7/8'ALUM.{8063 75 MO I)OR 910 GRADE 6 BEu U1AP 1 D FLANGE • • • • • •or/it • INSIDE AND OUT,FULL PERIMETER,BY INSTALLER, 1/8'STEEL(33 KSI MIN,) DRILLING 800• •• • 12F • • • PRODUCTANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 C FN 10C MIN.SOUTHERN PINE(00.55) 98 WOOD screw • 1-1 7/18' SHOWN FOR FLANGE WINDOWS. SHEET 1 6 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Florida Building Code Online Page 1 of 4 r rtt '`J r� _ICY-,=ria _i ul� `tl�'7.PG:�� 1;,r��i�•�d�tl —A&� — i FlOridaQeparUl>entd sasHome Wgm userReplsVatlon FIOtTgslr9 3uDmltsuerpe stets&Pada nu xauaro, ! re btil F ft�ro�ta; ;a•cnl1 Business' Professi al Product Ic User ' Regulation ININAMEN"M PmdUct a29=1 M—>Vredut#or nollwtlen + h>AnpIlGatton LJS >Appri®Lon Dete9 FL.# D*Appved t Application Type Code Version Application Status by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Therma-Tru Corporation AddresWPhone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickwOrwbldgconsultants.com Authorized Signature Vivian Wright rickw@Irwbidgmnsultents.com Technical Representative Address/Phone/Email 0000 • • •••• 00.0.0 Quality Assurance Representative ' • • • Address/Phone/Emall .:00 • • • • • 000 0000•• • 6 • Category Exterior Doors •••••• 0606 •• • • • Subcategory Inging Exterior Door Assemblies • • • • • 0000 • •• 66066 Compliance Method Certification Mark or Listing 0.6••• •.•6 ••••• e• •• sees 6•00e0 • Certification Agency National Accreditation&Management Invtud e 0 0 • 6 •••• Validated By Ryan J.King,P.E. • 669966 • • • • • 621 Validation Checklist-Hardcopy ReceRrgd•• 6 0 e :0090: Referenced Standard and Year(of Standard) fift0d9Ci1 YAM ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/10/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/13/2016 http://www.floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgUMi59%2fDrx... 4/15/2016 Florida.Building Code Online Page 2 of 4 Summary of Products PL I Model,Number or Name Description 14991.1 a.`Traditions" 3'0 x 6'8"Impact"Steel Single Door-inswing or Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ-Yes FL14991 R2 C CAC 14991.1 NAMI C RT Ddf Approved for use outside HVHZ:Yes anee Contract Expiration Date Impact Resistant:Yes Oaprnstrucfto, Design Pressure-N/A Other,See INST 14991.1 for Design Pressure Ratings,any FL14991 R2 II INST 14991.1.ndf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R2 AE EM 14991.1.o Created by Independent Third Party:Yes 14991.2 b.'Traditions" 310 x 618"Impact"Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ.Yes FL14921 R2 C CAC 14991.7 NAMI CERT.Dd Approved for usa outside HVHZ-Yes QualRy Assurance Contract Expiration Onto Impact Resistant]Yes 03/31/2026 Design Pressure.N/A Installation Instructions Other]See INST 14991.2 for Design Pressure Ratings,any FL14991 additional use limitations,Installation instructlons and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R2 AE EVAL 14991.2.Ddf Created by Independent Third Party:Yes 14991.3 c.'Traditions" 3'0 x 6'8"Impact'Steel Single Door with Sidelites-Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZi Yes FL14991 R2 C CAC 14991.3 NAMI CERT.pd Approved for use outside HVHZ]Yes Quality Assurance CoraLest Expiration Date Impact Resistant.Yes 03/31/2026 •••, Design Pressure-N/A Installation Instructions • • Other..See INST 14991.3 for Design Pressure Ratings,any FU4921 R2 11 INST 149 ocil�• •••• '•'•�' additional use limitations,installation instructions and Verifled By:Lyndon F.Schmid,.P•E.41409 ....••• • product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Thirdar U. •�•• � ••••�• Evaluation Reports • FL14991 R7_ AE EVAL 14991,6,bdf••• • • • Created by Independent Inde Third P es �'•'• Pe ��tw�' .. ..... 14991.4 d.'Traditions" 5'0 x 6'8"Impact"Steel Double door-Inswing or Outswing • • (XX Configuration) •••••• too**. ••••• Limits of Use Certification Agency Certiflc9de •• •••• •••• • Approved for use In HVHM Yes f • • Approved for use outside HVHZ.Yes Quality Assurance Contract Pwl&uDn Data• 0 ••••:• Impact Resistants Yes 03/31/2026 000000 Design Pressure]N/A Installation Inductions • • • • • Other.See INST 14991.4 for Design Pressure Ratings,any 14991,41A• •••• •• • additional use limitations,installation instructions and Verifled By:Lyndon F.Schmidt,P.E.43409 0,00• • product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes • Evaluation Reports R-14991 R2 AE EVAL 14991.4.vdf Created by Independent Third Party:Yes 14991.5 e."Traditions" 6'0 x 68"Impact`Steel Double Door with Sldelltes-Inswing or Outswing(OXXO Configuration)canflgurations up to B'0 in helght) Limits of Use Certification Agency Cartillicate Approved for use In HVHZ.Yes FL14991 R2 C CAC 14921.5 NAMI CERT.rA Approved for use outside HVHZs Yes Quality Assurance Contract Expiration Date Impact Resistants Yes 03/31/2026 Design Pressure]N/A Installation Instructions Other.See INST 14991.5 for Design Pressure Ratings,any FL14991 R2 11 INST 14991A.pdf additional use limitations,installation Instructions and Verified By:Lyndon F.Schmidtk P.E.43409 product particulars,(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R2 AE EVA Created by Independent ftParty:Yes 14991.6 f. "Profiles" 3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing (X Configuration) h4://www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDquZRj59%2tDrx... 4/15/2016 Florida Building Code Online Page 3 of 4 Limits of Use Certifkation Agency Certificate Approved for use In HVHZ:Yes FL14991 R2 C CAC 14991.6 NAMI CERT.odf Approved for use outside HVH&Yes Quality Assurance Contract Expiration Dade Impact Resistant:Yes 03/31/2026 Design Pressures N/A Installation Instructions Other:See INST 14991.6 for Design Pressure Ratings,any FL14991 R2 II INST 14991.6.2df additional use limitations,Installation instructions and Verlffed By:Lyndon F.Schmidt,A.E.43409 product pa Mcula rs.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports E_r14991 R2 AE EVAL 14941.6.odf Created by Independent Third Party:Yes 14991.7 g."Profiles, 3'0 x 6'8"Impact°Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes EL14291 R2 C CAC 14991.7 NA.MI CERT odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure:N/A Installation Instructions Other.See INST 14991.7 for Design Pressure Ratings,any FL14991 R2 II INST 14991.7.PdF additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by independent Third Party:Yes Evaluation Reports FL14991 R2 AE EVAL 14991.7.odf Created by Independent Third Party:Yes 14991.8 h.°Profiles' 3'0 x 68'Impact"Steel Single Door with Sldelites-Inswing or Outswing(OXO Configuration) Umit s of use Carti ication Agency Certlficate Approved for Lose In HVHZe Yes FL14991 R2 C CAC 14991.8 NAMI CERT.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistants Yes 03/31/2026 Design Pressure:N/A Installation Instructions Other.See INST 14991.8 for Design Pressure Ratings,any EL14991 R2 II INST 14991.11.0f additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R2 AE EVAL 1 Created by Independent Third Party:Yes •• • 14991.9 1.'Profiles" 6'0 x 6'8"Impact"Steel DoubfQ Doors Inswing pr,Outs wing •••••• (XX Configuration) • • • • some Limits of Use • Certification Agency Certiflsam • • • • Approved for use in HVHZ.,Yes FL14991 R2 C CAG 14991.9 NAM ••• •• • •••••• d Approved for use outside HVHZ: t's Yes Quality Assurance ContracPfiffon Date Impact Resistants Yes 03/31/2026 •••••• Design Pressure.N/A Installation Instructions • • • • • Other:See INST 14991.9 for Design Pressure Ratings,any FL14991 R2 II INST 14991.9.8 •• • •• •• ••• additional use Ilmitatlons,Installation Instructions and Verified By:Lyndon F.Schmidt,•41b. 49409 0000 ••••• product particulars.(Note-Glazing meets ASTM E3300-04) Created by Independent Third P 1� • • Evaluation Reports •iiRY• •••• •••• • R2 AE / L14 t•• • • Created by Independent Thi f arty:Yes • • me**:* 14991.10 J.'Profiles' 610 x 618'Impact"Steel Double Door;*h Sidegtes- In •••• or Outswing(0)0(0 ConflguratIcAr • • • Unifts of Use Certification Agency Certificate Approved for use in HVHM Yes EL14991 R2 C CAC 14991.10 NAMI CERT.