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WS-15-856 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244603 Permit Number: WS-4-15-856 Scheduled Inspection Date: October 01, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CAICEDO,JUAN Work Classification: Window/Door Replacement Job Address: 162 NW 106 Street Miami Shores, FL 33150-1248 Phone Number (561)340-4300 Parcel Number 1121360080060 Project: <NONE> Contractor: FLORIDA WINDOW& DOOR Phone: (561)340-4300 Building Department Comments INSTALL 10 IMPACT WINDOWS Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 30, 2015 For Inspections please call: (305)762-4949 Page 30 of 32 August 18,2015 From: Troy-Moses Panton,AIA 14311 Biscayne Blvd.#4323 Miami,FL 33161 RE: Permit No.: WS4-15-856 Caicedo Residence 162 NW 106a'Street, Miami Shores, FL 33150 Building Official/Inspector, Please accept this letter to notify that my representative or I have made periodic observation of the jobsite and confirm that the alternate method of window buck installation was installed as per the specifications on my previous detail dated May 15,2015. If you have any other questions,you can contact Carlos De Los Santos(Project Manager)or myself. Sincerely, Troy-Moses Panton Registered Architect .00 .. ... .. . . . ... • • • • • • • • • • • •• •• • • • •• •• f i Shores Village R� C''4- vf - ing Department Jug I'll 0 N. .2 Avenue, Miami Shores, Florida 33138 By. _ : 305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �) FBC 2014 ILDING 01y- ILDING Master Permit No.uj PERMIT APPLICATION Sub Permit No. NUILDING ❑ ELECTRIC ❑ ROOFING (REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [_1 MECHANICAL PUBLIC WORKS ❑ CHANGE OF Ej CANCELLATION F-j SHOP CONTRACTOR DRAWINGS JOBADDRESS: � __� Z City: Miami Shores County: Miami Dade Zip: ✓ Folio/Parcel#: 2-� �6 �"��®6 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Y'1 Phone#: Address: f'Jt'�j City: t)'(pfC-5 State: Zip: Tenant/Lessee Name: Phone#- n Email:— ` � }} � 1 r3yo- y 3cYJ CONTRACTOR:Company Namej1 L� t 1 0 �EJJ �� Phone#. Addrr`essss:�tU l) ��:fW` �C Su• 1 City.""1Ca`CYI C1�4.G'� State: IF L__ Zip: S71S4 Qualifier Name O�'6eC//�� n Phone#: State Certification or Registration#:L 1T� ISd'1 4So Certificate of Competency#: -r � rmCSPa� vPho # g (D DESIGNER:Architect/Engineer: ne D %--432Z i : M A State:VL zip: 33161 Address: (�a�I j�� E �� _C ty � � p Value of Work for this Permit:$ T �� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New /%,,Repair/Replace ❑ Demolition Description of Work: aftn�hftA ena mf-- Ina Specify color of color thru tile: Submittal Fee$ Permit Fee$. CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ T_ ___� &-Ind&njjCompany's Name(if applicable) �� /of Bonding Company's Address ty ! - City State Zip Mortgage Lender's Name(if applicable) / Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this a- day of Sn-e . 20 IS by Z day of �'�C;`( 120 \S by who is personally known to cc 4 (�'��who is VrsonafTy`knowwto me or who has produced_ C*-'W- 7G--.bo- ___ P �'�3- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1 Sign: x Sign: Print: YID Z Print: Seal: .��,��",,. UNDAIItMA11TNNt Noltry pine•No d FNgM Seal i E Si0 cwa t"0 R if1DN 3 • y " EXPIP , Aqusl 20 MY COW.110M 06 9.1019 APPROVED BY 7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �s°REs y Miami Shores Village ' R > " 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 ' Phone: (305)795-22049a �� fiCOR1PQ` 'r kl�s f „� ... vx+. y' Expiration: 10/2012015 �✓ •�.. 7Y � S hx '.�s Project Address Parcel Number Applicant 162 NW 106 Street 1121360080060 Miami Shores, FL 33150-1248 Block: Lot: JUAN CAICEDO Owner Information Address Phone Cell JUAN CAICEDO 162 NW 106 Street (561)340-4300 MIAMI SHORES FL 33138- 162 NW 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 13,223.00 Valuation: FLORIDA WINDOW&DOOR (561)340-4300 Total Sq Feet: 0 Type of Work: INSTALL 10 IMPACT WINDOWS Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 Invoice# WS-4-15-55176 DBPR Fee $3.00 04/23/2015 Check#:5209 $ 187.40 $50.00 DCA Fee $3.00 Education Surcharge $2.80 04/13/2015 Check#:5183 $50.00 $0.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $237.40 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 by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio ate an t all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- tracto the work stated. April 23, 2015 Authorized Signature:Owner / A scant T Contrtfctor / Agent Date Building Department Copy April 23, 2015 1 . . ... . . . ... AS x • • ••• • • • • ••• A. !IW WIDeAVORS TO CORY ir iz W n TWE FA.C.(2010 ED.)FOR LIGHT VC1fluT1011 PMID LQ4D8, seal�rtY RBGU , • ••• • ••• • ••• SAFBGUAIDl,AIR OTRATIWI • • • •• • s• • NAT4t MILTRATION MOM • • • • • •• • • •• • • • • • • • p, ALL p �q.N/� • • • • • • • • s AppRpRNiE YODON/DOOR sm 'Agfa • • ••• • ••• • G.C.TO FELD VMFY FXIFM M"FACIURER. s• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ~amwm PREGABT TO AWN I m yj 6/4X4 A=TO BE ATTR VD cz< TO FST. PT TO BE ATTR W WIMV TWFCM,6'MOMLn qD 'Ott.a IN RKCD EMTM WALL } 0 " r r .*' A•Moly CDL• Data momirm M�11� A-1 •w1 Mw REVISION a 1*2-0 1 G Miami Shores Village 7ATP4k3 ED Building Department '5 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F\BC201(�Q� BUILDING Master Permit IVo.�" I 5 6 PERMIT APPLICATION Sub Permit No. FE-]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 162 NW 106th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11 2136 008 0060 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: X BFE: FFE: OWNER:Name(Fee Simple Titleholder):Juan Caiced0 Phone#:786 393 8139 Address: 162 NW 106th Street City: Miami Shores State: FI Zip: 33150 Tenant/Lessee Name. NSA Phone#: Email: CONTRACTOR:Company Name: Florida Window & Door Phone#: 561 340 4300 Address: 7108 Fairway Drive #120 City. Palm Beach Gardens, State: FI Zip: 33418 Qualifier Name: Scott Berman Phone#: 561 340 4300 State Certification or Registration#: CGC 15009450 n Certificate of Competency#: DESIGNER:Architect/Engineer: �1 n70 4 11 VT✓'�P-0'1 11 � Phone#: ? ^.Z�/q-/�✓.2. Address: 3 11 , 5-k.5-k.,/ h` � (o � ,o City:>,? ,-I State4l—"/ Zip: Value of Work for this Permit:$ 13,223.00 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New / ❑ Repair/Replace ❑ Demolition Description of Work: lAiTc7�� l 1�rr1 >Aa�t W/haF o�•vt Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ u TOTAL FEE NOW DUE$ 1 (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 _ 25:::=, OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this - // day of edt- ,20_/,by lv day of I J 20 t5— by Juan Caicedo who is personally known to S G O t'7`' 31CPMa4 ,who is personally known to me or who has produced F as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: U Sign:_ HJT► Print: Print:, /O`✓�/r�! ��arua LINOALIZ MARTINEZ Seal: Notary PW*_State of Florida Seal: `Tf `PAY a HOWARD SIMKOFF Commiaalon#FF 197688 =� .• •. ss •. My Comm.Expires Feb 9,2019 * * MY COMMISSION#EE 830795 Sn. EXPIRES Aft;; 7�Q� ******************** . 