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistants Yes 03/31/2026 Design Pressure:N/A Installation Instructions Others See INST 14991.10 for Design Pressure Ratings, FL14991 RZ II INST 14991 10 udf any additional use limitations,installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14M R2 AE EVAL 14991.10.odf Created by Independent Third Party:Yes 14991.11 k.'Profiles" 3'0 x 8'0'Impact"Steel Single Door-Inswing or Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes 1.It NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressures N/A Installation Instructlons Other:See INST 14991.11 for Design Pressure Ratings, FL14991 R2 IT INST 14991.11.pdf any additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports http://www.fIoridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgi ZRj590/o2fDrx... 4/15/2416 Florida Building Code Online Page 4 of 4 FL14991 R2 AE EVAL 14991,11.0df Created by Independent Third Party:Yes 14991.12 I."Profiles" 3'0 x B'0"Impact"Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R2 C CAC 14991.12 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quafity Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Deign Pressure:N/A Installation Instructions Other:See INST 14991.12 for Design Pressure Ratings, FL14991 R2 11 INST 14941,12.pd any additional use limitations,installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particuiars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R2 AE EVAL 1499 1„1, 2.odf Created by Independent Third Party:Yes 14991.13m."Profiles” 3'0 x WO"Impact"Steel Single Door with Sidelites-Inswing or Outswing(OXO Configuration) Lhnits of Use Certification Agency Certificate Approved for use In HVHZ;Yes FL14991 R2 C CAC 14991,13 NAMI CERT-Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressured N/A Installation Instructions Other:See INST 14991.13 for Design Pressure Ratings, FL14991 R2 II INST 14991.13.pdf any additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R2 AE EVAL 14991.13.odf Created by Independent Third Party:Yee 14991.14 n."Profiles° 6'0 x 8'0'Impact"Steel Double Door-Inswing or Outswing {)X Configuration) Limits of use Certification Agency Certlficate Approved for use in HVHZ:Yes FL14991 R2 C CAC 14991.14 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 03/31/2026 Design Pressure:NIA Installation Instructions Other..See INST 14991.14 for Design Pressure Ratings, M4991 R2 11 INST 14991.14.Ddf 0000 any additlanal use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 • • product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Thl,4 Paris!W •••• ••••:• Evaluation Reports •• • •••• • FL1429J R2 AE EVAL 1499]�it}.D�JE• •••• i ••••i• Created by Independent Third Party:Yes 14991.15 o."Profiles" 610 x B'0"Impact"Steel Double Vb**wIth Sldelp. ftWng • • or Outswing(0XX0 Configuradbilij•• 0 •. •0:0• Limits of use Certification Agency Certifiefb••• •••• 00000 Approved for rise In HVHZ:Yes 4 f••••• •••••• Approved for use outside HVHZ:Yes Quality Assurance Contract iratlon Date • Impact Resistant.•Yes 03/31/2026 #00000 • • Design Pressure:N/A Installation Instructions '!i • : • • 000000 Othert See INST 14991.15 for Design Pressure Ratings, FL14991 R2 II IN 5.odf •••••• any additional use limitations,Installation Instructions and Verified By: Lyndon F.SchmI P.F,*43409 • ;.•0•j product pardiculars.(Note-Glazing meets ASTM E1300-04) Created by independent Third Rorty:Yes •••• • • Evaluation ReportsFLIA291 R2 • • • E EVAL14991,15.odf •• • Created by Independent Third Party:Yes Back Nrart Conteh Us::1940 North Kpnroe ems.Tallahassee fL 32349 Phom:8511.487-1824 The State of Florida is an AA/EED employer.Ceovrioht 211117-201 State of Florida ::Pd.iaa Stet nt::Acoss4billityStateme ::RdundStebame Under Florida law,wyau addresses are public records.V you do net want your e-mall address released In response to a pink-records request do not send electronic mail to this anW.Instead,contact the office by phone or by traditional mall.V you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Iicfleeees kensed under Chapter 455,F.S.must provide the Deparbytant with an smell address 8 they have one.The enm6s provided may be used for ol8del communication with the licensee.However emar addresses are publk record.N you do not wish to supply a personal address,pl afte provide the Department with an email address which can be.rade available to the public.To determine If you are a licensee under Chapter 455,F.S.,please clic[JIM. Product Approval Accepts: W1®RR-- +rl-Curihur rnn�t a http://www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDGIuZRj59%2MM... 4/15/2016 R W R W Building Consultants, Inc. B Cansditing and Enghheering Services for the soUng lndustry C P.O.RM 130 Valrf*N PL 33393 Pb=513.659.9197 FioddanosedofPmfcuWW Eames CanMcm orAuO<abwim No.9813 Date: F-ebrucir-i-f), 2015 Product Sub Category Mamufacturer Product Name mart► swinging Therms Tru Corporation '11radMorm" Doner Exiedor Door 118 hnlu*W Or. Steel Moor 1] AssemblFes Edgers on,ON 48617 Inswinwoutswing Phone 418.288.1740 'kapeor Scope: This is a Product Evaluation report Issued by R W Bulift Consultants,Inc.and Lyndon F.Sdunfdt,P.E.(System ID# 1998)for Thera Tru Corporation based an Rule Chapter No.SIG203,Method 1A of the Stale of Florida Product Approval,Department of Business&Professional Reguuladom. RW Building Conte and Lyndon F.Schmidt,P.E.do not have nor will acquire financial Interest est in the company martufaOMng or dlstribWhv the product or In any other entity involved In the approval process of the product named henetn. L./m1006118: 1. This product evaluation drawing has been developed In compliance with the kith Edition(2014)Flodde Buildbv Code(FBC)stiuct<ural requirements including this O fth Verity Hurricane Zone"(HVKp.See the Certification Agency Certificate for sixes,spedtiCations and ratings. 2. Product anchors shall be as listed and spaced as shown on detalls.Anchor embedment to base material shall be beyond well dress1rV or stucco. 3. When used In the"HVHZ"tie opaque door compiles with section 1826 of the Florida Building Code and does not require an impact resent covering. *fee*" 4. When used In areas outside of the"HVHr requiring wind borne debris protection,the opaque door ooatpJi �• h *see 1• 1.2 of ••••• the FBC and does not require an impact resistant covering.This product meets misaft level"D'and Includees�$ZbRq j�erh"d •• in ASTM E1996 and Section 1809.122 of the FBC. 000:0 ••:•• • •••••• •••••• 5. For 2x stud framing construction,anchoring of these wits shalt be the some as that stem for 2x buck nor const won.0 0•••• 8. Site conditions tat deviate from the details of drawing FL-14991.1 require hatter enghheer<ng eralyels ty a Uoer*ted*1sf r dr•;••• registered architect. 0 0.4 0. 000004, 0000. 7. Outs configurations • wing nfig using coastal sill item#39 meed water Infiltration requirements for 714WO. •• •• •••• •••••• swing configurations and outswing configurations using stern#31 do not meet the water Infiltration re •4•••• for� • hell. 6. InB �• � n� ..•:. be hulled only in non-habitable areas or at hate locations protected by an overha V or canopy a*theithe anglpt hWam the:0000:. edge of earl►or overhang to sill is less than 45 degrees. . . . 4•••0 0 •+ • 0044 • 0 9.When used In the"H*W.steel must be proms ail Bpedfied In FBC Section 2222.6. •00• i a See drawing FL-14991.1 for size and design pressure limitations. Supporft Documents: 1. Test Report No. Tact Standard Testing Laboratory Sinned by ETC 01-741-IOWZO TAB 2DI,202,203-94 ETC Laboretodes Joseph L Doldan,P.E 2 Dr 2ft No. Prepared by �t11111 a ur11011 Sloped&Sealed by No.FL 14991.1 RW Building Consultants,Inc.(CA 0013) ,�o�a''' ,SCHAWl� o,Wke Lyndon F.Schmidt,P.E 3. Calculations P arced �� ;�yG E f�S� �% ,_Sinned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) �: No 43409 ��yndon F.Schmidt,P.E. :9 STATE OF 'N�'•.4 O ft l .. '0 y1� Lyndon F.Schmidt,RE '•�i`� ter'` FL PE No.43409 sheet Of a`6`r casae,t��a 26=6 NOTICE OF PRODUCT CERTIFICATION wit cfi.-�,r CERTIFICATION NO: NI005312.01-R1 DATE: 03/22/2012 i1 CERTIFICATION PROGRAM: Structural COMPANY: Therma-Tru CODE: T-052-1 REVISION DATE: 03/02/2016 To verify that the"Notice of Product Certification"is valid,please visit wwwNANKertifitation-win to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAM if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing& Out-Swing Edgerton,OH 43517 Opaque Wood Edge Steel)floor Configuration:X see* 00 10 Frame: W-953mm(37.5") l;-20d mn(82")• Panel: W-915mm(36") �_f* Tenon 79.201 .sees . • • •• •• 0000 •• e00 • • SPECIFICATION PRODUCT RAMS •e 004 TAS 201/202/203-94 Design Pressure=+�j,7d:Z psf e Large Missile Implet wed .. :. ccs coaszahv-x. V006 0 .. .. Product Tested By: ETC,Inc. Report No: ETC 01-741-10622.0 Expiration Date: March 31,2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 i THERMAUTRtJ - l . _ THERMA TRU DOORS :9 "@§ 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 I f[14D ONS" oV6Utivi�1N MAX ,''''��+iinti,`�`�, d p j STEEL DOOR oitd INSWING/OUTSWING ® ® it ft "IMPACT' d � GBVAL NOTES O I. TM Product anchaing&uwtV hm been dtsvebped in OOMPIMme wrMt the SM Mftn 04J 1lodda Budding Code MCI Itre�a�tve ytttml> nezare•tMvrfiJ.See ftCWM=gmA ncgOwfflAofeeQdMMftftu*=MW T '8 2. Product artehars dice be as¢sled and spaced as sttowr►on detaU.Artdmrernbedmeat to uam mated slts>fl b•toeyond vro6 e dressbtgarstumo. a. WhBltusedlniheltvflP'O+eopaquedaarcompleswRhSecftonl626otiheFBCanddoesnotr�u6ltanhppacFra#taM d. When used In mern amide Of Hte'HVff mquft wind borne deh►as protecnon,ltte apaquO doorcp1tp60 WM Soc bn 1609.12 of me FBC oatd dor not require an trttpaet rmbfaud covetirtg.rrh product meet tni�a level ff and ktdudes wind Zane 4 as defined in ASTM E 1996 and Section 1609.1.22 at the FOC 5. Fcr2c9Whamktgoomltttc5Mar&aftgofnte LIMand bef mm cmthalslmmhwatbxkmmmycmwhcpom d Sb co dmsit� vite deahwn the defals of H*drawing mqu}a Wnter et re atwa *by a 6aw> engineer or regmerevmML 7. Ovbwing t�rdigwaRorts using croaatal�Ram♦ig9 meetwaterlyd0lroflon reaN)rGrteng tar'1NNl". & irP&Q cortflgwa%m and autiwatg wnflonakwa udng fi nem @31 do not meat RtevsaFerfltlNtatiort reGuFentetds for the lMr and*W be kakded anly In rtmrltobfttle seas arat habRrble IaaosV' protected by an w4mftV arty arch 3 ntatme artgfebet een the edge of r mgWcrove hwQ to sNb lea!ffm4depmm P. Vftm wdktthO'$W,ateWnWbepr Mcbdas fnFBC30dk)nA • • • • • • •s Y 4 n NMI mcwim • •• • • • ••• a `�:"• " >..' deopm 2 Door panel delaig JR ttotr •• ••• MSWRIG z o° �Ar x� +67.0 -67A a; 13/12 1 3 H emnracbm M.T.3. a a v aOsaaec8as �yOUTSWINt3 -67.0 �+ dx • 3 Buck andRinne -2K buck inose" • ••• ••• • w 6 Rome -lX btr maeoey eoruktltdbrt • w •• i i i (w/ �dmbwV il>t9sltOhlJ 87.bD"1t tl0.3Q' +67,� .67,Q racers•ram LF3 d 7 of Mom=3 •• • • • • • •• • • • • • • FL-149$1.1 °' O ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • % a+r. '?:'b•v .•�.tC.a4�r t•, ."rrl^•;=P y;�,. �� F wig ,•l t•Y:. :•l mss' a't'�i:�`r y?' �:r... �..�+.•b.'::4".'.�.iA^I.$,. �)r� .� +� 4-* 44 42 a. �7h .. •. '''S:'4•.:.+ +s'i.:✓ fel 150 1 M• INTERIOR [�`N 117 1rz e 36W MAII,DOOR PANEL WD7H 1HOWNTAL CROSS EXTERIOR INTERIOR 9 � :i�r,• DUAL + I L�I.66e--�J vY;%jai i F • •• • • • • •e• • ! s VER17Cr4 CROSS SECAON y ,�a a•• •• • • • •• R emp3 73 }g • omm eft JK e' • ••• •• •••• •• •• arc en LFS • • • • • • • • • • • • • • • • nwama�fna NOTEOOR DWOOD COMPONM:FM ISG"0,421 •• • • • • • • •• • • FL-14991.1 sNffr 2 ori O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A,-Ax x%J1 $ 9 10 H l* p `�+�s^o ® ® IfVTHiIOR as i P � j� '..o fall EXTMM �1 6R � 123 40 7 jam 20 C 1-IJ�MM. Ei E EMB.I{YP.I 3 3 Ha19Jia A CRCd�SEC1fON D C 4 / 4 J Sriown w7beri ad R r a RJTERIOR INI�IOR 9 10 K a • d 11 w • .r A r • a •_ Q 'dr • G\ff IOR F 7 GA�DIiVRR r 40 S r•.. ' 8 � 7 i. L7 L 0.15 • • • • • • • • • •• ••• •• • • • •• Ols L b` LCMNK 1-U�Al B (fYP "Pi C 6 N 7 S. EMB,r"d DMIM XK ... . ... . . E ax tFs # �1 HORROh1fAi GR'DS5 56CflaN • • • • • • • • • • 'R E Egg I�ypa FL—14991j • • • • • • • • • • ONTAL CROSS SEC1tOH ��Wes'ng oon6guml on .• • • • • • . •• • . 3 ---NEW cor�guetfmt • •• • • • • • • • S •• — o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �ttttt 1I � �z d l E - dd r =as Ez p Z _ D � e B is C A C V it IMERIOR EXTERIOR eo ,D t9 408 7 � 39 WWOR EXTERIOR B INTERIOR EXTERIOR rl'*%) tST AL CRASS MCWM 4 Inswtn9catftg anus F F2 s 1 YL SEC10Y Somwfxmbucc w •.a- $ R+IMOR EXTERIOR NTEWR EXTERIOR S + CRAS SF 40 32 ' Ytr eon 40 8 €3 �equtrart�enh 7 31 e F F E n•,' •• ••• • • • • • •• ''. • • •• • • • • • s.. �� F n• •• ••• •• • • • •• G 03 f3 fZ gi �� M.T.S. ] s l YERTTCA!CRASS SECitAIV • ••• • ••• • • QY�lTCyt CROSS SFC110N e• JK e � 9 • • • • • • • • • • 4 on !FS see nasal r�fes,llteef 1 • • • • • • • • • • 6R9 wrslh9t�mibn for Waterbl�trafton •• • • • • • • •• • • seeQeraal d°0 "4 N seq�s�enls • •• • • • • • • • 1Cr f'I,—f4991.f n • requYentents s�� w ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A%% 1 II `A% * I♦I♦ \ 16 off 0 • A *•, y�f� � yp d. a f ♦ •.� w • 1 a�m� y \ ♦+♦III/ y `,\t 1� -0 CT ` WSONIfy a OP T lrP OFENM TVP. J a FRAME 2x BUCK ?]i BUCK 11—All k ' — +•r a ry allpcaxaraimrc CONCRTEANCI}ORNt31B: $=JAM FRAMIAlYCtlDAND NMMJAM � I.Conaefe anrlrorlocaftons of the c:cm•rs maybe ad)aW to aK**th ft mhr, MMMW 2x bui*cor3hcfm odae dslar�fo rnmterloft 2.Cage ondw bcafAom noted c'AAAI ON cEulr:a aw be ad,Wated to marMdn the aft edge cbtwm 1b modarldit additnw coroafe arches a ire d to Nte'MAUL ON CBI W dknonskm are not ei ceased. .000 00 a JAW 1.1 0311;112 i TAPC4N6 114' /4' 1' 4` seat N.T.S. �� 1)4• 1-114" 1' '� • ••• • ••• • • 2T ULT3-co sp JK SCREW UWALLAAON NOTES` • • • • • • • • c*oc en IFS I.Mak ft a rrmwwm S!S" a db o=,1'end dbtarrce.a 1"o c- • • • • • • • • • • oawec hn a S�•• • • • • • • •• • • NINGF f)ETAR Mm a 1l1u1D1�LTDlTAA FL-14981.1 woodsemm fo prevent the spgft or w=d. • •• • • • • • • • a ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• 0 0 0 ••• • • �0 1111111#0 � ZdlL gg gg nf�AsaNlrr r TYP.fiFAb S 5 Of'e4N6 d JAMBS NMAME 20 w a$ 3a 1x BUCK r' Ll 27 IAMNAOMOB0110 M a w :..` •� �v use wOw I con6WcIm 9 COMC*MAhCHMNCM' H 1.Concrete affolw►focoflortf of fie CONrers moy 17e ozQu�teof tolna6Makr ate mfn �' edge dWor=to martmiasis. 1 2 CondefeancharbcoNortsitofedos 14Wx.QNCmlafbeo.dustedto �� mGfRtc r the mft edge cbf nw to mortwjotnfs oddMmW cw cnft a mftm d mw be mquked to woo ft%%X ON Cf3.1Tw dommion an not mom. S 3 Coruaefe=tfo►tow& • :r- m 1!� 1.1q' Z• 4. • ••• •• • • • •• e N �Q3/f J12 � _ H.T.S. TAPCOk• 1'lt osa en JK WOODSCf YVf 9TALLAII N • • •i• ••• •• ••• ••• aac en fFS g f.hAOn'Ifavll o mtnbmrm S/8'edge fonts,f end dfifar>c+e,d P oa • • • • • • • • • • Gibwn••. a Macfng of wood screws to p--O the spWng of wood. •• • • • • • • •• • • FL-104991.1 6 v� ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • y �f• I y 456° •� -�ti� M01/FU"Ai Alf F ITEM aFSCAfTOM MA7ER1Ai E, �G� ♦♦\\ A IX BUCK SG�m DAS WOOD + 236°�� i�rrrl i�++ ♦♦♦ 5 °'z� B 2XBUCKSG>-om WOOD .b a C MAKI/VSHIMSPACE WOOD /i9 sD z D 7K X 2 -C PFH ELCO CONCRETE SCREWSTEEL 4 MASONRY-3000 PST MIN.CONCRETE CONFORMING TO ACI N „ `a E 301 OR HOLLOW BLOCK OONFORmwG TO A57M C90 CONCRETE Ts F I 114°X1-3/4'rtWCONCREIESCREW yam{ { g,i G 3/16 X3.1 6 PRH I1W CONCRETESCREW STEEL 2.V ]e. H 1/4'x3-114PFHITWCONCRETESCREW STEEL I 1/4°X 2-1 6 PFH RtY CONCRETESCREWSTEEL J 1/4"X 3314'PFIi TrW CONCRETE SCREW ST +e K 910 X T PM WOOD SCREW STEMT fx L #10X 2-1J2'PFH WOOD SCREW ] g 7 SHORT COMA IOH WEATHER-M STEEL -----4 bis FOAM 8 LONG RFACH-C-0-M—PIEWWEA7HE'< FOAM rZBtlbV Fii� IOw b 9 4'X mNGE.097°THK STEEL 0 910X3- PFH WOOD SCREW KNGETO 11 #l0Xl"FFHWCV0SCRFW 17 -KWUWSlGl9fflaE3wl3 STEEL 19 HEADERJAMB JSG -=O yppD 5.7T 2D SIDE JAMB G 21 DEADBOLT-KWflUtSIGNAIURESER83 g� 27 LATCH STRCE FLATSSTEEL DEADBOLT PLATE STEEL ' 31 BUMP FA THRBHO FILE ALUM.! D 32 DOOR BOTTOM SWEEP PVC 33 SELF ADAMING SADDLE THRESHOLD ALUM.COMP. V � 40 STEEL DO MAE SHMUOTMT/0 41 DOOR SKENi 25G/1.1.018 W-27AM FSl MIN J 42 TOP RAO. 43 LA WOOD 4dD MIN. i 23B - 45 BOTTOM RAIL- •• •• WOOD •• L46 I FOAM DEN • • • •FU�UtiA+ • i • •• • • •• • • •• we a3/13/12 L �L aaab N.T.S. " • ••• • ••• • • .99 WA Lp F JK s • • • • • • • • • M, LFS 3 • • • • • • • t • • Wo •• • • • • • • •• • • FL-14991.1 asmLaZ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 I°iil=ll fbida Departmentd BW Hama Lm In ! User R IsMon Not Topics submit Surd°arge Stats a Fads Lr Busines (� Professib l atrt� USM:US� Approval Pubec User Regulation Product Awroval Menu>Product m AooliwNon Search>AooNration tJst>Application Votall FL& 14850-112 Application Type Revision Code Version 2014 Application Status proved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss*cws.cc • • •••• •••• Quality Assurance Representative Jay Lathrop • • • ••• Address/Phone/Email 1900 SW 44th Ave. • • •••:•• •• Ocala,FL 34474 •••••• •• • •••••• (352)368-5922 Ext 291 •••i•• • • • jisthrop@cws.cc •••••• •••• • •• ••••• Category xkerlor Doors •••••• •••• ••i••• Subcategory ng Ing Exterior Door Assemblies • • • • •• •• •••• •••••• • Compliance Method Evaluation Report from a Florida Registefed A►chltect or a Licensed • Florida Professional Engineer • • • • •••••• 9j Evaluation Report-Hardcopy RecePAd • • • • Florida Engineer or Architect Name who developed Lucas Turner •• • the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE W Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 COl EvalRep CWS-641B(FEP-8750.IMP)pdf Referenced Standard and Year(of Standard) rear AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquHlFzfcPouW... 