40*lEXPI !get ***************** r of F�o`� ry ervices �j APPROVED BY ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Corporate Office: 7108 Fairway Drive Suite 120 FACTS FLORIDA Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 JUST THE Window & Door ❑(561)848-7011 Corporate ❑(561)340-4300 Palm Beach 1 First of all....No verbal agreements are recognized. Everything must be in ❑(954)990-1800 Ft. Lauderdale ❑(772)621-5905 Port.Saint Lucie writing on the contract. Please make sure everything is on your order. ❑(305)370-3770 Miami ❑(941)225-7555 Sarasota 2 p� Contact Info....We require at least 2 telephone numbers and an email address ❑(239)687-7555 Naples ❑(813)475-7555 Tampa /J\ from every customer. Please agree to provide this information and the best ❑(321)332-1237 Orlando phone numbers to contact you during working hours(9-5). www.floridawindowanddoor.com • CGC 1509450 3 Project Coordinators....You will be assigned your own project coordinator.The main Florida Window&Door agrees to sell and supply customer and customer agrees to purchase from Florida extension for the installation department is 406.Your project coordinator will call Window&Door the following windows and other materials and services on the terms and conditions set you prior to your installation and let you know what time your installer is expected forth below.All items purchased hereunder are covered to the extent applicable by the Limited Warranty. to arrive within a 3 hour time frame;for example 8-11, but it does vary depending Contract subject to measure,engineering,city approval and use of elevator to stage and remove product. on the drive times and material pick up. Installation time is approx. 5 to 10 weeks after approval. Please refer to CUSTOMER • . installation time frame on the top right side of your contract. If you are using our financing programs,the clock doesn't start ticking until your loan is approved. �-q- Sales representatives are not allowed to change these times.We cannot hold or Customer Name �.J L)A,f �A guarantee any installation dates. Installations are weather pending as we cannot predict Mother Nature.Sometimes crews get sick or trucks break down, etc. Home Phone Number '3g 81 1 Please be understanding about this, as it happens at every place of business. If your installation is canceled for reasons other than weather on the day of your ) �/ j- A weinstallation we will gladly refund you a$100 credit for your inoo venience.We use Street' f (fl 2 / 4 U� weather reports as our guide due to our installers using porteels,so itmay yet • 1 be raining at your house, but may be expected af.you MUST have a Saturday-Xour Job Address Cit n,q t S rW f�F.0 projected time of installation may be longer thaw"*4 is written on the contract!• y: Special order items may add to the time frame...:.. • State: Zip: �3 Sd 5 Length of Installation-Time frames are basedcMth�V@mesize aad"Spe of each 'ob. 6 A responsible adult 18 years or older must be#ttPV•ipstallatiW site at the..:..• Street' beginning and the end of the job.The head inslalf�•vsill do.1Vp k.4roundy�itf )6W • prior to starting work to assess any existing daMacr,jandscapirU,or any property Billing Addressthat could be affected by the construction. He�av&iloble to janswpr any gwsP 4r3s CItY: you may have at that time.The head installer i§alsq,requireV16V a postjnspecF tion when the job is completed.We want you to MakePsure that%ye jpxcee4dd Iddr State: Zip: expectations,so go over the job very carefully. If there is anlltao toat needs to be Mr. Cell 3,V -- D�q 9 addressed, he will be able to take care of it,or ensure that any necessary parts are reported and ordered.Your balance due is payable by cash,check, money order or credit card. If you are using our financing program a completion slip may need Mr. Work to be signed.Your installer will need to collect at the end of the job based on payment schedule of the job. Mr. Email CA 1 C?j O JJ µ/\ (p 7 Installation Team....We only use authorized Florida Window&Door installers.All work is guaranteed by Florida Window&Door,so you never have to worry. Mrs./Ms. Cell 8 Power....Installers will need to use your electricity.They do not carry generators. I agree to supply access to my power. MCS./MS. Work ( 9 Children and pets....Please provide a safe location away from the area during the installation process. Installers use power tools and we don't want anyone hurt. 10 Rotted wood is beyond our control. If we do find rotted wood,there will be MrSJMS. Email additional charges for replacing it. If it's small don't worry,we got it!Your project coordinator will notify you if this happens at the start of the job. HOMEOWNER INFORMATION (MUST BE COMPLETED) 11 We will obtain all necessary building permits, site specific engineering and any Type of4yt�tP, ,/..�a�SS COn�� i HC other information required by the local municipality. The Owner will be responsible "�°�7 Sn cirm -nntari7u anri r the. Home Owners Association Homeowners Association: U Yes ANO I I approval. 12 Financing....If you are financing your balance, Florida Window& Door's finance Community Name: department will notify you when your loan is approved. We will work hard with the Management: Company Name: finance companies to get your loan approved and sometimes the terms will change. Company Phone: The finance company may also ask you for additional information and your cooperation will help speed the process. If any loan terms change, Florida Window CUSTOMER TO OFPAYMENT AS FOLLOWS: &Door's finance department and/or your representative will explain them to you. 13 Landscaping....When your installation is in process,there is debris. Some of it could p,.1C1 Job Total $ fall on your landscaping.Our installers do their best to avoid damaging your flow- ! ers,trees,and bushes, but sometimes it does happen. Please be understanding. / 50% Down Payment $ / 3 2 14 Dumpster....Under no circumstances do we leave debris on your property.We i remove everything for safety reasons. Please don't ask our sales reps or our 40% Payable on Product Delivery $ installers if you can keep the scrap. Dumpsters are not for customer use. WindowsDoors: Balance Due Upon Percentage of Completion $ 15 Wood....We do not replace the wood framing or stops around your windows.We reuse your existing ones. It's better for the environment.These items are available Permitted Hold Elaft Pending Final City Inspection ($200.00 for purchase if you would like to add them to your work order. • ••• • 16 Construction concerns....We do not do any painting or wood staining. Sometimes, In the event of a wkhe+m;cal error,the prices printed on the contract are the actual prices to be charged. plaster may crack during construction.We will repair with first coat of mud and sand .. .• smooth.You may have to do some touch up painting and light sanding after we DEPOSIT/FINAL • ' OF: finish. �tieCk# *00000 ❑Visa LJ Master Card 17 Grids....If you ordered grids on your windows,the patterns will be the same as what ❑G2lS�T• ❑ • 0040 you have existing unless otherwise specified on your work order. Please make sure .•*0•. • this is the pattern you want. Nalme-oh Credit Card:�:••••• C,rZi6f�(�, F71/4 a"'t)^� 18 screens....Half screens are standard on our windows. Creehard#;�•;•• .• s 19 Window treatments....We ask that you remove all your window treatments prior 411 to your installation.All windows that are being replaced will need at least 3 feet of ••• •• 000, CPU Code: clearance inside for our installers to move.We do not take down or reinstall any Ex . Date: '.•••' p blinds or draperies. Most blinds will fit after the new windows are installed, but this is not guaranteed. Your final check is your receipt 20 Window A/C units....We do not guarantee that the A/C units will fit in the replacement windows. BUYER'S RIGHT TO CANCEL: Ths is a �orie solicitation sale,and if you • goods ! 