6/24/2015 Florida Building Code Online Page 2 of 2 I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Nance Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sldellte,Impact. Llrnits of Use Installation Instructions Approved for use In HVHZt Yes FL14850 R2 II CWS-641B(FD-8750,IMP1.Ddf Approved for use outside HVHZ:Yes Verified By:Luras Turner 58201 Impact Resistarita Yes Created by Independent Third Party:Yes Design Pressure.+70/-70 Evaluation Reports Other.Large Missile French Door w/Sidelights,Max. FL14850 82 AE DuPont PVB NOA 13-0129 27.Ddf French Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight FU4850 R2 AE DuPont SGP NOA 11-0624 02.Ddf 3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRen CWS-64113(FD-8750.WPM)& FL14850 R2 AE Ouanex(Mlk, ron)NOA-12-1017 02.odf Created by Independent Third Party:Yes F—R ER Contact Us::1940 Noft Monroe Phwe,SS0-s67-I84 The Stift of Florida Is an Aq/EED employer.ConvrlohT 20Q17-2e13 crab of fledde.;; t.: ::Refund Wider Florida law,email addresses are public records.If you do not wontyour e-rtmP addim rewind in r�per:se to bile rds napua>& �L�nd •••••• electtrxrk mail to Wk entity.Instead,mMaQ the ofice by Phone or by IredRlonol mall.If you hove wry gutadlora,P D.407.It "PrRsLaM to • Sacibn 455.275(1),Florida Statutes,efrectiv October 1,2012,Door paertxd under chapter 455,F.S.rta�provide with en C10� res r they tune ane.The emalia provided Trey be used for ofliclel communication with the Manna.Howevar Mall addresses are public record.If 4 80 A bo •• supply a personal address,Please provide tha Department with an wml address which tan be made evadlable to the publlcaTp 9gbPN na If yoo areep&*W*under •••••• Chapter 455,FS.,please click to L. • Product Approval Accepts: •••••• • • • 0000•• ®®®® 0000 •• • • • 0000 • •• 0000• • • �� •'hrran•1' 0000•• 0000 0000• • • • • 00 •• 0000 0000•• 0000•• • • • • • • 0000•• 0000•• • • • • • • • • 0000•• •• • 0000 • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW... 6/24/2015 TT TRN1239 Jabara Ave. �✓ 1 North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING, INC. F 3PE C.O.A.#29779 Evdluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT 8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44 b 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 5o' 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-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-IA,-IB,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Tumor,P.E. Installation: Units must be installed according to approval document CWS-641B. • • •••• •••••• Limitations of Use: This product: .. 0000 • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 4Z:wielite stems' ••.•;• with glass types and max.glass daylight sizes as shown in CWS-641 B0000. 0000.. • Achieves design pressures of+i-70 psf. 00. 00 .. • Is Large Missile Impact Resistant and does not require the use of shutters •••• • •• 00:600 • May be used in the High Velocity Hurricane Zone 60:00: •••• 60066 • Anchors indicated in CWS-64I B shall be pan or hex head type and shall havS a head or washer• 0000:0 0.0:• (integrated or separate)diameter of 0.420"min. :••;•; '. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.4 „• ;••• •••• • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 •..0 0000 ;•••• t0 Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.0f*-* I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5'h Ed.(2014)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 financial interest in any other entity involved in the testing or approval process of this product. 'I SW1SIVION'ri� �, T3RE6y �+►i� No M201 4/18/2015 01: tr :*'Z Lucas A.Turner,P.E. 9'• STATE OF _4. 'sub FL PE#58201 �'•,� +•=:`t.O R t Q?'•�NLucas A.Tumor �� S' •`••••E••••• t7�� 2015-04-1822:03-04:00 -------------- GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE Fac),CURRENT ^'mw mllmffl EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79'MAX FRENCH DOOR WIDTH 38 3116 MAX - IN ASTM E 1998 PER THE FBC. WWW,CWS.CC SIDELITE WIDTH 37rig.MAX 33 5V MAX 2.GLAZING OPTIONS:WE SHEET 4) PANEL W IDTHPANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSW WG 8700/10150 PVC 26 w wtSIDEUTE(S),FRENCH DOOR(S),FRENCH DoOR(S) SWING DOOR GLASS DLO GLASS DLO D WSIDELTTS(S),SIDELITE NOT ATTACHED. IMPACT �— 4.LOCK OPTIONS: I UP TO GTI': r 87- -- -- -' 9T A.DOUBLE BORE w/WO(2)INTERIOR FLUSH BOLTS. MAX MAX HANDLE SET@ 38' r3 i�J UNIT E HEIGHTUNIT 8 MORTISE HANDLE SET @ 34* Tqml TWO(2)INTERIOR FLUSH BOLTS. HEIGHT E C.MULTIPOINT{4 PT.) 1 •_ 95 311 B' C C D 94 WHANDLE SET @ 34' }m FLUSH BOLTON I 1 MAX ABOVE ST- PMANEL X X INACTIVE PANEL I 0 PANEL A.MIATIROINT(5 PT.) N HEIGHT HEIGHT HANDLE SET@ 34' LL O 843116'1 saw 5 DESIGN PRESSURE RATING: Z> GLASS SEE GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ O W DLO NOTE 4 I DLO POSITIVE DESIGN GLASS TABLES OA BASED(L TESTED PRESSURE,WATER I INFILTRATION TEST PRESSURE AND GLASS TABLES U 40'MAX SINGLE ASTM&1300-04. o t7� A DOOR W IDTH STRESS ANCHORADE:THE 33 1/3% 2, C 11 OT BEEN USED 37 w MAX 2 &IN THE DESIGN OF THIS PRODUT..SEE SHEETS 1S 112 FOR ANCHOR m Q 2 FRENCH DOOR PANEL WIDTH SIDELITE DETAILS-WINDLOAD DURATION FACTOR Cd-T.0 WAS USED FOR WOOD 26 5IB' ANCHOR CALCULATION. MASS OLO ,+,P W1flW rpe,' A 1 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE O} a� CEN ��Li 81rt NOTE: NOTREOIARED. A Gs V t`••.y r, I HINGE SPACINGS ARE 8-11T v r No 58201 St 9 I FROM ENDS AND 20'MAX O.C. 8 ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ?*d S sc MAX 2T FOR 81•TO 9T UNIT HEIGHTUNIT . ARE PROCESSED AND ASSEMBLED VIA TIE ROD. a.-qM - C •14 HEIGHT 9.SERIES J MODEL DESIGNATION SD-8700,FD-6750,SLT-8710. +pp STATE OF: iy tiS• 95 3116• 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �Z,�Ps a0 SSod *A.�,, MAX I X=OPERABLE SASH,O-FIXED SASH ryb•$Ofq,p� A�� PANEL I3 X I B 11.SECTILOCAON CALLOUTS APPLY TO ALL CONFIGURATION IN A SIMILAR y HEIGHT f 84 3116' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO GLASS SEVERE WEATHER. LUCAS A TURNER P.E. DLO SEE I FL PE 8 5=1 NOTE •I • • • •• 1&OUAURED ALTERNATIVE AVE. • • • • GRADE 2 BY PAMEX AND DELANY. NORTH PORT FL 34288 1 PH.9410-1574 e A • • • i• • 14.MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR • • • • • • • • • NON-MIn I FnUNRS. TABLE OF CONTENTS 'SIN •' GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVAnONS........t-3 LUCBS A. ��: - GLAZINGDETAILS................................._A MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Tumor sECTK3NVIEWS.........................___....57 SINGLE . . . . . . . . 2815AW22 ADE 08/08/11 BOM..........N&.____......_..._.......„..............9 37-5, x 9�'-3/16°• . ANCHOR Ns__........_..._....._..............10 FRENCH •• • • • � � . ' (�7Q P6F LARGE MISSILE IMPACT �a��oa:oo CWS-841 B ANCHOR SCHEDULE i NOTES......._.....10 p� INSTALLATION DETAILS....._.............1 T-12 SIDELITE 33-9/8R X I4-51'8R • •• • SHEET 1:35 1 OF 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 363/16"MAX 1513f8'MA�UNIT WIDTH � SIDELITE WIDTH MAX FRENCH DOORWIDTH vv NNww8�1BI'EMS 1800 SW 44TH AVE OCALA,FLORIDA 34474 335/8° r375I6'MAX WWW.CWS.CC PANELWIDTH I PANEL WIDTH 87M 0/50 PVC MAX SWING DOOR UNIT IMPACT SIDELITE 0 X X 0 NEL HEIQHT HE ea 516" IGHT a a FUM 83 318' BOLTON gxg w SIDELITE SEE PANEL DOORGNOTE 4 DLO W m GLASS SHT1 DLO cc 22 5/8' srs• u GLASS DLO GLASS DLO d FRENCH DOOR W/SIDELTf88 d. I m ¢ Z —1153/16'MAX UNIT W IDTH38 ��`�tO,RfAr��♦i♦ 763176•MAX UNIT WIDTH .+�+3 .. T •y SIDELITE WIIDTH MAX FRENCH DOOR WIDTH 363f16"MAX 40'MAX SINGLE ~`0 ��,♦,C SIDELITE WIDTH DOOR W IDTH �� No mol =�rL 33518" MAX 375C MAX 33518 MAX 3T SW MAX PANELWIDTH DOOR WIDTH PANEL WIDTHav! DOORWIDTH ,9; STATE OF r4J: 8T ♦4�tR7Gt�t'l:� UNIT MAXMAX 1Qt++nNq ti �fi HEIGHT UNIT z� HEIGHT 95,1!Ir Sl ELITE 0 X X 85 3/76 SIDEUTE PANEL LUCAS A.TURNER,P.E. HEIGHT PANEL HEIGHT 0 X HEIGHT FLPE$5!t'd01 63 678' f 2� s — • • • •• SIDELRE WXY tell • • • • • • • • NORTH PORT,FL 34288 GLASS ON 1 •• • • • • • 83 5h 84 3/18• PH.841-380-1574 SEE INACTIVE • • • • ••• • SIDELITE E DOOR DLO NOTE 4 PANEL • • • • • • • • GLASS GLASS SHT 1 • •• • • • •• DLO GHHT�14 DLO GENERAL NOTES AND ELEVATIONS DRA E: itO. •i ••• 00: ••• ••• 4 22 D � twoADE 08/08/11OLAS$DLO �� • GLASS LO GLASS O • •• • • • • • 000 SINGLE DOOR W/SIDELITE CWS-841 B FRENCH DOOR W1SIbLITE •• • • • •• SHEET 1:35 2 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • Off MAX SINGLE 79'MAX FRENCH DOOR WIDTH 363118'MAX DOOR WIDTH SIDELITE WIDTH 375W MAX 37818'MAX VVINWwwrEms PANEL WIDTH ` MAX 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH 26 619' 26 y� sm. Va W LA,FLORIDA 34474 CWS.CC GLASS DLO QLA98 DLO GLASS DLO 22 NOTE: 7- 8112° HINGE SPACINGS �` 81• 8i• 5700/10/50 PVC 61° FLUSH ARE81/2'FAOM SWIM®DOOR MAX. ALT UNIT 215116" ENDS AND 21-5116' MAX FLUSH HEIGHT MAX.O.C.UP TO HEIGHT l30LTUN IT IMPACT 81°UNIT HEIGHT. HEIGHT 79 311 x 79 3116' 78 5V HEIGHT X x PANEL PANEL HEIGHT HEIGHT O a _a F 893116° Lt SEE p iWW SGLgg SEEMID NOTE14 SNt TEHT14 DLO � p K m 6 112' gg 5c�2 Z SINOLE DOOR —� FRENCH DOOR SIDELITE a O < d a � m ¢ g tgttttrr�h 151316"MAX UNIT WIDTH V 36 3/18"MAX. 79•MAX FRENCH DOOR WIDTH 112 3AT MAX UNIT WIDTH ,%% OWREW jN, 389!18'MAX 40•MAX SINGLE O SIDELITE WIDTH 'LtGflNs6G�L4i = SIDELITEW87TH DOOR WIDTH v 33516°MAX 37W MAX-i : Na 56201 PANEL PANEL WIDTH PANELWIDTHI ANSI WIDTFI MAX33 5V 376v �� * # I IF yp�t:� STATE of r;�yw UNIT 80LT UNIT MN_FLUSH al" FLUSH Qr 1G�_ BOLT HEIGHT 793116' HEIGHT785W DOOR ,ry�rr►rilnin�tt, PANEL 78 5V PANEL HEIGHT O X X HEIGHT HEIGHT O X O HEIGHT 4/ 87 518" 68 3118• LUCAS A.TURNER,P.E. SIDELITE DOOR 67 WS• 3119" FL PE#58201 GLASS SEE GLASS SIDELITE 1239 JABARA AVE. - dtAg 14 • •i i i ••• DLO to DL NORTH PORT,FL 34288 • • • • • • PH.941-3801574 SWeTDEW• JL 22 518' 26 Sd8' ••• •• • • • •• GENERAL MOTES AND GLASS DLO GLASS DLA 22 5d8' ?B 816' GLASS DLO GLASS DLO ELEVATIONS DRAWN Err: UNFET— FRENCH DOOR w/SIDELIT�S ••• • *00 • • SINGLE DOOR w/SIDELITES ADE 09108/11 • • • • • • • • • • •• • • • • • • • • •• •• • • CWS-641 B • •• • • • •• • • • •• • SHEET 1 3 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPES lr1AX.IWdT VNNT)OYV STSTEMS NE1t1}R 9 SWULE FRENCH 19003W 447H AVE 1.OVERALL 1^OVERALL 81' A A A OCALA,FLORIDA 34474 3i18•TEMPERED 3118'TEMPERED 97'° B 8 B WWW.CWS.CC 6/18"AIRSPACE 3!8•AIRSPACE SM/10/50 PVC 2• 1LAMINATED 7/18'LAMINATED SING DOOR 3n8'ANNEALED 3/18°ANNEALED IMPACT 146M PVS INTERLAYER ,094 SENTRY GLASS tONOPLAST INTERLAYER 3118'ANNEALED 3/18•ANNEALED SCO SIKH-SIKAFLEX 552 or SIKA-SIKAFLDC 552 or ti HENKEL-PURFECTGLAZE•H" LIJ11 HENKEL-PURFECTGLAZE 'H^ Y w m V! 314•GLASS BRE 314'GLASS SITE _p _ m0¢ 10 1 d F Q m +[ Qz 1 1 Zv: !10 58201 �P s 9; STATE OF :1, RtQ Oft e N l/.2-1 LUCAS A.TURNER,P.E- FL PE#88201 - - 1239 JABARA AVE. •i 00: •• • • • •• NORTH PORT.FL 34288 i i ••i i i i PH.841-390-1574 • •• • • • • ••• • aE9CR�T10N: •• ••• •• • • • •• GLAZING DETAILS GLASS TYPE A GLASS TYPE B °WWN • ••• • ••• • • ADE 09/08/11 oway-ft-77- • • • • • • • • • • •• • • • • • • •• • • CWS-641 B • •• • • • • • • • •• • • • •• • SCALE: SHEET 1:1 4 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR Wwwwmmu 7 1 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CwS.CC 1 8700/10/50 PVC SWING DOOR 1 I 1 IMPACT 1 Y W} W Q t0 ✓Z V 1A Ba 9w ILa 00 SECTION VIEW Ba m¢$ INTERIOR d��N p�W•i�� ; �• NO 58201 7ALTERNATE 1 ALTERNATE 2 ararE 0� r z� s m & t-TISE LOCK w/FLUSH BOLT MULTIPOINT LOCK LUCAS A.TU1#��R'P. E. 1238 JABARA AVE. •1 •T• • i i •• NORTH PORT,FL 84288 • • •• • • • • • PH.941-380-1574 •• ••• •• • • • •• SECTION VIEWS 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWNSY. DATe 1 ••• • •10 12 09,05 1�}•2E 0. 5:-98• ADE 091A8M 1 SECTION VIEW A-A •0 i•2 3,8 ;1 1 fi.MM;.30�`�4452-53,60,62.W56.72,76 CWS-641 B •• • • • •• • 12 5 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • wl� sra �B 1900 SW 44TH AVE. OCALA,FLORIDA3447e W W W.CWS.CC INTERIOR sm/la50 PVC SWING DOOR 7 1 s 1 1a s1 7 IMPACT V = 1 aa� 4a wam � L a o y €3 zLU iLuffi0a a U 19 4 0 78 2 1 4 Ntttanrsa.,_ SECTION VIEW C•C ��•�g�;�:0 « -'tI(jtii �.•UP r��E tr$�,�pdy� Ne 88201 V;'% ro- Q1+ STATE OF ;�4= i L A• � �,r M zx 8/2015 LUCAS A.TURNER P.E. FL PE 9 58201 i ma JABARA AVE. — — - •• •s ar • • • • • •• NORTH PORT,FL 34268 • • •• • • • • • PH.941380-1574 ErD • •• • • • • ••• • S •• ••• •• • • • •• SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: °w� TO SINGLE DOOR,SEE SHEET 8 • ••• f 0-1a,•I X17•f426-28,Aj9,,p*,57 ADE 09/08/11 • • • PO ICOT.P%ED IV V&40*H�WN: . •i i• 8 9,45-16,26,46,42,45-48F48F52463.58,6Q 74,76 CWS 841 B •• • • • •• • SHEET 1:2.5 $ OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR g ��'^a'•'��`��-' 19 M SW 44TH AVE OCALA,FLORIDA 31474 W W W.OWS.CC 8700!10/50 PVC SWING DOOR 9 IMPACT ao 19 6 ,n as $ �o 6s 18 4 4 4 SECTION VIEW E-E o 4 8 1 ADJOINING NT A FFAACEESS ro ME IED BY INSTALLER mai INTERIOR ��pISDrREW� �•i; 010 HEC WASHER HEAD TEK ��,, +�6EHa•rGi¢��,i JOINING DOOR FRAME TO SIDEUITE. A U.�;•�v k G 6"FROM TOP AND BOTTOM �: Ne 68201 %S 17•MAIL O.C. •.`� ypO1 STATE OF Fau Rl rn.n�Gr�,� 6 411 LUCAS A.TURNER,P.E. SEALANT APPLIED TO 810.24 x 1-9/4"TYPE F FL PE 8 68201 ADJOINING FACES THAU HW2E 04TOSIDELITE AT EACH HINGE. 1238 JABARA AVE •F-++-• -♦ ♦ • • • •• BYINSTALLER BEE SHEETS 1 A 3 FOR HINGE SPACING. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • ron: •• ••• •• • • • •• SECTION VIEWS 8 ITEMS NOT SHOWN FOR CLARITY: ATTACHED SIDELITE Dan onre: SECTION VIEW D-D • 10.11..16,22 2>;43,�•• • • • • • • • • • • • • ADE 091=11 • •ITEMS NOT LKEEDIN VRRSION SHOWN* • pydp • 1-3,1-15.?7-.i,2:!2 g 23;24.•26-2r:0-*,4=."-0.4&52,64 8.56-61.63-71,7476 CWS-041 - B .. .. SHEET 12 7 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS UST PMTS T ITI PART# DESCRIPTION MATERIAL VENDOR FTEM PART# DESCRIPTION MATEMAL VENDOR j 1 H 18M RIME,HEAD ALUM RK 51 P•6131 KET,DOOR BACK FOAM HOP Cl[[////((lI!!lI((YY 2 K1 Al.,A3TRAGNAGT1YE, ALUM K 52 P-5134 SCREW,#10 X 1.414-FLAT TYPE F @ HINGE FASTENAL YhNDOW BTBTE 3 1858 TRAGAACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SOELRE FOAM HD PF O 1900 SW 44TH AVE. 4 HI-15W REOVF RGEMFSRT,VEFrr. ALUM YMARK b4 75157 SCPtW#10.24 x 1PP,FI U1IdoW PH,18.833 KEEPER pp37E OCAI A,FLORIDA 34474 514-1861 FIIFOFOCEMEM HORIZ ALUM KEYMARK 55 P-5156 EAL BER TEAM VIWUWRWS'CC 8 H-1876 MAI ILL ALUM KE 58 P-6172 .370 X.187,TRI FOV,BLACK ULTRAFAB 7 H-18B0 MAINFRAME,JAMB ALUM KEYMARK 57 174 SCREW fa X3flr HEXWAS FRA E FASTENAL gm/10/50 PVC 8 14.1881 MAINFRAME,3 EUIE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8.32 x 1-114 PH,FL M ,SS PLUNGER SS FASTEWL 8 H-16W MAINFRAME,3IDELITE @ JAMB,HEAD,SILL 7 UM KE 59 THftbKUW.HIUH FUSE ALUM RK SWING DOOR 10 P-3039 SIETITING BLOCK 1/8X1 X2 FRANKLOWE 60 51784 IN ERT,REINFORCEMENT ALUM KEYMAR IMPACT 11 UIAKFLEX 552 or PURFEC 'If -Sgr-HENKEL 61 S-1888 COVER, ANCHOR A KEYMARK 12 P MW SCREW 88 X 1P2'PH TRUSS 85 @ ASTRAGAL CAP FASTENAL 62 1818 COVER..IAMBS,HEADsnil SIDELUEHEAD ALUM RK � r 13 P 3511 SCFI W#B x 518'SO.PAN TEX OP TIEROD BRKT FASTENAL 63 S-1817 DRI'CAP ALUM KEYMARK 14 P•3587 iSOREW#8 X1',PH FLATTEK 0ASTRAGAL L FASTENAL 61 1840 COVER,HEAD, ALUM RK t 15 P 3767 SCREW,#70 X 1' HEAD.TFJC(q7 FA3TENOr- 6�- U48ERT INACTIVE PNL,LOCK HA ARE KEYMARK G 16 P-4146 SCREW 98 X3f4 PHI,FLAT SB TEK @ SIDELITE SHIM FASTEN 88 S-i� ER,ASTRAGAL,FD ALUM P EYMARK 17 F-4278 FUZZY PAD,200'x 1250'WIAMESIVE UL AB 67 5-1684 INSERT,FRONT,BTM ATTACH SRL ALUM KEYMARK 18 -45M #10 x 1 114,PH FIAT,SMS-HNGE®PANEL FASTENAL 68 B-1085 INSERT,BACK.BTM ATTA-OH SILL ALUM WY-MARK y 19 P.4M WSTP BULBILEAFS,PANEL AMESBURY 69 1915 SWEEP ALUM RK 2D P4790 H BOLT,A33M,TOPIBTMSULLIV AN 70 S-1916 DRIP COVER.SWEEP ALUM MYMAR K t+Y row 21 P•4794 SCREW#e x 518 so.FLATTEK®INSERT ATM-w FASTENAL 71 56083 P /BTM RAR SIDES-DOOR P MICRON j � ZZlu 22 PaI>3Q2 ALL THREADED ROD f MOMASTER 72 5-8883 L.TOPIBTM SITES-SIDELRE PVC MRF- ¢ ¢ O o 23 P-4807 HIDE,GUIDE HOPP 73 5-6884 LAZING BEAD(V PVC MOCRON �' d 24 R49wp4w9 H[NGE, ET HOPPE 74 11-1888 REINFORCEMENT,VERT.,SID; ALUM KEYMIARK + [C 25 P4814 ,58X750 FOLDED BULB SEAL,@ StDELrIE 75 G SEE SHE 4 26 F4883 LOCK 87ME PLATE ADDOCK 76 1862 REINFOROSMENT,VERT. KEYMARK 27 P-0884 RHINO STRIKE PLATE PADDOCK 77 P4657 MDKTISFLOCK 28 P4888 GUIDE,TIE ROD M&M PADDOCK m 29 4871 TIE ROD BRACKET SULLIVAN 30 P4865 SHOOT BOLT,TOP PADDOCK ,�µtamngph 31 Page PADDOCK K y►, , 374851 OBTA BFT a• 1.ND.RE( Thi Op J.