21 Alarm contacts....will not be reconnected.We will leave the wires exposed and I viriften notice to the seller in person,by telegram,or by services,you may cancel this agreernentoy pmvicing your alarm company will need to come out and reconnect them.As you must be i mail. This notice must indicate that You • goodssellernd must be delivered or ostmarked a licensed alarm company to work on alarms. before midnight of the third business day after you sign tKs agreement If •u cancel this agreement,the 2; I understand the details of my pre-install checklist and I have received a copy. may • •r part of any cash • BACKSIDE� Please start my order immediately. If I do not answer your call within 24 hours please feel free to call my manager at extension#402 IN WITNESS WHEREOF the parties have here unto signed their names)this v'' day of 201,E} I/ LEAD SAFE PAINT PRACTICES owner(s)agrees that this Agreement front and reverse,constitutes the entire understanding between parties,and there are no verbal understandings changing or modifying any of the terms of this Agreement.This Agreement may not be changed or its terms modified or varied in any way unless such changes are in wnfing and signed by both Owner(s)and the Contractor Owner(s)hereby acknowledge that Owner(s)has read the front and reverse of this LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of Agreement and has received a completed,signed,and dated copy of is Agreement,including the two accompanying Notice of Cancellation forms,on the pamphlet, "Renovate Right: Important Lead Hazard Information for families,child care the date first written above.Owner(s)also ackn ge that he or s orally informed of his or her tight to cancel this transaction. p p g p —_ providers and schools", informing me/us of the potential risk of lead hazard exposure from Owner renovation activity to be performed in my/our home. I/we received this pamphlet before the J o �Q work began. Owner 13Ri A-4 `70 4.4 r..l� Init. Init. Salesperson (Please Print Name) y Location EXT. U Custom elects reduced warranty option for a term of years. . . . ..: . . . ... Opening •• •• •• •• MRH 15' P . . . . . . . . . . 1. XOX Horizontal Sliding Window • • • • • • • • (8200) • • •.• • • • • •.• FL 16736.2 p Z OX Horizontal Sliding Window a (8200) • • • •.• • •.• FL 16736.1 • • • •• • •• • v 3. XO Horizontal Sliding Window •000 • .• . •. 8 9 10 CcZoo7 ..• . . • . 036.1 (73 x 59) (73 x 59) (37 x 38) 4. XO Horizontal Sliding Window B (8200) FL 16736.1 5 •• • • • •. Ljj . 7 O 5. XO Horizontal Sliding Window (53 All ;.; ; '. (55 x 59) C V200) • • • • • •• 16736.1 •• • • • • . ..• •• 6. XOHorizontalsliding Window Dining ROOM Kitchen C cc FL 16736.1 Bedroom Bath Room i� M 7. OX Horizontal Sliding Window 8200) Ln L 16736:1 4 8. XO Horizontal Rolling Window (53 x 51) C -0 > (8200) Egress p` FL 16736:1 9. OX Horizontal Sliding Window 25 � L (8200 ' M FL 16736.1 iy U co 10. XO Horizontal Sliding Window �s E (8200) O op FL 16736.1 Bedroom Living Room 3 1 (53 x 51) Not Replacing (111 x 51) N CM L' 7" Ljj Egress J <- ; f LL Main Door Egress VLL co 2 .� O uS = G V (53x51) r � CD < cc Z in ' 3 CV . E Q 50' Co C.v iw1 M— C 1� y� ScopE:.Nf E-IEMPEIT.COM i (€ c RECi NOT TOSCALE 1 1oCOP f APR 1 015 DApr 10, zo15 PAGE DESCRIPTION: Site Plan 13Y: PAGE: OF1 - 1 Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL 33418 #toridawindowanddoor.com Property Information Building Information Owner: Juan Caicedo Wind Zone: 175 MPH. Address: 162 NW 106 Street Exposure Category: C Miami Shores,FL 33150 Minimum Building Dimension: 25 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive .'"ax.Negative Number Zone Width(in) IL Height(in) Elevation(ft) Pressure(ps ��ressure(pSMO — 1 _ End 111 _ _51 7 36.5 .. .... -46.5 *soon 2 End 53 - 51 7 19.4000 -50.3 .... . 3 End 53 51 7 3$4..• ;••••'50.3 4 End _ 53 _ 51 7 38.4... .50.3 00:00 ..... . . .. 5 End 53 51 7 38.4" " "50.3 " 6 End 37 38 7 10.1• 0 0-53.6 �,ss: 7 End 55 59 7 37.9 . :.....49.4 . 8 End 73 59 7 37.2 .. ;•;47.9 • — - 9 End 73 59 7 37.2 -47.9 10 End 37 38..... . .. 7 40.1 53.6 H. John Griffin 11 PE #38641 5399 SW 61 Ave. Davie, Florida 33412 561-249-1212 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Florida Building Code 20/0 ed. Page I of I APR 0 6 2015 Florida Window Door Comparison Chart ]uanCaicado 71OOFairway Drive Miami i ��Or�S 162 NW1O6Street ^ Palm Beach Gavden� F|]341O ~ Miami Shores, Florida D31SO 561-340-4300 Opening# NOA/Product Approval Size Opening Design Pressure Product Design Pressure Opening 60 60 HS 1 FL 16736.2 ill 51 36.5 46.5 60 60 HS 2 FL 16736.1 53 51 38.4 50.3 HS 50.3 60 60 3 FL 16736.1 53 51 38.4 HS 60 4 FL 16736.1 53 51 38.4 50.3 1 60 5 FL 16736.1 53 51 38.4 50.3 60 60 HS 6 FL 16736.1 37 38 40.1 53.3 60 60 HS 7 FL 16736.1 55 59 1 37.9 49.4 60 if 60 HS 8 FL 16736.1 73 59 37.2 47.9 60 60 HS 60 HS 9 FL 16736.1 73 1 59 37.2 47.9 60 HS 10 FL 16736.1 37 38 1 40.1 53.3 60 60 0 0000 ° ° ° °°°°°° 090000 0 ° ° °°°°°° 0000 ° ° °°°°° ° ° °°°°° °°°°°° � ° ° ° °°°°°~ ° ° °°°°°° 00 0 0 000 ° ° Opening Type:SH=Single Hung, HS=Horizontal Sliding Window,OS=Outswing Door,CW=Casement Window FVV=FixedWindow,SGD=S|idingGlass Door Florida Building Code Online Page 1 of 2 r1da(-} Of BC25 Home # Log In ;User Registration Hot Topicsj Submit Surcharge j Stats&Facts = Publications i FBC Staff f SCIS Site Map 1 Unks Search �U 'Product Approval 3(O o 3rofessi I USER:Public User ly l Regulation Product Approval Menu>Praiuct or Aoolkatlon Search>Aooliratkin List>Application Detail 1. FL# FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archived sees Product Manufacturer Custom Window Systems Inc. s •••••• •••••• Address/Phone/Email 1900 SW 44th Avenue • .0. • Ocala,FL 34474 •• • •••• • (352)368-6922 • • ekoss0cws.Cc 0 0.0 0• 0 1 0 0 •0.0•• Authorized Signature Michael La Fevre • •• • • s • • • •s•s•s mlafevre5lOgmail.com •••• • ••••• •s•s•s • • sees• • • • • s Technical Representative Michael LaFevre## •• s s •• s 966000 Address/Phone/Emall 1900 SW 44th Avenue 0:00:6: Ocala,FL 34474 • • • • • (352)368-6922 Ext 207 • MLaFevre®cws.cc •••••• 000 Quality Assurance Representative Cal Lady •• • •s ••s • s Address/Phone/Emall 1900 SW 44th Ave. •• • Ocala,FL 34474 (352)368-6922 cledy®cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By" Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate of Independence 00 74 x 63 IMPACTI odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floriclabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6T... 4/8/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 ..�....... _-....._...._.._. ..........___...____ Summary of Products ......_..._._..�....-.............. ........_......_._ .........._..._.......... ......... FL# 114adel,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT 74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16736 RO fl CWS-871A(HS-8200 74 x 63 IMPACT) df 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,74"x 63",DP+/-60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27 odf FL16736 RO AE EvaiReD CWS-871A(HS-8200 74 x 63 IMPA T)odf FL16736 RO AE Ouanex(Mikron)NOA 12-1017 02 odf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider IMPACT,111"x 63",XOX. Limits of use Installation Instructions Approved for use in HVHZ:Yes FL16736 RO II CWS-869A(HS-8200 11`x 63 dMPA�Ddf•a•a• •••••• Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 • • • • Impact Resistant:Yes Created by Independent Third Party:Yes •• • 0000 • Desioe Pressure:+60/-60 Evaluation Reports • 0• •••• • Other:Large Missile,ill"x 63",DP+/-60 psf. FL16736 0 AE DuPont PVB NQA 13-01.1j 2HIP •• FL16736 RO AE DuPont SGP NOA 11-0624 D odd • • • FL16736 RO AE EvalReo CWS-869A(HS-8200 111 x 63 IMPACT)odf •••••• • • • • Created b Independent Third Party:Y •••••• .......... _ ••••• • •••••• • • ••••• Is •• •• •• •• •••••• • Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487.1824 • • • • • The Stets of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility StateeMn::Refund Statement••• • • Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not sendlllaronl! mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Punuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click b . Product Approval Accepts: $Cunt MIirR1C:',. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wUEVXQwtDqu8obl%2flZm6T... 4/8/2015 .. .. . . . .. .. . . • . • . . . . . . . . .•. . • . . ... HORIZONTAL SLIDER ELEVATIOf9 ( CjEJMI'3SILEMMQLIZ) ;• PVC IMPACT REQUIREMENT: • • ••• • • • • 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • • • • • • • • THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION,INCLUDING THE HIGH VELOCITY • • ••• • ••• • HURRICANE ZONE(HVHZ). 2.GLAZING OPTIONS:(SEE SHEET 3) 1121/4' • •• 3.CONFIGURATIONS: MAX.OVERALL FLANGE WIDTH • • • • • , • • 000 • A)'7V0/X'FLANGE IMPACT WAMPACT HOOKS IN JAMBS,AND IMPACT HOOKS IN HEAD • ••• • • • • • • B)"X/ODC FIN IMPACT W/ROTARY LOCKS IN JAMBS,AND IMPACT HOOKS IN HEAD 111" • • • • • •• • MAX UNIT WIDTH • •• • • • • • • • •• 4.DESIGN PRESSURE RATINGS: A E G -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM 7 g g E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST -- -- -- -- -- -- -- PRESSURE AND GLASS TABLES ASTM E-1300-04. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7-9 FOR INSTALLATION DETAIL.WINDLOAD DURATION rl FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE 641/4" IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL MAX.OVERALL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO FLANGE HEIGHT HURRICANE FORCE WINDS AND/OR FLYING DEBRIS. 7 X O I 63 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT MAX.UNIT FIXED MEETING RAIL AT HEAD/SILL. HEIGHT 8.SERIES I MODEL DESIGNATION HS-6200. 59 9/16' MAX.SASH 9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO HEIGHT PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. I 561/4" 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,0= I I GLASS DLO FIXED SASH I I 11.SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. -- -- -- -- -- -- -- 12.WEEP SLOTS=1/4"X 1"LOCATED 4"FROM BOTH ENDS -D 5613/16" 7 GLASS DLO GLASS DLO 49 15/16' GLASS DLO 2715116' MAX SASH WIDTH DESIGN PRESSURE RATING 160 PSF LUCAS A.TURNER,FL P.E.58201 A I CHANGED EDGE DIST FROM 1/4"TO 7/16" 0210612014 ��OSOREiy TriG � VNNDOW SYSTEN6 SPA v d' No 58201 '.A 1900 SW 44TH AVE. TABLE OF CONTENTS y S*?Lucas Turner * OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS................1 - R * ^ RLE: ANCHOR SCHEDULE AND NOTES...............2 - 2014-02-24 15:48-05:00 b' ?Q:` GENERAL NOTES 8 ELEVATIONS-LARGE MISSILE IMPACT �� DESIGN PRESSURES&GLAZING................3 yp .lq� SERIES: RAWN BY: TE: SECTIONS&ALT.FRAME.............................45 THE INFORMATION CONTAINED PROPRIETARY IN DRAWING ONFI E PROPERTY /201 TOM ,rr�`SA'fl R.t C? �,` OD 820D HVHZ �E TEF WG.No,10/11/2013 NS ALLATIONDETAUSIONS&BILL OSMATERIALS "79 WINDOW SYSTEMS.IWRrrrEN N,ANY EPOF Rw�DIONINPARTORASAWWW SYSTEM.INC-IS aMOLEWIT WITHOUT THE rrrrrs '�,� , PVCHORIZ.SLIDER � NTSCWS 869 A IOF9 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 6.MAX ) A C 3" 3" FASTrjNERS•TYPICAL AT • lr%A4X.(ryp_ • • F 6' " HE/a1 AND FAL AT FMR •• • • I• D I' " '{ 144' I I r • • • • • • • • I• r---t-e^MAX.O.C.(TYP.) MAX O.C. 1 • 90: • • • • -- - -- -- - -- • • 44 MAX -- -- -- -- -- -- 6•MAX(TYR) � ... • C F 17'MAX O.C. (SHEET 4) i (TYP) • • • •$MA Gp) (SHEET 5) 1 • • • • • • V STP•) • i B X ' 0 I[I(SHEET E X ; 0 X E 4) INSTALLATION I (SHEET 5) ANCHORS TYP. t � INSTALLATION - -- -- ANCHORS TYP. I I A p (SHEET 4) (FIXED RAIL) (FIXED RAIL) (SHEET 5) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) THRU FRAME THRU NANNG FMN(WOOD OPENING) NOTES: .1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHORS SAME AS HEAD. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4"FOR MASONRY OR WOOD,AND 118"FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3116'DIA.ITW BUILDEX TAPCON WITH ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 112"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8•INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718'SHALL BE ACHIEVED IN EITHER DIRECTION. 6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 7/16"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.#10-161TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4'TO 7/16" 2/06/201 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) ��• •""••""•.TG rrr l/K�7((/J�L 4101B.CONCRETE-MINIMUM COMPRESS IVESTRENGTH OF2000PSL .D� `��OeNSF`• ori Vy)nQ�ly$y$i61$ C'MASONRY-MINIMUM DENSITY OF 117PCF,CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. w�.Ji t` Na 58201 t�'AR=' 1900 SW 44TH AVE. D.ALUMINUM^1/8'THICK MIN.,6063 TS MIN. E.STEEL-16 GAUGE(.06(r)MIN.,33 KSI MIN. * * OCALA,FLORIDA 34474 TITLE- CC ANCHOR SCHEDULE 8:NOTES-LARGE MISSILE IMPACT 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Z W% STATE OF .ter, RIES: DRAWN BY: TE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT - :Q"p•.A •W: 8200 HVHZ TEF 10/11/2013 PROPRIETARY THISAWING IS HE SO L 2/24/2014 r, ( e'''��"�� VERSION OF THE REFERENCE DOCUMENTS: � THE INFORMATION coNrnwEo IN THIS DRAWING is THE SOLE PROPERTY of cusroN ?�S''O R��•�� MODEL, LE: WG.NO.: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), W N PERMISSION NYRREPRODUCowsINPARTOiRAS WHOLE WITHOUT OUTS rrrrd�� ,* PVC HORIZ.SLIDER LETTER:NTS T. CWS-869 FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS). A 20F9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . . ... . ... • • • • • • • • • ••• 7/8'OVERALL • • • • • • • • 7/8"OVERALL • ••• • • • • •• • 3/16'ANNEALE&.Ro EN�EF D •• 1/8"ANNEALED OR TEMPERED 1/4'AIR SPACL • • • • • 000 •• 3/8"AIRSPACE 7/16'LAMI 5116"LAW 3/16'ANNEALED 1/8'ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER .090 DUPONT PUB INTERLAYER 3/16"ANNEALED 118"ANNEALED PURFECT GLAZE'H` SIKAFLEX 552 9 PURFECT GLAZE"H' SIKAFLEX 552 1-9 Fn 112"GLASS SITE aQ 112"GLASS SITE 15 OGLASS TYPE IS GLASS TYPE A SASH GLASS FI BMS FULL SIZE LUCAS A TURNER,FL P.E.58201 AAClHHAAN/NGEEDD EDGE DIST FROM 1/4"TO 7/16" 2/06!201 CK►Jl4! /wisp ��.G�Q�+•'.v�GENSFa'Q�,4i� VNO DOWSYSTEMS1,,61 y r Na 58201 1900 SW 44TH AVE. *: �* OCALA,FLORIDA 34474 yy * C TITLE: STATE OF ,obi: GLAZING-LARGE MISSILE IMPACT • SERIES: WN BY: TE: ��;•�p q ��!� 8200 HVHZ TEF 10/11!2013 PROPRIETARYAND CONFlDENML 2/24/2014 �i� :O R t a.• �� MODEL ALE: G.NO. WWINDOW RITTEN PERMISSIOTHE INFORMATION N OFANY INED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMCUSTOMWUNDOWNINPART OR A AS A WHOLE FDrt�T THE ,' f�► PVC HORIZ.SLIDER 1:1 CWS$69 A 30F9 . . . . . . . . . . . . ... . . . . ... • • • •• • •• :WT ERIOR fi • • • • • 0 1 12 13 • • • • ••• • 19 or 49 1 O 29 8 • • •• 1 40 O • • • • • • 18 30 • • • 001, • 41 •• • • • 4 18 11 30 11 8 y 2 5 6 1 SECTION C-C EXTERIOR 3 NOTE:SHOWS FIXED LITE CUT-AWAY 3 SECTION B-B 4 4013 1 HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASHES (ITEMS 44&46) 6 -- -- -- -- -- -- 1 1 43 I 1 31417 18 18 1 8 11 50 1 14 i I i HOOKS(ITEM 42) *ALTERNATE JAMB ROTARY LOCKS 8 ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMBS. EXTERIOR INTERIOR /� O X I I I 14 30 -- -- -- -- -- -- 16 HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) 9 LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 cWN mar., 40PSOREW 4Tie, 7 WIND�V$Y$1H"s 1IP-A 1 r No 58201 1900 SW 44TH AVE. OCALA,FLORIDA 34474 yy 6S * =Q Y I SECTION VIEWS FLANGE FRAME-LARGE MISSILE IMPACT &TATE OF +lid SECTION A-A PROPR�rARYANDcoecnENIrAL 2/24/2014 .� pP,.�@�� ER ES: WN BY: ATE: 4�.�•."a r moi` 8200 HVHZ TEF 1O/11/2013 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �I�s R t 0�� GLLE: W G.NO.: .. wa�BJ�TEM.IN.ANY REPRODIUDOWIsINPARTYSTEM,�IORASSWHPROOILBEITWEDRH.OUTTHE , , w MODEL:PVCHORIZ.SLIDER V.LErrER:�S H CWS-869 A 4OF9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . . ... . ... • • • •• • •• • 5 23 • • ••• • • TE O 24 • • • • • • • • ••• • ••• • 1 0 1 13 19 or 49 • • ••• •• •• • 8 1 • • • • • 4 18 18 4 43 8 30 EXTERIOR 2 5 6 4 18 3 31-37 44 8 11 50 SECTION E-E 1 1 HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASH (ITEMS 44 8 46) 1 9 I ROTARY LOCKS(ITEM 23) ONLY ENGAGED I I I PRIORTO HURRICANE 4 I I EXTERIOR INTERIOR FORCE WINDS. 14 30 0 I I LOCKS ARE LOCATED AT THE 11 THIRD POINTS ALONG THE FRAME 16 JAMBS. 