��GENg�Vh+�� 32P 4894 BAR MULTFPOIVT,SPT,8 FT PADDOCK g-0is: No sml ySy'S 32 P-4901 LOCKBAR,MUL 4PT,6'8 FT PADDOCK 32 P4902 LOCKBAR,WSW FT PADDOCK 33 P49M HANDLE BET,ACTfVE PADDOCK �9 tt STATE OF jfU 34 P4605 HANDLE SET,INA PAD T 35 P49I3 W37P,.50X50 FOLDED B SEAL, DOOR LEL4 FO R 1 36 -0817 ASTRAGAL OUTSIDE NYLON M$M ,,��4� 37 P-0918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M 36 P49W COVER,WTERIOR LT IVYLO 7 M&M x- 3.9 Pa41155 ICAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4110015 40 4828 ISHIM,SID LITE,DOOR SHIPPING BLOCK NYLONM$ LUCAS A TURNER,P.E 41 P4927 FLUSH TELT NYL M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#56201 42 P-4= SCREW,#10 X 1-114 Wx HEAD TEK®SIDEUTE ATTACH FASTENAL 1239 dABAPA AVE P4933 NUT lW-WfIANGEO WtSERRATMlUP,SS, PANEL • • •• NORTH PORT,FL 34288 44 P-4934 SCREW,#12.24 X 112',PH FLAT,MS,@ HINGE • FA.P WNAL • • • i PH.941-SWI 574 45 7-4896 DOOR KNOB,ACME PANEL ••• • SHEET 46 P49 77 DEADBMT,ACTIVE PANEL I■4IVY• i i ••• 47 Pa}989 SCREW,#10 X2'REW.ATTACK FA3lENAL BOM 48 1STRIKE,DEADBOLT PADDOCK 49 1 F-51V IBCREW,#12 Xr.PH PAN,SMS R FA oa7E: 50 1 P-513D IGASKET,DCXXI 59j,FRONT Hb ••• •e• ADE I 09!08!11 • • • • • • • • • • ••• •• • •• •• ••• • •••• ••• r. ALTERNATE APPROVED LOCKSETS: CS641 PAMEX GRADE 2 LOCKSETAND OS HSE ETW OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 4 9118' 13/4" 2 314" I �'I P-27/16` I t [::3 2 zsitl �f`Vc)l)Al 1A1Y7LC9(f///S s/Uti 1 711 1 1 � 1/18° 1900 SW LORI AVE. 1118' WWW.CW5�A 34474 THRESHOLD-1793 HEAD COVER-1840 AOR HEAD-1833 45/16" 87W/1050 PVL` s trr SWING DOOR 2 ltd• 49ns•� 1119• 1/a•�� a1 3B• IMPACT 8118• r m � 1/18' So 1116• REINFORCEMENT-1857 FRAME COVER-1808/16' FILLER-1784 a Q o DOOR SILL-1879 -26V 2 318• PVC DOOR PANEL-SM 6/6 qa m 3 T— 11118• `� �49n8° x11/2' 11 7 a SIDELIiE COVER-1815 9118' PVC OLA21NG BEAD-8084 5 4 5/18• a 1U i 1118" 215118• 1116" 1116° 11/8° DOORJAMB-188D11 0 LL 314, Lm a i J_ 1118• ,,U1neIngi�i 49/18• REINFORCEMENT 1981 REINFORCEMENT-1858 1119' bRIPCAP-1917 OOREtV �py BASE SWEEP-1915 �,V�.•V1L E N� .. �i�� f+ 1 1/2• �1 12'� *.T Ne 5=1 i 8 3W 2117 ❑ 19118'+� 119 STATE OR ' fns- I 'o• ,'AU a,. 5/18' 13118' 1/18' 1311 1118• �•`•° 21 fns° 218118• 1118' ♦hn�NA'OO`•`�� SIOELJRE-198t L INSERT,BACK-1885 DRIP COVER•1918 y� LUCAS A.TURNER,P.E —4 I• REINFORCEMENT-im REOVF0RCEMENT-1882 FLPE#55201 11239 JABARA AVE. NO �• i i ••• w•• RTH PORT,FL 34288 9 •• • • • • • 811 PH.9411574 • • • • • • ••• � T D^FSCAFMN: 2 1116' � • • • • • 1.314" • • • 1t116 � 1118° u1� ,ns° EXTRUSIONS 2- 1 118' 118• INSERT,FRONT-1994 DRAWNSIDEUTE-1900 • • • ••• T • ADE DATE 09!08/11 i• • • I•NSBMiiPNL-1849 s:R• b ASTRAGAJOV4489 CWS-641 B NOTE:ALL EXMUStONS ARE 6063•TS ALUMINUM 1 2 SHEET 9 OF 12 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • a•Ryp,) wRvnow ANCHOR 0 MIDSPAN(TYP.) 4-(TYP.) 190D SW 44TH AVE. S.MAX.(TYP.) ANCHOR @ MB>.SPAN(IYP.)6' OC W.FLORIDA 3447A s°MAX(TYP.) MAX �` 4'C".3 � 2•(TYP.)NVOOD/METALS•MAX.(TYP) I 4'(TYP �-2'0W.)-WOODAWTAL 87OW10150 PVC SEE NOTE 2 SEE NATE z SWING DOOR IMPACT MAX17' j u� MO.C. i7'MAX (TYP.) INSTALLATION O.C.9M INSTALLATION ° O X © ANCHOR(TYP.) O X X O ANCHOR gyp.) o gYg pWp IfJ2m 11RL $ =F��w N S 5 2 SIDEUTE SIDEUTE SIDED E DDDR DOOR SIDELRE 53 ANC - ANCHOR LAYOUT-OLANOEI �p LAYOUT-(FLANGE_) w o m 4 .CIRCLED ANCHOR LOCdITRNiS LEG D ONLY IN WOOD AND METAL INSTALLATIONS,DO NOT B$TALL THESE ANCHOig INTO KAMM ��, jwp� REw��4 �� $VRE r Na .58201 •S�� =*S NOTES: 9Q: STATE OF Fwd 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. yy .L O R 1oe''1?rr ♦ S a.,,,..r N 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'.USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT.LOAD BEARING SHIMS timNA: �A 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 11. 815 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 LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION, FL PE 8 5=1 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANo&l Sj1S=ALL&pNINS=RLI,TIDNS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34286 MINIMUM SPECK!ED IN TABLE 1,SHEET 11. • • •• • • f • • PH.941-350-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR S •TUOCOi F;R pply* *a 0MU QI�IVINGS,EMBEDMENT SHALL BE BEYOND WOE BUCKS,IF USED,INTO SUBSTRATE, HmT INSTAL1A710N5 TO SOLID CONCRETE OR GROUT FILLED CMU MAY INCLUDE BU P[XlNOTRECII II@IE IX"OCD 8@CKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NO sr 7.A MINIMUM CENTER-TO-CENTER SPACING SHAD-99 MAINTAINED BETWEEN ALL FASTENERS:4•FOR MASONRY,2-3/16•FOR HINGES(ALL SUBSTRATES),1'FOR WOOD AND METAL ADE 09/08111 IL WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALLSE PROPI RLY DESIONeD BY TIRE ARGAITMTOR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, uwG SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS*uvMN TAM.SM-11. CNCAC AM MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 a 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANs%(?F"491-LATKA14W 4c DCNE lybdTH90F LLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE FMA(AAMA 100(FiN WMDOWS),FWAAMA200(FLANGE WINDOWS), FMA/WDMA280(BOXWIMMM),FMA/AAMAANOMA300 (DiTERIOR DOORS) SHEET 1:8 TO OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4'MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT WINDOW 87MTV9 SEE TABLE 1 1800 SW 44TH AVE. CONTINOUS DBL 1/4'BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS f AROUND PERIMETER AT ALL INDICATED VbV1W CWS SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE i BY INSTALLER R M�z DIST. SEE TABLE 1 87=1 0/50 PVC INSTALLATION ANCHOR .SWING DWR PERIMETER SEALANTSEE TABLE 1 IMPACT BY INSTALLER 19'MAX.SHIM INSIDE AND OUT INTERIOR 5 a CONTINOUS DBL 11C BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR AROUND PERIMETER AT ALLSUBINDICATEDSEE TABLE 1 SEE TABLE 1 PAINTS BETWEEN FRAME ANDDSUBSTRATE BY INSTALLER HINGE BLE I DGE DIST. SEE TI v LL Q PERIMETER SEALANT BY INSTALLER W PERIMETER SEALANT INSIDE AND OUT HIWtiE MIN.EMBEDMENTBY INSTALLER 2 SEE TABLE 1 GIDE AND OUT SEES TABLE 1 TE BY HERS o _ ol B HORIZONTAL 8E N 11 TYPICALJAMBlHINGEANCHORAGE MIN.EMBEDMENT .. SUBSTRATE 13Y OTHERS SEE TABLE 1 SEE TABLE 1 ` ,,tapAltiwn I�• ol •v: Ne 58251 MIN.EDGE DIST. 2sm ir B I&(EYP.) A VERTICAL SECTION SEE TABLE 1 HWGEORU (TYP.) 11 TYPICAL81LLAA1GH0 =P� STATE OF O2XMITABLE 1:APPROVED INSTALLATION FASTENERS �9��8'J o R M A E DIST. �hkini�>"`�,`' (285 KSI MIN 1/4'ELCO ULIRACON 1-we 2-112 yy 1/4'ELCO UL OUTHERN PINE(G-0.567 1/4•ELCO I1L719ACON 1516' TAY 27 SEE 7 MMAX.TE 1b OUTHERN PINE(G-0.5m 912 WOOD SCREW 1_81r 7A' LUCAS A.TURNER,P.E. 18 GAUGE(0.06n MIN. 912.14 HIL71 KW K-FLEXOR RW FULL THREAD FL PE S 38201 1238 JABARA AVE. - STEEL STUD(33 KSI YIELD MIN) TEKSSELF4NUIMSCRW& .olMA0.W(I • .• NOTE: NORTH PORT,FL 34288 1/E'ALUM.(8063.75 MAL)OR 612 GRADE 5 SELF-TAP"/ LL • • 1 • HINGE SPACINGS ARE: PH.841-38D 1574 RAP STEEL(3i KSI MIN.) DRIUJNG SCREW . olm%o vwo • .• • 8-12' FROM ENDS y11E�rD eommar HINGE ANCHORS 0dT0 CONCRETE MES KSI MM} 3/18°ELCO UL7RAODN •• •.• 1- • .2- • 21-5/18'MAX O.C.FOR UP TO 81'UNIT HEIGHT. HNUE ANCHORS INTO HOLLOW OR FILLED 20' MAX O.C.FOR OVER 81'LBJIT HEK3HT. INSTALLATION DETAILS CMU ASTM C-00) WIT ELCO ULTRACON 1-I/4° 2-1/2° DOOR H ANCHORS INTO 2XMW SO ORA TE: PINE 0-46S} 510 WOOD 6diEw • ••• '�' • . 7/p. ADE 08/08/17 HiNpEANCHORS 16 GAUGE(aa00')MIN. >110.16 nKWAC • 1�2• • • • t. REY.: STEEL Snm(39 KSI YIELD MTEKS SELF-omioXa BGOEW• Ti{1R9ia8W• • •• • • HINGE LAYOUT CWS-841 B HM4GE ANCHOFS 1/8'ALUM.($QB!