6 9 18 X 0 /� SECTION F-F 7 NOTE:SHOWS FIXED LITE CUT-AWAY HEAD IMPACT H00K/JAMI3 ROTARY LOCK LOCATION( 4 (FIN FRAME) LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 114-TO 7/16' 2106/201 %��a+.f>1+ndatrgw, SECTION D-D P``VP�'.• n FTt.RZVIANDOWt' C/IJ �� ?�r No 58201 :;;C 1900 STHSnA �,� ?* * * OCA-A,FLORIDA 34474 %'O -It= SECTION VIEWS FIN FRAME-LARGE MISSILE IMPACT STATE OF ERIES: RAWN BV: TE: �� 8200 HVHZ TEF 10/11/2013 THE 04FORMATION CONTAINED IN PROPRIETARYDRAWING B THE LE PROPERTY OFzCU54TON '�i� �Q O)�l......'GN�� EL: E: W O-NO.: WI SYST� OF WSTOMW OR AS A WHOLE IS DROHI&TED.WITHOUT THE I"'; /ONNS�1�,�tA FVC HORIZ.SLIDER EV.LETTER: A HEFT: CW$$69 . . ... . . . ... .. .. . . . .. .. . tem# Part Dascrp8on Vendor Malarial 1 Main Frame,SWH5,Range,Pvc Mkron PIC • • • 000 • 000 --TT SASH CORNER FRAME CORNER 2 FNed Rad,Heavy Duty.Aluninum Keyrtark Alum •--•-111/8� � •• •• 8"—y{ t/8• 2 T CONSTRUCTION CONSTRUCTION 3 Cover,HD Faed Rap,PVC MlJon PJC • • • • • • 718"II 41 5 #8 x 2112'Ph Mod Truss Type A TEK2 A' Steel • • • • • • 1 6 Seam Ste,SM,5504 Schnee Silicone • 1 • \ 7 P41W Track Keymark Alum8 Screen Adapter,Jamb,WC Mkron PJC 211/16 - 311s'9 Screen Adapter,Heed 8 Sill,PVC Mkron PIC 10 84479 Weep Cover w/Rap MSM Nylon •• • ALUM FD MTG RAIL-1681 CORNER W ELD 11 S-6064 GlazingBead Mkron RIC • • • • • (ALL SIDES) CORNER WELD 12 H-6050 Sesh Mee • ••• • • • 3O176� (ALL SIDES) tag Flail,PJC Mkron PVC • • • • • •• • • 1 114• FIXED MEETING RAIL 13 H-6051 Sash Pul Rap,PVC Muton PJC • • • • • • • • • 1ryt6• SCREWEDTOGETHER 1 H-6052 Sash ToplBot Rai,PJC Mkron RIC PVC FRO:FLLGE-604?• • �•1'• I 3 7/1 g• 7 WITH OUTERFRAME 15 H-1497 orf.Sash Moet. i Keymark Alum L 1116' 16 FI-1498 Rakltonement Sash,Side fall Keymark Alum PVC FRAME RN-6048 17 H-1699 ReadorcemeM,Sash Pull Rap Keymark Alum �-23/16"—� ALUM ROLLER TRACK-1776 2 78 83429 Wstp.,0270 x.187 back PER Nay Ulbafeb 1 PVC HO FIXED RAIL COVER-6077 19 FL3783 Lock Irpact RIC Interlock 1 15/16" 20 P-4g61 #8x11/4-Ph Rat Tek Wht Fastenal Steel 23!18' 14 21 84069 Keeper,Inpack PJC Matlock T 22 83539 #8x Square PH Tek Wht Fast" Steel 23 84950 Rotary lock ter k 1 518' 1 5l8• 1 1 5/B' X76 12' 24 P-46.93 6-32 x 12"Barrel Fastener Interlock PVC SCREEN SUPPORT-6014 PMC SCREEN CATCH.6013 25 P-49M Keeper,Rotary Lock Interlock 26 84779Roder,Tandem MSM Nylon 13/16' 27 P-3541 x t Oued Ri 1H(2 Zi w.Screw Fa%te^al Steel3116"PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 28 GLASS Sea Sheet 3 F�3' +17/2-t 9116:r — 29 .SIW[ex 552 or Pafect Gluzo"H' Han kellSika SlToore 43 30 83028 Set.Bk,85 Dur..1/s'x 7/8"x 2"Lg. Frank Lowe ber ALUM REINF.FOR 31 3218 Sween FYane bretal RndForm 314. SCREW SUPPORT-3113 IMPACTHOOK-1112 32 FL4754 Screen Corner Key ARretal Nylon 1 3/16' 33 P-4765 Screen Corner Key w/5afety Tab Abretal Nylon 5�/8"--��"--'1� 1 3/4' 48 1/4" 34 0.9029 Screen RA tab Sumrit 7 L 35 IL3033 Screen Sprang - Re.S ring SS ; 1/16 r � 15/16" 1/16' II �8" 7/L 11 36 83228 ,F'bScreen Splin= Dapa L 7 1 5116�I t 37 84772 Screen Cloth, erglesa 40 89113 Screw Support P/C Team%sacs Iabber ALUM SASH MTG.RAIL-1497 ALUM S.B.RJS.S.R.-1498 ALUM.SASH REINF.-1699 PVC ANTI-LIFT INSERT-6005 PVC GLAZESEAD-6064 41 P3752 cap Fkq,1/T tole M&M Ion 42 51577 Impact Hook Frame.Jamb Keymark Alum �n 43 51112 laa#ercement HwdJemb for 51577 Keymark Alum -� » 44 5200D YrQact Channel,Sash mark Alum 0 016' 0 3/16' - 45 P-3748 #6 X 5B Ph R1 T8(Zinc,Paired;Screw A' Steel O O 46 5-1999 Inpact Nook,Frans,Head Keymark Alum 47 1 1+6048 Mast Frame,SHINS,Fn,PVC Mkron PVC 48 1 5.6005 RcBar Track P/C,(AnG-9t) Mkron P/C 49 1 P-5250 Lock Itpact PIC,w/Ripper Interlock q4 I�15116, 4 50 P4730 #8 x 1/2'Ph Mod Truss TBC Festenel Steel 6S"I` I ��ii�� O 3116" PLAN VIEW-2000 ALUM PANEL IMPACT CATCH-2000 PIAN VIEW-1999 ALUM HEAD IMPACT HOOK-1999 LUCAS A.TURNER,FL P.E.58201 /A CHANGED EDGE DIST FROM 1/4"TO 7/16° 2/06/2014 ,t4t4p41abs#a4 {/�� 1/16" '3�GPy.•��GEAISF•.FytiL1. S WI�DOVVSY$T8"6L4r 7/8' jS. No 58201 ,9L 1900 SW 44TH AVE. *t * * OCALA,FLORIDA 34474 1 5/16"" S�' '�0 EXTRUSIONS 8 B.O.M.-LARGE MISSILE IMPACT S P% STATE OF �� SERIES: RAWN BY: TE: PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 y0 1 •A, JC/,Z 8200 HVHZ TEF 10/111201 014 0" E: ITEMS 4,38,AND 39 ARE NO SED. THE OWAT SYSTEMS..X)NTAINm�THI DAWING�T SOLLEPROPERTYO cusTOM •��iji&4 0 R t0..t.'© �� MODEL:PVC HORIZ.SLIDER tE' 1:2 w0.NO:CWS-869 f LLALUMINUMf�CTRUSIONSARE6063-T6. �WURI7�NRIOINC.ANY NOFCUCISRTOOMWIN�SSTTE SiNAS A WHOLE C,IISPROHIBITED�O�TME ,,#N40�A y�?,,, REV.LETTER: A H 6OF9 .. .. . . . .. .. . . . ... . . . . ... SEALANT BETWEEN BUCK 1 BY WOOj1 BUCg%YfJTHERS • ••• AND OPENING BY OTHERS• •• • •• • • • • • • • • •• 1/4'MAX SHIM CONCRETE(MASONRY = (S�NO HI� • (SEE NOTE 1) BYOTHERS 1318"MIN EMBEDMENT • ••• • •••. • (SEE NOTE I) INSTALLATION ANCHOR, �'43/16"DIA.MASONRYSCREW t; 2 EDIST WASHER THRU SCREW (SEE NOTE 1)SUPPORT(SEE NOTE 1) .' •• ••CONCRETE/MASONRY . • INSTALLATION ANCHOR, BY OTHERS •• • • • • • S10WOODANCHORW/ 2 1/2'MIN EDGE DISTWASHER THRU SCREW SEALANT BETWEEN BUCK (SEE NOTE I) SUPPORT(SEE NOTE I) AND OPENING BY OTHERS •�.e2�'MIN EDGE DIST SEALANT BEHIND WOOD BUCK BY OTHERS SEALANT BEHIND FLANGE BY (SEE NOTE 1) FLANGE BY 1 114•MAX SHIM INSTALLER INSTALLER SEALANT BETWEEN BUCK (SEE NOTE 1) PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS 1J14"MIN EMBEDMENT EXTERIOR FINISH BY INSTALLER BY INSTALLER BY OTHERS (SEE NOTE 1) �•. :►. BY OTHERS . � � � C HORIZONTAL SECTION 7 FRAME(WOOD) 1 BY WOOD BUCK BY OTHERS B HORIZONTAL SECTION 7 FRAME(MASONRY) OTE:H—AND AN JA B 114"MAX SHIM EXTERIOR FINISH IMILAR FOR 2BY INSTALLATKNJ. BY OTHERS ILL INSTALLATION M A HOWN BELOW. PERIMETER SEALANT (SEE NOTE 1) BYINSTALLER INSTALLATION ANCHOR,3116'DIA. SEALANT BEHIND INSTALLATION ANCHOR, MASONRY SCREW W/NEOPRENE FLANGE BY 3116'DIA MASONRY SCREW BACKED WASHER THRU SCREW INSTALLER W/WASHER THRU SCREW - SUPPORT(SEE NOTE 1) SUPPORT(SEE NOTE 1) SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER PERIMETER SEALANT f-114'MAX SHIM MASONRY SCREW.wMEOPRENE INSTALLATION ANCHOR, DIA. BY INSTALLER 1 (SEE NOTE 1) RE BACKED WASHER THRU SCREW p.,' •' •• p�. SUPPORT(SEE NOTE 1) EXTERIOR FINISH ••p• p e p•e BY OTHERS p •p•••:.••C,•• , MIN .. 'C,•p.e • p • ••'pp ••p:Tj4 EMBEDMENT SEALANT SCREW b p EE NOTE FLANGE BYHEAD BY INSTALLER INSTALLER HIGH STRENGTH STRUCTURAL p .p•-•� pC S,p ��p GROAT BY OTHERS PERIMETER SEALANT BY INSTALLER 1/4"MAX SHIM CONCRETEJMASONRY �-2-=MIN EDGE DIST (SEE NOTE 1) BY OTHERS (SEE NOTE 1) EXTERIOR FINISHJ,1 _ SILL STOOL T �p1 ALTERNATE PRECAST SILL DETAIL •y•. BY OTHERS •.t•�,�� BY OTHERS 7 FRAME(MASONRY) • ,•4•�': ••� '' •. �•�: ' USE SOLID WOOD s,..::' .' �• " • ::• SUPPORT 70 MAKE LUCAS A TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 114'TO 7/16' 2/06/201 :"�'•: �.:'�•�' ,'►.:' •. SILL LEVEL,BY OTHERS �•�iiUE�!!�lf� • 1 1/4"MIN EMBEDMENT J��+,�� 'DREYNy.r(i�y� ClVF.7f o ["ar/ CONCRETE/MASONRY I (SEE NOTE I) -,�UQ?,�YpEf�(g�•.�pyy�' v� II-.