- IN)OR A10 GRADE 5 S / • 20 1/8'STEEL KSI MIN DRAlPIG SCREW •• • 7HRU 12Y 1/e• ' 1.2 SHEET 11 OF 12 • • • • • • • • • • A. •• •• • f • •• •• TYPICAL HEAD ANCHORAGE fNTERIOR 1J4"MAX SHIM MPI.EDGE DIST. MIN.EMBEDMENT Womw asTo 4 SEE TABLE 1,8Hi 11 SEE TABLE 1,BHT 11 1500 SW 44TH AVE. AROUNOONTIND PE DBL 1/4°BEADS IN SEALANT ODAI A FLORIDA 94474 AROUND PEROAETER AT ALL INDICATED WWw.CWS.CC SEE TABLE 1 BSHT HERS BY POINTS INSBETWEEN FRAME AND SUBSTRATE MIN.EMBEDMENT MIN.EDGE DIST, SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 $7ml om pvc INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 114°MAX SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT 5a� INTERIOR g CONTNOUS DBL 114•BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR YS w POWTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 Lil BY INSTALLER PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT INSIDE AND OUT BY INSTALLER SUBSTRATE BY OTHERS c h. INSIDE AND OUT SEE TABLE 1,SHT 11 HORIZOM'AL SECTION MIN.EMBEDMENT 12 TYPICAL,IAMB J HINGE ANCHORAGE � �G SEE TABLE 1,SHT t i SUBSTRATE.SHOTHERS11mac ��nuugi� MIN.EDGE DIST. ,��pr.y�LBNg SEE TABLE 1,SHT 11 �.,cc N• 582BKv+P �1 VERTICAL.SECTION ` 12 TYPICAL SILL ANCHORAGE 9i 8TART H OF FWy Li�O.n�b��p R l d r✓'��ryi► ORAL zz. 4tl8/2015 LUCAS A.TURNER,P.E. FL PE 8 58201 - - - 1M9JABARA AVIE. NORTH PORT,FL 34288 •• ••• • • • • • •• PH-941-M-1574 • • • • • • • • • INSTALLATION DETAILS •• ••• •• • • • •• 91DELITE DRAWN By* DAM • ••• • ••• • • ADE 00/08/11 • CWS-641 e •• • • • • • • •• • • • •• • • • • • • • SHEET 12 12 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 r j Florida()relppltirm! eCIS tame 1 Lop In j user Registration fiat Topes ts&Subrnit Surdvrge scarecta 4r,ci,,; r I c i r BusI'Ies Product Approval Professi��r'�al (NUOR:Public User Regulation Product Aaarovel Menu> >Aoonralkn tht>Application Detail FL# FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,Fl_34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 000* (352)368-6922 Ext 291 • 0 ekoss0 ws.Q • • •••• •••••• •• • 0000 • Quality Assurance Representative ative ]ay Lathrop • • • 9000% • Addrew/Phone/Emaii 1900 SW 44th Ave. 000000 • • • Ocala FL 34474 :0006:• • 0000 •• (352)368-6922 Ext 291 • • • • • jlathrop@cws.m "'• ' " 09:0 0000•• 0000 0000• Category F.xterlor Doors so 00 "" Subcategory Sliding Exterior Door Assemblies """ ' ' • • • • 0000•• 0000•• Compliance Method Evaluation Report from a Florida Regisberea ArcakV or.d1 LRxnsed 0000•• Florida Professional Engineer •• • sees • • 0 Evaluation Report-Hardcopy Received sees ' Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE QI Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 C0I EvalReo CWS-2988(SGD-8900.IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app dtl.aspx?parwn=wGEVXQwtDgttaGslp3GvutO... 6/24/2015 Florida Building Code Online Page 2 of 2 4 • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Suromary of Products 0 * Modell,Number or Name Description F9- 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Irmllistion Instructions Approved for use In HVHZ:Yes FL11103 R2 II CWS-298B(.SGD-8900.IMPl.odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP-+1-60 psf,Max.panel size 4'x FLI 1103 RZ AE DuPont ,P NOA 11-0624 0 .odf 8'.Config.include OXXO,OXO,OX,XO.Glass complies to FLI1103 R2 AE Evaliep CWS-2988(SGD-8900.IMP).D f ASTM E1300-04. FL11103 R2 AE Quanex(Mlkron)NOA 12-1017 02.odf Created by Independent Third Party:Yes sack aa. Cerftad LS::19M North.Man=Street.Tallahassee FL 32399 Phone:050-487-1924 The State of Florida 0 an AVEE0 employer.Coovrieht 2007-2013 gate of Rodda.;: ;:Acogsslblirx Statement:: 6060 Under Florida law,email addresses are public records.If you do not want your e- address released In response to a W btk-records retucls Vo not ser1L eladror&mall to this er ty.lnstaad,cD I I the office by phone or by tradConal mall.If you have any queations,pleaterdaet a5a.467.1395.'aPdh%ft to 669099 Section 455.275(1),Horide stabAw,efeetMe Oetober 1,2012,Utensees kensed under Chaptar 455,F.S.must provide Dep with am a4a eddreas if •• Ow have one.The analis prevded may be used for official eommurdrallon with ete licensee.However email addresses are plr�ic e.1f you�(d to • supply a personal address,please provide the Deparbran with an emas addrms which can be made available to the publIQ Tj nqm If you arfa�nder •6•••• Chapter 455,F.S.,please dick Nim, 6 product Approval Aoeopt� •••••• • • • PER E 00000* 6666 • •• ••6•• all' sa rhx^s • • • • • • 0000 • •••••• • • •666•• http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgttaGslp3GvutO... 6/24/2015 TT RNER 1239 Jabara Ave. v North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. 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 5h 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-298B,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-1A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/1.S.2/A440-2005,and ASTM E 1886/1996 2002 4) Supplemental Calcs.to support CWS-298B,signed and sealed by Lucas A.Turner,l; ••• . . 0000 000000 Installation: Units must be installed according to approval document CWS-298M. •••;•• •, 0000.. Limitations of Use: This product: •••••• • 0000.. • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max.door heightf,-wrth glas0..::••• ••••' types and max. glass daylight sizes as shown in CWS-298B • 0000.. 0000 0000. • Achieves design pressures of+/-60 psf ' • Is Large Missile Impact Resistant and does not require the use of shutter••;•; •, • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(SGP)Interlayer per Miami-Dade NOA#l;;Q62J.02t •••• ;•••• • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#I2-1017.02t '..' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5h Ed. (2014)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 financial interest in any other entity involved in the testing or approval process of this product. DREtV !d.,. %Q,��r*P No 58201 Z�'+ 4/18/2015 Lucas A. Turner,P.E. 9 STAT OF ;r�+* r© FL PE#58201.. .• �r 1oNA1-V1'1'% Lucas A. Turner � 2015-04-2012:28-04:00 w ollausm NOTES: SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SnToqs W � COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY ISM 3W 44TH AVE. HURRICANE ZONE(HVIM AREAS AS DEFINED IN ASTM E 1998 PER THE FBC. OCALA,FLORIDA 34474 191 1!8• WWw.CWS.CC 48 719' MAX UNIT WIDTH 2 GLAZING DETAIL-(SEE SHEET 2) PANEL WIDTH A S.APPROVED CONRGURATIONS:'OXXO•,•OXO"."XXP,'OX• 8900 PVC'. 4.DESIGN PRESSURES: SLIDING GLASS olLass , -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 96 DW I TABLES ASTM E-1300.114. MAX _ - - - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. N a O X X O S.ANCHORAGE:THE 33 iM%STRESS INCREASE HAS NOT BEEN USED IN THE93 10 o MAXB G8 LASS B aw DESIGN OF THIS PRODUCT.SEE SHEETS FOR INSTALLATION DETAIL `t PANEL DLO WIND LOAD DURATION FACTOR Cd-t.8 WAS USED FOR WOOD ANCHOR HEIGHTa p I e CALCULATIONS. w 8 8 PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT 5-p E I REQUIRED. c� zz .L.�_ 6 s Ul 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS FULLY WELDED. R z a A x 8 8.SERIES 1 MODEL DESIGNATION:SGD-8900. a 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: w cP5 MAX UNIT MAX Ulm WIDTH X-OPERABLESASH,O-FIXED SASH. w0 48 IL 7/8' —I �MAAXX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. MAX PANELWIDTH m Q Z PANEL W IDTH 1.EXTERNAL WEEP SLOT=114 x 1'LOCATED 41 FROM BOTH ENDS. --413/4"— GLASS 41 314' r,�P,,yOREby TV��6 88" DLO JOAt- No 58201 IT �GHTNGHT LU�sA. f :aDX � E 2015-0420 70% STATE OF iUJ PANEL PANEL ® X E 12:30-04:00 =HEIGHTb HEIGHT d y+,��gry „ pei� GLASS DLO C C 4/312015 LUCAS A.TURNER,P.E. – -- -- FL PE#58201 1239 JABARA AVE. •• ••• • • •• NORTH PORT,FL 34288 i • • • • • • • • PH.941-380-1574 •• • • • • ••• • SHEET DESC . GENERAL NOTES AND TABLE OF CONTENTS MAX.PANEL DESIGN PRESSUREELEVATIONS GENERAL NOTES&ELEVATIONS-1NFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN - DATE, SECTION VOWS O)IXO&GLAZING DETAIL-2 XO .96”x D " • .•. +/-60 PSF LARGE MISSILE IMPACT a ADE 06/113!08 EXTRUSIONS& OX--- -....__44 OXO 14 48/l -x 965- 1848-)t 9 •fi/2$ +/-60 PSF LARGE MISSILE IMPACT CWS-298 B ANCHORSCHEDULE&Imo" "----S OXXO 19t-1/S'•x 96" • •• +/-60 PSF LARGE MISSILE IMPACT SHEET INSTALLATWNDETAB -... __,8 1:33.33 1OFS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VVINDOW SYSTEMS 5 1 6 7 i 1 til 1600 SW 44TH AVE. OCALA,FLORIDA 34474WW W .CWS.CC 89W PVC SLIDING GLASS e DOOR-IMPACT W N Y W m SECTION B-B v o vl 1'OVERALL m g 2 1 a 3/16'TEMPERED til frr- 3V ARSPACE y W 2 t s 7M 8'LAMINATED GLASSQ 4 3118'ANNEALED GLASS m d Z 3 .090 SENTRY GLASS TONOPLAST INTERLAYER �r004.gDREW •••i 3115'ANNEALED GLASS P r !! • 1 PAIR OF ANCHORS AT EACH CUP. rgre;V O E NS�. •+ LiJ 1 SEE SHT 8 FOR SPACING � No gB2O1 7lr # *z !;'ASTATE OF JW: 3 t PURFECT GLAZE •�O�t9�'Csw.I.�''�Q��rrr SKAFLE1t S52 paw I IW GLASS SITE zZ 4/3/2015 Tnl t 1 SECTION C-C LUCAS A.TURNER,P.E. J F0(ED PANEL ATTACHMENT FL PE 8813201 1239 JABARA AVE •• ••• • • • • • •• NORTH PORT,FL 34288 E� • • • • • • • • • 4 PH.941-380-1574 1 1 NOTE: • • •• • • • • • I t INSTALLATION WITH NO GILL RIS%RmkLLOW9D ONLYNf HM*• • BH T WATER INFILTRATION RES19TANCE419 NOr NEOSWA 00 000 00 0i i ••• SECTION VIEWS-OXXO 1 AND GLAZING DETAIL DRAWN BY. 1 • ••• • ••• • • ADE DBW08 • • • • • • 00: • • •• • • • • • • • • 1:1.33 CWS 2987SHEET • •• • • 000 • • • •• • • •• • 1:2.83 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • aMOM WINDOW S1 M48 1900 SW 44TH AVE OCALA.FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR-IMPACT B N N O O Y >> ED Z O t 2 g t 9 z u7 SECTION D-D w w Q � a � 0 � a m < Z 18 t � ��t��*�ORE�T••� v i Ne 58201 •S;'AS'. rLQJL STATE OF �Wa e y�Ni�ONAL �••`,•: 4/312018 LUCAS A.TURNER.P.E. FL PE S 8$201 1238 JABARA AVE t t • • • • • • •• t 2 NORTH PORT,FL 34288 • • •• • •!! • s • PH.841-380.1574 �t •• •i :SEtT -Ei•i •• SHEET 3RIPTM: •• ••• •• • • • •• SECTION VIEWS-OXO AND XO/OX DRAWN BY: • ••• • ••• • • NOTES; ADE 08!03108 0 i i i i •• i i 1."INS NOT SHOWN FOR CLARITY:10,Mn i •• • • • • • • •• • • 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2, CWS-298 B • •• • • • • • • • •• • • • •• • SHEET 1�•� 3 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i PA1TI3 UST S 15118' .