— n�owsysre's�Ir BY OTHERS 2JM MIN EDGE DIST 1-J, No 58201 VP% 1900 SW 44TH AVE. (SEE NOTE 1) ;. C OCALA,FLORIDA 34474 q VERTICAL SECTION 7 SkIi1.E: 7 FRAME(MASONRY) `� mob'- 'ate INSTALLATION THRU FRAME DETAIL-LARGEMISSILEIMPACT STATE OF i4USERIES: RAWN BY: LATE: - � � 8200 HVHZ TEF �.1C0W/11Y-11 PROMETARYANDCGwwENnu 2/24/2014 �t:-' � t• lE HEES, EDMEDRAWING R1 , L'PVCHORZSLIDER WOSTE .INCF� SV7ETRASRHOLEW�UE r* HI AND SUBSTRATE RESTRICTIONS TO LAR ��.E WRITTENREsS . opw S �a, AG90 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • •w. --l-U2•MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS +• • • • •• ••• •• • ••• • • • • •• • EXTERIOR FINISH INSTALLATION ANCHORS 0 • • • • • • • BY OTHERS z #8 WOOD SCREW W(WASHIR • • • • ••• •• - a (SEE N (SE OTE 1) MIN EDGE DIST SEALANT BEHIND FIN .P; 2 BY WOOD BUCK BY OTHERS (SEE NOTE 1) BY INSTALLER •'a 2 BY WOOD BUCK BY OTHERS 1/4•MAX SHIM (SEE NOTE 1) WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR, PERIMETER SEALANT 9S E NOWOOD ECREW W/WASHER BY INSTALLER T/16-MIN EDGE DIST ( ) (SEE NOTE 1) 1/4'MAX SHIM (SEE NOTE 1) UM MIN EMBEDMENT (SEE NOTE 1) r SHEATHING d- 4 BY OTHERS da •;'e-•$��: EXTERIOR FINISH WINDOW WRAP BY OTHERS BY INSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER F HORIZONTAL SECTION 1/4°MAX SHIM B FIN'(WOOD) (SEE NOTE 1) SEALANT BEHIND FIN BYINSTALLER 7/16•MIN EDGE DIST (SEE NOTE 1) PERIMETER SEALANT BY INSTALLER WINDOW WRAP e e 2 BY WOOD BUCK BY OTHERS BYINSTALLER R;. LUCAS A.TURNER,FL P.E.56201 A CHANGED EDGE DIST FROM 1/4-TO 7116' 2106201 EXTERIOR FINISH M°- 06 WOOD SCREW W!WASHER • aaj3_DREtcwV INSTALLAON ANCHOR. �/ BY OTHERS (SEE NOTE I) . .... V\4ND0wsnlBVsU RA SHEATHING 1 112"MIN EMBEDMENT ,.T'- Na 58201 '•,� 1900 SW 44TH AVE. BY OTHERS (SEE NOTE 1) *; L* OCALA,FLORIDA 34474 • * r LE: e VERTICAL SECTION �-d ;O:' INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT 8 FIN(WOOD) ��' '11 STATE 4F .k/� (W SERIES: RAWN BY: UA E: PROPRIETARY ANDCONFoexnAL 2/24/2014 �� { DF,•'��C� 820DHVHZ 10/11/2013 CLARIFICATION ON ALLOW L ANC TYPES,EM EDM NTS, THE INFORMATION CONTAMEANYD IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �,�p ......... �Q,a•� DEL.PVC HORIZ.SLIDER E G.NO.:CWS-B69 F.-'.--a4-,AND SUBSTRATE RESTRICTIONS REFER TO WINIDOW YSTEMSSI. NOF USRTON WIN00�51�'SPTEM3,�9dC�16 PROHIBITED.WHOLE WITHOUT I��,�C?NA',F,;aa ER: : BOF 9 HE NOTES ON SHEET 2. • . ... . . . ... .. .. . . . .• •. • . . . . . . . . . . . . III% . ... • • • • • • • • • •• 118'MAX.SHIM • • • • • • • • • (SEE NOTE 1) • • ••• • ••• • 118'ALUMINUM OR 1/16'STEEL MIN.REOD INSTALLATION ANCHOR, (SEE NOTE 1) #10 SCREW(SEE NOTE 1) PERIMETER SEALANT •• • • • •• ••• • BV INSTALLER • • • • • • • • • 118"MAX.SHIM • ••• • • • • •• • (SEE NOTEI • • • • • •• • • SEALANT BEHIND FLANGE •• • • • • • ••• •• BY INSTALLER PERIMETER SEALANT INSTALLATION ANCHOR, BY INSTALLER - #10 SCREW IS NOTE 1) SEALANT BEHIND FLANGE BYINISTALLER HORIZONTAL SECTION INSTALLATION ANCHOR#10 SCREW wMEOPRENE BACKED WASHER THRU SCREW SUPPORT(SEE NOTE 1) SEALANT BEHIND FLANGE 1/8'MAX.SHIM BY INSTALLER (SEE NOTE 1) PERIMETER SEALANT 118'ALUMINUM OR 1116'STEEL MIN.REOD BY INSTALLER (SEE NOTE 1) CONTINUOUS DOUBLE 3116'BEADS OF TREMGLAZE U1600 SEALANT LUCAS A TURNER,FL P.E.58201 A FCHANGED EDGE DIST FROM 1/4'TO 7/16" 2/06/201 OR FRAME AND BUCK BY IINSTALLEND METER AT ALL INDICATED POINTS BETWEEN �1�iDRE tTPi�'i �r�®I.� ��p�',•SQL Hg`•`�P. 14 RAF VERTICAL SECTION .JC;'••No 58201 •'�� 190N:)ows — A: * 1* OCALA,FLORIDA 34474 ITLE: S Lt INSTALLATION PORCH ENCLOSURE DETAIL-LARGE MISSILE IMP. STATE OF RIES: RAWN BY: TE: ALLOWABLE ANCHOR - PROPR•TARYANDCONFIDBdML 2/24/2014 .%�M •��OR10r ` 8200HVH2 cALE TEF wG.No..10/11/2013 H NOTES AND SUBSTRATE RESTRICTIONS REFER TO TYPES,EM M f. RIEDIN ITTENTE IOD ION OF CUSTOM DRAWING IN PART RTTNEOR AS PROPERTY OLEWO sTHE �jP,d'r�'*Q �' aC!*� PVC HORIZ.SLIDER SER NTS CWS-869 A 9OF9 T • Florida Building Code Online Page 1 of 2 F�C6 a Depammit o SCIS Home ! Log In User Registration j Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map G Links Search j Busines ,. duct Approval Professi ;aIv#=:Public User Regulation MIS Product,Aoorohal Meme> > tion detail FL# FL16736 '• - Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Michael La Fevre miafevre5l@gmail.com Technical Representative Michael LaFevre## •••• Address/Phone/Emall 1900 SW 44th Avenue • • Ocala,FL 34474 • • •••• •••••• (3S2)368-6922 Ext 207 • • • • MLaFevre@cws.cc •• • •••• • • Quality Assurance Representative Cal Lady •••••• • :006*: Address/Phone/Email 1900 SW 44th Ave. •••• • • • • Ocala,FL 34474 • • •••••• (352)368-6922 •••• • ••••• cledy@cws.cc •••••• • • ••••• •• •• •• •• •••••• • Category Windows •••••• • • Subcategory Horizontal Slider • • • • • • • • •••••• Compliance Method Evaluation Report from a Florida Registered Architect o«LTcenfed Florida • ••• •••• Professional Engineer • • • Evaluation Report-Hardcopy Received •• • Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RO COI EvalReo CWS-871(Hc-8200 74 x 63 IMPACT)odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By - Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6T... 4/8/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FEC Approval 02/24/2014 Date Approved 02/26/2014 ............. ,. OfProducts -...._.__.._._..._...._—................_.......-................-.........,.........-.......... FL# del,Number or Name Description 16736.1 H Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZs Yes FLS 6736 RO II GWS-87LA(HS-8200 74 x 63 IMPACTS r,nr 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 Mlsslle,74"X 63",DP+/-60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27.Ddf FL16736 RO AE EvaIReD CWS-871A(HS-8200.74 x 63.IMPACT)[)df FL16736 RO AE Ouanex(Mikron)NOA 12-1017 02 Ddf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider IMPACT,111•x 63",XOX. Limas of Use Installation Instructions Approved for use In HVHZ:Yes FL16736 RO II CWS-869A(HS-8200 111 x 63 IMPACT)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,111"x 63",DP+/-60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27.Ddf FL16736 RO AE DuPont SGP NOA i1-0624 02.odf FL16736 RO AE EvaIReD CWS-869A(HS-8200 111 x 63 IMPACT)Ddf FL16736 RO AE Ouanex(Mikron)NOA 12-1017 0:= Created by Independent Third Party:Yes • • •••• •••••• • • • • Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 •••••• •••• •••••• • The State of Rorlda Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Stflt&4i P Refund Statement• •••• Under Florida law,email addresses arc public records.If you do not want your e-mail address released In response to a public-recolEs"&st,do not s�tq,gl ArjnJ� • • mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.�3p5,ptlrsil1ant to Sec�oTi 355.M ••••• (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an a ss if they h ve one.The • • smalls provided maybe used for official communication with the licensee.However email addresses are public record.Ir you don�1�N11 o ply a persor#1 addresi, ••••• please provide the Department with an email address which can be made available to the public:.To determine If you are a Iloens4d'uf� pier 455,f.S.,pjFas% click here. •• as •• .•• •••••• Product Approval Accepts: • • • • • •••••• �� :N E'rItI CS, • • • • • • • •, http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6T... 4/8/2015 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMP'AICY) • ••• • PVC MPACT REQUIREMENTS: • • • • • • • 'Q 1. PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE • •• • . •• •Z Rp)BUUILDING CODE[PBC),CURRENT EDITION,INCLUDING THE HIGH VELOCITY HURRICANE 751/4' 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH •• • • • •• 06* &&APPROVED CONFIGURATIONS:'OX',"XO' 74"MAX UNIT WIDTH • 90* • • • • •• A DESIGN PRESSURE RATINGS: • • • • • •• •••• • •NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 33' A E G • • s • • • • 4300-04. GLASS DLO •• • • • • • • -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST 7 8 9 PRESSURE AND GLASS TABLES ASTM E-1300-04. ———— ————— 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 641/4" PRODUCT.SEE SHEETS 6-0 FOR ANCHOR DETAIL.W INDLOAD DURATION FACTOR Cd=1.6 WAS MAX. I I I I 59 9116• USED FOR WOOD ANCHOR CALCULATIONS. OVERALL I I I MAX FLANGE SASH 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE IMPACT HEJGHT B C HEIGHT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS 7 7 PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING F DEBRIS. 8 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT FIXED H I I I 63" 9 MEETING RAIL AT HEAD/SILL. I II _ I MAX. O I i 8.SERIES/MODEL DESIGNATION HS-8200. UNIT HEIGHT I I 9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0=FIXED II I SASH 11.SECTION CALLOUTS FROM 0/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR II I LOCATION. 58 GLAS 6' I I I I 12.WEEP SLOTS 1/4"X 1'LOCATED 4'FROM BOTH ENDS DLOS I I D 7 33" GLASS DLO 36 5/16' SH WIDTH DESIGN PRESSURE RATING *60 LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 ,, �. ttodrrrT, C��I �� pREly IIT . WNDOWSMBIS iP-Ar 4 No 58201 t�?S: lsoo sw 44TH Ave. ,* *C OCAIA,FLORIDA 34474 TABLE OF CONTENTS - Lucas Tumer '�' = 4 TITLE: 2014-02-24 15:48-05:00 ^9 STATE OF ,ltt� GENERAL NOTES&ELEVATIONS-LARGE MISSLE IMPACT GENERAL NOTES 8 ELEVATIONS..............................................1 SERIES: RAWN BY: ATE: ANCHOR SCHEDULE&NOTES....................................................2 �.pti e.•:�1�p"' 8200 HVHZ ADE 11/14/13 �. SECTION VIEWS&ALT.FRAME"OX"XO"&GLAZING.........3,4 PROPRIEfARYANDCONFlDENf1AL 2lZ4/2014 �i� LO,. \�w MODEL: CALE: WG.NO.: I THE INFORMATION CONTAINED IN THIS DRAWING I5 THE SOLE PROPERTY OF CUSTOM, ,I$�""'•u..+��C'!*A PVC HORIZ.SLIDER NTS CWS-871 EXTRUBIONS&BILL OF MATERIALS...................................:......5 WINDOW Pon SYSTEMS. ERMISSION of CUSTOM WINDOW SYSTEMS,WCANY REPRODUCTION IN PART OR�iS PROHIBITED:A WHOLE OUT THE IIII/Q[� ' ,4�� REV.LETTER: A HEET: 7 OF 8 INSTALLATION DETAIL..............................................................6.8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 121/2 MAX .. .. MAX CENTER CL - TMO CENTER • • • • • • • • • •• 8• TO CENTER • • •.• • • •• MAIC(TYP) a.- 6" (SHEET 4) SEE NOTE 2 ••• •s• MAX(TYP) •M • (TYP) D(SHEET, SEE NOTE 6 6. C A L� F --'---- - MAX(TYP) -- - –' -- –' – .• • • .I .. ��77�II•. I ji • • •• M•AX(►•fPr• •1 F (SHEET 4) • / (SHEET 5) 1 ••• •�X / —— I I • • • • • • O,C•(TYP) •• • • •MAX• • 000 •• IL_ O.C.(iYP) I I I I I O I X I I I B I (SBHEET4) E I ' E INSTALLATION / 1 (SHEET 5) / INSTALLATION ' ANCHORS TYP. ANCHORS TYP. A D ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI THRU FRAME TIIRU NAM1ING FW(V7000 OPENING) NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHORS SAME AS HEAD. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4"FOR MASONRY OR WOOD,AND 1/8"FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16'DIA ITW BUILDEX TAPCON WITH ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4'INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 21/2'SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1318"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2'INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 7/16'SHALL BE ACHIEVED IN EITHER DIRECTION. 7.#10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. S.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. AS A.TURNER,FL P.E.58201 ATC-HANGED EDGE DIST FROM 1/4"TO 7/16• 2/06/201 vt.104911110" 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: G=0.55 �� DRE !ji I!/ �Ll/1/I A.WOOD-MINIMUM SPECIFIC GRAVITY OF G .55(SOUTHERN PINE OR GREATER) , H Ffi4 ;� B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. J JG;•'�. F�•; . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . . . ... . ... . . . . . . • . .. INTERIOR 3 8 • • • • • • • is 3 • •• • • • • •• • • • • • • • • • TYPICAL VERTICAL SECTION EXTERIOR NOTE:SHOWS FIXED GLASS CUTAWAY 1e 3 SECTION VIEW C-C 1 SECTION VIEW B-B 7/8'OVERALL HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASH 1/8"ANNEALED or TEMPERED (ITEMS 35&36) 11 7/16'AIRSPACE 8 — S16'LAMI SWEEP 1/8'ANNEALED IL OPENGAGELOCKSD�EM 27) AM DUPONT PVB INTERLAYER I PRIOR TO HURRICANE FORCE WINDS. 1/8"ANNEALED 1 1 36 L I 43 PURFECT GLAZE H" 19 I I SIKAFLEX 552 41 — tJ I I I ( LOCKS ARE LOCATED AT THE 41 4 I THIRD POINTS ALONG THE FRAME JAMB. I 1/2°GLASS SITE EXTERIOR INTERIOR 1 I � O I L j I I GLASS TYPE B —— —— —— —— FULL SIZE 1 1 3 HEADMAMB IMPACT HOOKIROTARY LOCK LOCATION LUCAS A.TURNER FL P.E.68201 A CHANGED EDGE DIST FROM 1/4'TO 7116' 2106/201 �?�e,'•�y� SF RyLs.}, WI�DC7VVSYS�Eh6� +✓�: NO 582431 •��y 1900 SW 44TH AVE. * * w*= OCALA,FLORIDA 34474 TITLEy SECTION VEWS&GLAZING-LARGE MISSLE IMPACT FLG L .'0. STATE OF i��` RIES: RAWN BV: TE. 4 8200 HVHZ ADE 11/14/13 14 SECTION VIEW A-A THE INFORMATION CONTAIND N THIPROPRIETARY WNO S THEE AND SOLE PROPERTY OF COUSTON ,moiO�a� DEL: SCALE: WG.NO.: WN)OWRVITEN YSTEMIONDFCUSTPRODUCTIONOMWINDOW IN SPARTORATEMS,INC.ISWHDL Wr OUT THE ,,I�shONOt4 /t�* PVC HORIZ.SLIDER REV.LETTER: NTS HE3=T: CWS-871 A 3OF6 .. .. . . . .. .. . . . ... . . . . ... 1 6 7 a ... INTERIOR 1 3 8 • • •111 • • • •so 16 • • • ••. •. 39 TYPICAL VERTICAL SECTION a EXTERIORNOTE:SHOWS FIXED GLASS CUTAWAY 16 3 41 ao SECTION VIEW F-F SECTION VIEW E-E HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASH (ITEMS 35 S 36) 5 - ROTARY LOCKS(REM 27) ONLY ENGAGED I PRIOR TO HURRICANE FORCE WINDS. 19 I 1 4 I I I I LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. I � EXTERIOR INTERIOR I I 19 © HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION LU820 CAS A.TURNER,FL P.E.51 A CHANGED EDGE DIST FROM 1/4'TO 7/16' 2/06/201 1 t3 4�S:;;S REW 4t,,, I r+ � .......... GE �Gp,�� ;OA ��GP•.•�,� 3fi•• �� W1NDMSYSTEME-4PA ., No 58201 ';A 19oo sw 44TH AvE. OCALA.FLORIDA 34174 'OX -'XO"SECTION VIEWS-LARGE MISSLE IMPACT FIN 7 Z- �9 L STATE Of . SERIES: WN BN ATE: PROPRIETARY AM CONFIDENTIAL 2/24/2014 i�'��:aC Qpm:-.,l �C` 8200 HVHZ ADE 11/14N3 THE INFORMATION CONTAWED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM i��s'•Q.....• �� MODEL SCAL WG.NO.: SECTION VIEWD-D WINDOW SYSTEMS, NOF rsroRDUCTTIOIONINPARTOR�AWHOLWITHOUT IT�� '0-';,i�a��YyPVCHORIZ.SLIDER REV.LETTER: A Ham: CWS-871 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... rem Part# Description Vendor Material • • 000 • 004 SFR ASN CORNER AME CORNER 1 F41497' Reinf.Sash Wet.Rai Keymark Alum 31 • • •• 3118"Pie: • 1 1/2' 6 2 3116' CONSTRUCTION CONSTRUCTION 2 H•1699 Pont.S.B.R/S.S.R Keymark Alum • • •• • 1116" 3 11-1836 Meet.Ral Fxd. Keynark AMn ••• •g ••4- 116052 Sash Top/Sot.Rai Mkron PVCI. 5 H-WQ Main Fr..SI{w/Fm.,RIC Muton RIC 2 11/16• 6 H-6050 Sash Meet Rail,PVC Nilson PVC • • 3CORNER WELD 7 FF6051 Sash Side fail,PVC Mkron PVC • • •9 (ALL SIDES) CORNER WELD 8 1143049 Mein rY.,SH,w "'i ALUM FIXED RAIL-1636 PVC SASH MTG.RAIL-6050 (ALL SIDES) /Flg.,PVC MEaon PJC FIXED MEETING RAIL 9 83029 Screen Pull Tab Summit PVC FRAME FLANG 5t8'--{�--j SCREWED TOGETHER 10 R3033 Screen Sprig,SS Hula 3118' 11 T-'—+ I 1 WITH OUTERFRAME Y T 11 83113 Screw Support,PVC Team Plastic Rubber �r7/8"� - PVC FRAME FIN-6048 12 P3218 Screen Frame Aimetel RdlFwm 9118' I Lro.sl 3/4• r SCREW SUP.-3113 O ALUMSASHMTG.RAIL-1497 1 3 U 83228 Screen Spline,.155 Dia.,BBL Daps MGL �_ �% 14 84754 Screen From Comer Key ABTetaf Nylon ALUM GLAZE BEAD-1112 2 1 15116" 15/16' is P3342 Seam Sealer,SK5504 Schnee Silicone 1118"� 1/16' 9/16' 16 fL3352 Set.Bi(.,85 Our.,1$'x 5I8'x 2'Lg. Franklvw a Rubber Ff. 11 P3429 Watp.,0.270 x_187 back FmSeal,Gray Ulbefab 51161- 39 1 5/16' ALUM.SASH REINF.-1699 1 18 83539 #8 x 3/4'Square THC 2 Zinc Fastened Steel L I 7 PVC SCREEN SUPPORT-6014 J_ 19 P-4730 #8 x VP Truss PH TBC 2 Zinc Fastenel Steel PVC FIXED RAIL COVER-6063 PVC SASH SIDE RAIL-6051 20 P3752 Cap Rug,1/Z"Hole MIM Nylon 21 P.3783srP-5250 Sprig Lack"Got,PVC Interlock O —�3116' 22 P-4779 Rotor,Tandem MIM Nylon R11 «114' 3116" 3/4• 23 P-0051 #8 x 11/4 Ph FH TBC,Wht Fasted Steel I� 6" I 7116' _ 3 7 24 84069 Keeper,krPact,PVC Interlock 15116, ALU ROLLER TRACK-t776 41 25 84479 Weep Oover w/Flap MIM Nylon PVC GLAZEBEAD-6064 ALUM S.B.R./S.S.R.-1498 26 P4638 1$x 2 112 Ph Truss SMS Ajax Steel 7$" 1 5116- 27 84958 Rotary Lock - Sullivan Zinc _i "� 28 P4952 Keeper, Look Sullivan Zinc 318' 4 Rotary PLAN VIEW-1999 ALUM IMPACT HOOK-1999 —(L-. 29 P4959 Wstp.,OA20 x.187 back F1nSaal,tray Ultrafab PVC ANTWW-GJ 1 5/8' 3838 . 30 P 1M Barrel Fastener Fastened Steal I 1/2' 31 S-1112 Raildorcemerlt,Heed Keymark Alum O ?/18' ___C PVC SCREEN CATCH-6013 32 5-1498 A".S.S.RIS.S.R Keymark jAlum 13116' L� 6. I 34 5-1776 RDW Track Keyrrerk Alum PVC SASH TOPlBTM RAIL-6052 35 SAM Fane Hook Head,"act Keymark Alun 36 36 S-2000 Fanal Catch,Head,Yryact Keymark Alum 518' 37 S-6005 Anti Lift Micon RIC 38 S-6013 Som.Adapt,w/NL,PVC MiOon PVC 39 5.6014 Born.Adopt.,PVC Muton PVC PLAN VIEW-20DO ALUM IMPACT CATCH-2000 40 S-6063 Fb(ed Rall Cover Mlcan PVC LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4'TO 7/16" 02MB12014 41 T S-6064 Glazing Bead Wk`=m PVC raj♦�jjr�QR� Bj�i, 42 bee Sheet3 ♦j t'�; r�p•I,� 43 Perfect(�ze'W,SkaFlex 552 Henkel/Silo S#Done ♦♦C1 •�.�� NSI(. VANDOwsY 7e sUr a;• No 582Q1 : ,r 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ;_t E. FJCTRUSIONS&B.O.M.-LARGE MISSLE IMPACT STATE OF .W� i SERIES: RAWN BY: TE: L� d• � 8200HVHZ ADE 11/14/13 PROPRIETLL ALUMINUM EXTRUSIONS ARE 6063-T6. 711E aFORM4T10N CONTAINED W S DRAW IMG IS THE SOLE PROPERTY OF U 14 ,'�I�$<0 R...�3` O?�` MODEL-- SCALE: W G.NO.- RODUCTITEM 33NOT USED INTHIS - WRD�NPEYSTEMSi,I OANY REPRF CUSTOMWMDOwsINPARTOR Is PROHIBITED. THE ' 1`fjj� A„j * PVCHORIZ.SLIDER REV.LETTER 1.2 HEET: X71 A SOPS . . . . . . . . . . 11LU MIN EMBrADMEWo• • ••• CONCRETE/MASONRY • • (6EE NOTE 1}• • •• • BY OTHERS • • • • • • • • • •• • 1.Eii♦p/OOD BU f • • • 1/4'MAX SHIM B O ERS. • • • • • INSTALLATION ANCHOR,3/16'DIA. • • • 406 • (SEE NOTE 1) .(SLB"MIN EMBEDMENT MASONRY SCREW WANASHER •' t1a'WHIM (SEE NOTE 1) THRU SCREW SUPPORT. A I (SEE NOTE 1) 0 O (SEE-NOTE 1) •3 • '` ZL8_MIN EDGE DIST 'a•e • • •• ••• •• s"'; #10 (SEE NOTE I) SEALANT BETWEEN • • • • • • BUCK AND OP • • • • •• • INSTALLATION ANCHOR, BY OTHERS • • •• • • WOOD ANCHOR W/ 'e'e • • • • e'e• WASHER THRU SCREW 2-10 MIN EDGE DIST •C 4. • • • • ••• •• SUPPORT. 2 12"MIN EDGE DIST CONCRETE/MASONRV (SEE NOTE 1) 4 A • (SEE NOTE 1) (SEE NOTE 1) BY OTHERS •e'e• •O�•' a SEALANT BETWEEN �_ 0.. -••� BUCK AND OPENING 1 1/4'MIN EMBEDMENT • e• • e• s.s. 'a%� SEALANT BEHIND FLANGE BY OTHERS (SEE NOTE 1) e; e•e;e e•e• e• BY INSTALLER PERIMETER SEALANT }_ e• EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER 2 BY WOOD BUCK : BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS. 1 BY BUCK EXTERIOR FINISH�- 1 BY OTHERS BY OTHERS BY OTHERS �l HORIZONTAL SECTION /C�HORIZONTAL SECTION 7 FRAME(MASONRY) 7 FRAME(WOOD) PERIMETER SEALANT 1l4"MAX SHIM _ BY INSTALLER (BEE NOTE t) : ANDJAMB INSTALLATION ANCHOR,3116'DIA IMILAR FOR 2BY INSTALLATION. MASONRY SCREW wINEOPRENE ILL INSTALLATION SAME AS OWN BEL SEALANT BEHIND FLANGE INSTALLATION ANCHOR,3116'DIA BACKED WASHER THRU SCREW BY INSTALLER MASONRY SCREW w/WASHER SUPPORT THRU SCREW SUPPORT. (SEE NOTE 1) (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 1/4'MAX SHIM PERIMETER SEALANT (SEE NOTE 1) INSTALLATION ANCHOR,3116"DIA BY INSTALLER MASONRY SCREW w/NEOPRENE s- • BACKED WASHER THRU SCREW EXTERKM FINISH v- ° p p - • 'DDt° SUPPORT. BY OTHERS �.•L 114.MIN EMBEDMENT(SEE NOTE 1) SEALANT BEHIND FLANGE D•: • D ► D ► D e D e De D s' s p (SEE NOTE 1) BY INSTALLER SEALANT UNDER SCREW HEAD �.- D-e D D BY INSTALLER D`P ► D.i• ►D ° '' •• • - . PERIMETER SEALANT HIGH STRENGTH STRUCTURAL BV INSTALLER GROUT BY OTHERS f F—L=MIN EDGE DIST CONCRETEIMASONRY (SEE NOTE 1) EXTERIOR FINISH 1/4'MAX SHIM BY OTHERS rD–\ALTERNATE PRECAST SILL DETAIL BY OTHERS (SEE NOTE i) 7 J FRAME(MASONRY) • t},• Y ,e;e u• w --SILL STOOL • e•�s•s. BY OTHERS e• s:e •P s..e LUCAS A TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4'TO 7116' 2/06/201 e,s. 'e• o• �e o. ,o•e.• USE SOLID WOOD SUPPORT 4... a•e : •••e• e>o s.a►'►.• TO MAKE SILL LEVEL, °�4tiglwalAyy�' /��j] r� e• •e•::• BY OTHERS. , W yp,� a/ 197 m'r'; •s= owe. :•..e s� s: e. •e• dJ�� ,At•'�1'Q gtiN,X44 >. • •e e•e;•s. :• 11/4•MIN EMBEDMENT �� ' •:?�G WND0VVs sL • • II (SEE NOTE 1) �� Na 58201 `:�6 1900 SW 44TH AVE. CONCRETE/MASONRY • t-2=MIN EDGE DIST C# * �' OCA.LA.FLORIDA 34474 BY OTHERS (SEE NOTE 1) �'d' *,4u 0:` TITLE:INSTALLATION THRU FRAME DETAIL-LARGE MISSLE IMPACT q VERTICAL SECTION STATE OF •k/+ 7 FRAME(MASONRY) - Q•� '%( ERIES: RAWN BY: TE: ( 4.p �P p•� 8200 HVHZ ADE 11!14/13 PROPRIETARY AND coNFaENTUL 2/24/2014 ee • L p••.•Z� OTE I:FOR CLARIFICATION ON ALLOWABLE ANCHOR DMENTS, THE INFORMATpN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �iFt4��.R.: G�r ODEI: GALE: r!.". G.NO.: HIM GAPS,AND SUBSTRATE RESTRICTIONS REFER TO - wlNoowSYSTEMS,PC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE �0i�iS10MA4��`,• PVC HORIZ.SLIDER NTS CWg-871 HE NOTES ON SHEET 2. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.13 PROHIBITED, ryynlnaaat�� REV.LETTER: A HEFT: BOF 8 . . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... . . . ... . ... . . . . . . . . . .. . . ... . ... . SHEATHING— 11/2"MIN EMBEDMENT BY OTHERS BY NOTE 1) •• • • • •e ••• •• • ••• • • • • •• • EXTERIOR FINISH 2 BY WOOD BUCK • • • . •• • • BY OTHERS °'0.e• BY OTHERS. ••• • (SEE•• •• ••• NOTE 1)MIN EDGE DIST °Otne• 2 BY WOOD BUCK (SEE SEALANT BEHIND FIN BY OTHERS. BY INSTALLER e'�•• INSTALLATION ANCHOR, (SEE NOTE 1) 1/4'MAX SHIM 0. #8 WOOD SCREW W/ (SEE NOTE 1) WASHER WINOOWWRAP "d SEE NOTE I) BY INSTALLER PERIMETER SEALANT INSTALLATION ANCHOR, BY INSTALLER p 7/16'MIN EDGE DIST #8 WOOD SCREW W/ (SEE NOTE 1) WASHER. (TYPXSEE NOTE 1) 1/4'MAX M NOTE 1 IE MIN EMBEDMENT (SEE NOTE 1) (SEE NOTE 1) SHEATHING BY OTHERS. •• e EXTERIOR FINISH •O BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BY INSTALLER BY INSTALLER PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 8I FIN(WOOD) 1/4'MAX SHIM (SEE NOTE 1) 7/16'MIN EDGE DIST BPEYRI IMETE ERCT �q (SEE NOTE 1) WINDOW WRAP r 2 BY WOOD BUCK BY INSTALLER • BY OTHERS. e° LUCAS A.TURNER,FL P.E.W201 A CHANGED EDGE DIST FROM 114'TO 7/16' 2/06/201 SEALANT BEHIND FIN e••j. BY INSTALLER ° w INSTALLATION ANCHOR, ��tf► ff�f+ftfr� w #8 WOOD SCREW W/ _ EW t Dtj EXTERIOR FINISH •• SEE NOTE 1) �� •• GHNgF G'7�y� BY OTHERS ?�S• NO 58201 t��i�y IB�oOnSW"TH A ' 1 1/2"MIN EMBEDMENT OCALA,FLORIDA 34474 SHEATHINGE VERTICAL SECTION (SEE NOTE 1) * BY OTHERS g FIN '_.0• tITLE: INSTALLATION DETAIL FIN CONST.-LARGE MISSLE IMPACT (woo0) Z !a STATE OF i 0 •(U` SERIES: DRAWN BY: ATE: PROPRETARYANDCONFIDENnAL 2/24/2014 6200 HVHZ ADE 11/14/13 OTE 1:FOR CLARIFIC ON ON ALLOWABLE TY EMBEDM THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM'' �I�iY~• R:¢•'�C3�4' EL: CAIS: G.No.: I HIM GAPS,AND SUBSTRATE RESTRICTIONS REFER TO- y�yRpN aFANY CUSTOMWNDOWNSIIN'SPTEMSOR aa-i�1 Eo our rHE '•itts�p ` PVC HORIZ SLIDER NTS CWS-871 HE NOTE 2. - fffm4�� REV.LETTER: A HEET: 70F8 . . .•. . . . ... .. .. . • . .. .. • . . .•. . . . • ... . . . . . . . . . .. . . 1I6'ALUMINUM OR •!! • 1716'STEEL MIN.REQUIRED • • •'l/8"MA)C SHIM ••• • INSTALLATION ANCHOR, (SEE NOTE 1) (SEE NOTE 7) 910SCREW FULL THREAD ENGAGEMENT REQUIRED. ceryl (SEE NOTE 1) PERIMETER EA T BYINSTALLER 116'MAX SHIM J NO iN.:�11R�• •• •• J—(SEE NOTE 1) 00 0• • •• • • •• • 9 1 F SEALANT BEHIND FLANGE BYINSTALLER INSTALLATION ANCHOR, #10 SCREW,FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) PERIMETER SEALANT SEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER H HORIZONTAL BECTON 9 kENGAGEMENT CONTINUOUS DOUBLE 3116'BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER tl6'MAX.SHIM(SEE NOTE 1) PERIMETER SEALANT BYINSTALLER TION ANCHOR, W,FULL THREAD LUCAS A.TURNER,FL P.E.56201 A CHANGED EDGE DIST FROM 1/4'TO 7/16" 7106/2011/6•ALLIMINUM OR REQUIRED. (1116*STEEL SEE NOTEtOISH REQUIRED (SEE NOTE I) ,%16'*�P�D`REI&�' � ] '�(e� r/� r No 58201 •;W G VERTICAL SECTION �. 1800 SW 41TH AVE. OCALA.FLORIDA 34474 '�+ INSTALLATION DETAIL THRU FRAME-LARGE MISSLE IMPACT p't STATE OF :k7: :gip; etr,�• SERIFS: HVHZ RAwN�` ADEFEET: 11/14/13 • C I ICATKX4 ON ALLOWABL S,EMB M S, THE INFORMATION CONTAINED IS DRPROPRIETARY�NG ISTTESO E PROPERTY OFZU BTOM , 1 .�a I O o MODEL: CALE: NO.:HI NATESON SUBSTRATE RESTRICTIONS REFER TO - wWINDOW SCBM MS'N OF CURTOMWOCINDOW IN PART ORac��PWHOLEi�HOUT� �,�� 0NA�, ��, PVC HORIZ.SLIDER REV LE7TER AS 8 OF B 71