{ FRAME CONSTRUCTION ITE&! NODESCRIPTV®QNlATE15AL I FRAME, AN,SOD RCN 1 SIB' 2 54040 THRESFKXDIFILLER SOD MOO10N PVC 1 Q `� TEMM80 3 5-1722 BL FOIED,SW ALUM 19008W44THAYE. 4 H 8059 PANEL TQPlB07TOM MIKRON 17 1B, 211/16, OCNl� FLORIDA 94474 5 H-6058 PANEL SOiE RAO,SGD N PVC (`��--^}O❑rpq t� W WW.CWS.CC 60 8 H- 39 ANEL INTERL FDOcD MIKRON PVC U l—J L] 7 H-81160 OVOPERABLE MOCRON PVC H-8081 O4TERLOCK, PVC,OUTER FRAME-8042 REINF.-1993 8m PVC 8 N M PVC 9 H-6043 A67RAGOV,SOD, PVC SUDINw GLASS 10 P3142 ROLLER,T SUUIVAN TEEL 1716- FRAME CORNERS 11 P�34z EAM SEALS di W4 SCHNE ,7�'� ,7/g SCREWED TOGETHER DOOR-IMPACT 12 P3039 SET.B m S5DL1R.IN 17AF X2 FRANKLOWE 1:10 13 P44W S1KAFLFXW2ORPUA1FWTOLAZEW SKA/HENKEL 4 8 VENT CONSTRUCTION '_° a 14 P34429 .,0.270 X.187,BACK FMEAL TRAFAB 7 5 15 3539 88X314'QUAPHOJPS,TEK FASTENAL jZ G 18 P4557 810 x HEXHEAD,TEK 'ENAL 21NC 17 P3762 P PLUG,I&HOLE M&M 3 sY18" 3[#16' 118' 39118' S 1S P-3767 810 X 1'HEX WASHER HEAD,7E FASTS Z NC u� 19 P-3M LOCK&HANDLE KR,PVC, D AMESBURY S 1!6 20 P-3782 314"KEEPER AME URY SS 7�° a Q y 21 P-3793 MO &D SgLiI k '! o 22 P-4138 #10 x 2 HEAD PHIL S F STE PVC PNL INTERLOCK-8060 PVC PNL LOCKSTILE-8059 PVC PNL INTERLOCK-3033 Ri 'a w 23 S 1775 REOVFORCEMENT ALUM.,PANEL KEYMARK ALUM VENTS FULLY WELDED 24 H-1993 RE60 O ALU M..P L AU.W 1:10 tL t 25 P 429$ FDED PANEL CUPKE ALUM n 25 5.1547 COVER D PANEL CIDP KEYMARK ALLI4 27 S11I30 PANEL TRACK ALUMOM SOD,SILL KEYM ALUM t 2' I+--ztn6• ,1116• 28 5-1728 MUTMMMENT.ASTRAGAL, KEYMARK ALUM I FrFr �{ 29 S-1737 HK3HR�E 3 ALUMINUM KEYMARK ALUM 0 t m Z 30 S-SW7 O 1.00',SOD N PVC 4Mnuigi� i 31 1 TRACK,SCREEN SOD MIKRON PVC z 13H8• �T•�� 32 S-SM SUPPORT WELD,S MIKRONWOR33118' Vie 31!16 a5B �� POEN !! GLASS EE SHEET 118116' ills" �,.�'• $F''.,QfL�� 34 H-OD45 S E CHANNEL MIKRON 118• 1118' , J Ne 58201 35 58045 EEN ADAPTOR M PVC 36 -4278 WW.,0.2°X 1.25°DUST U TRAFAB '0. 37 S 1784 THRESHOLD ER KEYMA ALUM ''SIL STATE OF 104- g P 4388 WSTP_,1"X 7.1°X0.7" PLUG ULTRAFAB PVC INTERLOCK SNAP 6061 61 FOXED PNL CLIP-4285 FIXED PNL COVER-1597 REINR-1775 HIGHRISE-1737 5.�y.•� O �� ,�I 39 P-3= TP.,0.330° 0.187°BACK FN ULTRA �1 40 1 P-4479 IWEEP HOLE COVER PVC 2 V8" 314• 2' y u�pMnnf`" �� 33/8'—� ��° 12'y 7 3�8' 1376° ,118° — — ROLLER TRACK-1930 l I fl, —__ LUCAS A.TURNER,P.E. SILL THRESH COVER-1764 L FL PE#58201 PVC SCREEN ADAPTOR-ON1239 JABARA AVE. • •• i i ••• i ••• PVC WELD SUPPORT-8048 NORTH PORT,FL 34288 7/6' • • •�3:8 ,• ••: •• a 1116• PH.941-38p-1574 S 1178'C�C7 L�� 43/8° •• •• • • s17�r . 1/8' 7116" 5re' ' •• •' z •• lite, 3 9116" BOM AND EXTRUSIONS i- 1116^ 1118° ills• tbrmm DATE: 118• • ••• • ••• Illi • ins° ADE 06/03/08 PVC SCREEN CHANNEL-SOU PVC 7OK Fl�* _gp�p • •FRED PNL SUPPORT-1722 i • • • PVC SCREEN TRACK-X41 ukmf o •• • • • • • • •• • • CWS-298 B NOTE:ALL EY•Tp0SIO ARE ALL1fad NU T8 Y O ERWISE SPECIFIED. PVC GLAZING BEAD-6037 PVC ASTRAGAL-6043 REINF.-1728 SHEET 1:2 40F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rM�AX.�{ F- r W MAX O.C. I 4 m.P) I WI�g1 I Ioym1800 SW 44TH AVE -— OCALA,FLORIDA 34474 WWW.CWS.CC T MAX ' fTm SAM Or MAX O.C. I WW PVC aYPF SLIDING GLASS DOOR-IMPACT 1 � += �az I ANCHOR LAYOUT I 61, ' Ne 58281 ;`ALS 1r 2* I6DTE,R :1r-. TSpCI STATH OF w 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. tip;t3 R G Ill 2 SHIM ASN TRUC E EACH INSTALLATION ANCHOR USING LOAD BEARING SAINTS. MAX ALLOWABLE BRIM STACK Td BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1118.19 PRESENT. LOAD BEARING SHfMS SHALL air �ON{Ril BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �a+amnus•� 3.ANCHOR TYPE,SIM SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 4.ALL INSTALLATION �MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATI( DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE 4=16LUCAS A.TURNER P.E. PROTECTED TO PREVENTEVENT REACTION. FL PE 9 58201 6 INSTALLATION ANCHORS SHALL BE M ACCORDANCE WITH ANCHOR MANUFACTURM W"Txr 1NSpUG�IOP�S,A(jD j£HORS SHALL NOT HE USED IN SUBSTRATES WITH STRENGTHS LESS THAN TEFF MINIMUM 1238 JABARA AVE, SP€CIFI®IN TABLE i,SHEET B. • • • • • • • • • NORTH PORT,FL 34288 • A• •• • • WAS, PH,841-31 1514 LL e.ANCHOR EMBEDMENT TO SUBSTRATE SHABE BEYOND WALL DRESSING OR STUCCO. CWHETf Ll S,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, INSTALLATIONS D TO SOLID CONCRETE OR GROUT-ll En CMU MAY INCLUDE BUT DO NOT REQUIRE 1 Y#WOODBUCKBSEWW BEN VHBiPRODUCT AND SUBSTRATE. INSTALLATIONS TO Holl CMU REQUIRE THE USE OF 1 X BUCKS ICHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. •• 414041 •• • • • •• 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL HE MAINTAINED BETWEEN ALL FASTENERS;2'FOR MASONRY,1,FOR WOOD AND METAL (VOTES DATE B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERU11 FiB RNM BYITHL 44W ITECTAR ENGINEER OF RC-CORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE Q6mos SUBSTRATES SHALL MEET THE MIMMUM STRENGTH REQUIREMENTS AS SIMM TABLE 1,SI�EEl8. CO IIORETEll MASONRY SUBSTRATES MAY NOT BE CRACKED. uwu-# A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF 1 B� ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS; CWS-290 B FMWAAMA 1C0(FIN WINDOWS),FMA/AAMA 2O0(FlANGE WINDOWS),FMAtV'JgNA C�,00 AV DOORS). SHEET 1:20 5 OF 0 ••• • • • • ••• • • ••• • • • ••• • • 1 TYPICAL HEAD ANCHORAGE 27/ie`MIN MW.EDGE DIST. 4°MAXBHON SEE TABLE 111 ( INwwsn;TEM INTERIOR AM EMBEDMENT 1800 SW 44TH AVE SEE TABLE 1 OCALA.FLORIDA 34474 MAI.EMBEDMENT WW W.CWS.CC SUBSTRATE BY OTHERS SEE TABLE, SEE TABLE 1 890Q PVC BY PERIMETER SEALANT 114•MAXSImnI SVOf GLASSIINSIDDEEANDDOOUT 2m6 MIM DOOR-IMPACT It7 N _aF INSTALLATION ANCHOR NTEA70R Q SEE TABLE 1 MIN.EDGE DIST. Y SEALANT BETWEEN SEE TABLE 1 m SILL RISER AND FRAME fA BY INSTALLER O PERIMETER SEALANT BY INSTALLER �_ o_ (0 IMETER SEALANT ONSIDE AND OUT z W �i BYRINS INSTALLFA FA SUBSTRATE BY OTHERS 0 Q INSIDE AND OUT SEE TABLE 1 DQNOTCOVER �+ F a WEEP HOLES B HORIZONTAL SECTION MIEN.E MBEDMENT B TYPICAL JAMB ANt2iORAGE F_ I SUBSTRATE BY OTHERS o SEE TABLE 1 INSTALLATION ANCHOR m ¢Z SEE TABLE 1 SEALANT UNDER SCREW 27/18' MIN.EDGE DIST. TWOACUP NCHORS $ TWO NCHORSOUGH 0gftmlir HEAD BY INSTALLER SEE TABLE 1 PRE-DRILLED HDLES ,♦♦#1 P,+iLDRE�•r 1 �A _yERTICAL SECTION 1/4,MAX SHIM ( •b�G �8t:••4Py�� e TYPICAL SILL ANCHORAGE FDWD PANEL Na 58201 q , MIN.EMBEDMENT S*' * *C SEE TABLE 1 3 . STATE OF .1,AU TABLE 1:APPROV®INSTALLAT1011 FASTENERS FOCEbI PANEL 1.%%. �<O R S Dv �_� SUB9TRATE E DIST. 12° EDGE DIST. 1 ,g��DIVA1-.��,♦ SEE(20 KSI MIN.) 3/18'RW TAPCON 1° oe Eg h+ y� 1` (- HOLLOW OR GROUT+W.EO CMU(117 PCF MN.) 3/18.11W TAPOON 1' 3 ]Z Z� 4=015 HOLLOW OR GROUT-FILED CMU(ASTM C40) 3/18•ELCO IILTRACON 1-1/4' 21/2 MAX,O.C. LUCAS A.TURNER,P.E. 2XMN.SOUTHERN PINE(G=O.W 3/18•ITW TAPCON 1318° 1• FL PE#5=1 MNL soun4EMPINE(G.-AW SRC WOOD SCREW 16 • •• 1238 JABARA AVE. 10 GAUGE(0.080`)MN,STEEL STUD #10-18 HC-TI KWIX-FLEX OR rrF FULL FO(ED PANEL CLIP NORTH PORT,FL 342BO • • q�fwe CLIP ANCHORS MUST PH.541-380-1574 C�KSI��MNf TEKS SELF-DRILLING SCREW THBlM0.0�'• • •�E LOCATED A MIN 1/8°ALUM.(33-75 MN.)OR #10 GRADE B SELF TAPPNG i • • •CISTANOE OF 5AWAY178°STEEL(33 KSI MIN.) DRILLING SCREW THRU0,125 FROM�MAIN FRAME GENERAL NOTES AND RED PA A ORS NM: ELEVATIONS CONCRETE(20 KSI MN.)OR 3(18'IRW TAPCON 1° 3" NSTALLATIONPATE; HOLLOW OR GROUT-FI.LED CMU 117 PCF MIN.) 1 10:0 • ••• • AMCHOR"M D PANEL CLIP ANCHORS • • /C HORIZON SECTION ADE 08/031Os CONCRETE(2.&5 KSI MIN.)OR 3/18'ELM ULTRACON ••• • �• • •• • • • FOD:D PANEL CUP DETAIL J FD®PANEL ANCHORAGE 9.1 .. HOLLOW OR Qd3OUT+I LED CMU STM • •• • • • • • • CWS 288 8 SHEET 1-9 NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALE FOLLOW THE ANCHOR TYPE,MIN,EMBEDMENT AND MN.EDGE DISTANCE LISTED IN TABLE 1. 1:2,87 8 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •