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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE I FO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED /�^n Date: ps, SCANNED Permit Number: lalo - 0 r r BY s . St. Luce County RECEIVED Building Permit Application Planning and Development Services JUN 3 U 2015 Building and Code Regulation Division It 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Addition 1-1 111 PROPOSED IMPROVEMENT LOCATION: III Address: 7601 Donlon, Fort Pierce, Florida 34951-1771 Legal Description: Lakewood Park, Block 43, Lot 24&25, Tract units Property Tax ID #: 1301-605.0095-000-6 Lot No.24&25 Site Plan Name: Block No. 43 Project Name: Robert Spring Setbacks Front 34.9' Back: 58.2' Right Side: 22' Left Side: 95' DETAILED DESCRIPTION OF WORK: III Remove existing non- conditioned aluminum Florida room and replace wood non -conditioned Florida room. I CONSTRUCTION INFORMATION: III EJGas Tank E]Gas Piping U Shutt ers ✓❑ Windows/Doors ElPlumbing []Sprinklers ❑Generator Roof Total Sq. Ft of Construction: Cost of Construction: $ 208 8,500.00 S . Ft. of First Floor: 208 Utilities:nSewer RISeptic Building Height: 12' OWNER/LESSEE: CONTRACTOR: NameRobert Spring Address:7601 Donlon City: Fort Pierce State: Fl Zip Code: 34951-1771 Fax: Phone No.772-332-1529 Name: Robert Spring Company: Owner Builder Address: 7601 Donlon City: Fort Pierce State: FI Zip Code: 34951-1771 Fax: Phone No. 772-332-1529 E-Mail:rspring@irsc.edu Fill In fee simple Title Holder on next page ( If different from the Owner listed above) E-Mail: rspring@irsc.edu State or County License: If value of construction Is $2500 or more, a RECORDED Notice of Commencement Is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: x Name: dmelwdlawler Not Applicable MORTGAGE COMPANY: Name: x Not Applicable Add ress:+M Avenue A Sine 2e Address: City: Fnd Plaice Zip: 34950 Phone: m4s4- 10 State: F1 City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: x Name: Not Applicable BONDING COMPANY: Name: x Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Counri makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result In your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first jtispection. If you intend to obtain financing, consult with lender or an attorney before _ Signature of STATE OF FI COUNTY OF S Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF The rgoing in ent was acknowledgedL4cLore yg Ell The forgoing instrument was acknowledged before me thi%5k day 20 W-by 32;o this _ day of 20 _ by x �g N (Name of person acknowledging) (Name of person acknowledging) n, a Signature of V ary Public- State of FlorYda) U (Signature of Notary Public- State of Florida ) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal) Commission No. (Seal) Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW IEW REVIEW REVIEW REVIEW REVIEW DATE / COMPLETE 10 INITIALS Soil Nuclear Gauge Report Date: 1/9/2017 Test Method: ASTM D 6938 Port St Lucie FBPE CA# 4930 521 M Enterprise Dove Port St Lude. FL 34986 Phone: 772-92435751 Fax: 772-9243580 Client: Robert Spring 7601 Donlon Road Ft. Pierce, FL 34951 ISO(a- 0511 Project: 15-2728.00 7601 Donlon Road Fort Pierce, Florida Test Results _ Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M Remark 1 12/16/15 P-1 N/A 10.2 108.3 9.9 105.5 12 97 95/105 Pass 2 12/16/15 P-1 N/A 10.2 108.3 9.3 105.1 12 97 95/105 Pass 3 12/16/15 P-1 N/A 10.2 108.3 9.6 105.0 12 97 95/105 Pass Testlnformation Test # Test Location I Elevation Reference Gauge Make I Model I SN Field Technician 1 Below Slab Grade: Addition, Foundation Pad, Southwest Area 0 - 1 Troxier 3430 35058 Boyle, John 2 Below Slab Grade: Addition, Foundation Pad, Center Area io -1 Troxier 3430 35058 Boyle, John 3 Below Slab Grade: Addition, Foundation Pad, Northeast Area 6-1 Troxier 3430 35058 Boyle, John Remarks 1 Comments Pass: Tests results comply with specifications Tests are "Direct Transmission' (Method A) unless probe depth is noted as 'Backscader'. Gauge calibration data on file with the testing agency. ,`,ttt111111111., %%%% � D W O0Nj' L N 6067501/QBl 7 3�p11 -Oanald W. Moler, P.E. D: -fUless 9TEn�?feer Me �t��FI�.��aP REC 101.SNALEN�`�. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Soil Nuclear Gauge Client: Project: p Report Date: 12/17/2015 Robert Spring 15-2728.00 Test Method: ASTM D 6938 7601 Donlon Road 7601 Donlon Road Ft. Pierce Port St. Lucie Ft. Pierce, FL 34951 FBPE CA #4930 - 521 NW Enterprise Drive Port St Lucie, FL 34985 Phone: M-924 35751 Fax: M.924 5ao Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (Pc In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (In) Percent. Compaction Min/Max Comp. (%) Remark 1 12/16/15 P-1 N/A 10.2 108.3 9.9 105.5 12 97 951 105 Pass 2 12/16/15 P-1 N/A 10.2 108.3 9.3 105.1 12 97 95/ 105 Pass 3 12/16/15 P-1 N/A 10.2 108.3 9.6 105.0 12 97 95/ 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 1 Below Slab Grade: Addition, Foundation Pad, Southwest Area 0-1 Troxler 3430 35058 Boyle, John 2 Below Slab Grade: Addition, Foundation Pad, Center Area 0 - 1 Troxler 3430 35058 Boyle, John 3 Below Slab Grade: Addition, Foundation Pad, Northeast Area 0 -1 Troxler 3430 35058 Boyle, John Remarks Comments Related Tests Pass: Tests results comply with specifications Tests am 'Direct Transmission' (Method A) unless probe depth is noted as'Backscader'. Gauge calibration data on file with the testing agency. I Test # I Related Test # TestType 0 N co ci)p�p�- o . .'W't'MI .GEN `F Cn w o ° 675 w U LLI Donald W. Moler, P ��myfesswrirlal�dEn�itl '--sS'/ONA% Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. H Page 1 of 1 GFA INTERNATIONAL, T�� ' ' `"` 1215 WALLACE DRIVE.Gb' voice DELRAY BEACH, FL 33444 . PHONE:561-347-0070 FAX: 561-819-1052 Additional Locations: Ft. Myers: 239489-2443 Port St. Lucie: 772-924-3575 Miami: 305-945-1990 Visit Our Web Site www.TeamGFA.com DATE IN BILL TO PROJECT NAME ROBERT SPRING 7601 Donlon Road 7601 Donlon Road Fort Pierce, FL Fort Pierce, FL 34951 GFA Proposal #15-2728.00 Florida's Leading Engineering Source P.O. NO. TERMS DUE DATE PROJECT ID# Net 30 1/27/2016 15-2728 7601 DON... Since 1988 DATE DESCRIPTION REPORTID# LOT#/LOC... QTY RATE AMOUNT 12/16/2015 In -Place Density Test - Soils 1-3 1 175.00 175.00 o � Please include the project # and invoice # on all payments. Thank you for your business. Total $I75.00 ' Balance Due $175.00 For a nominal fee, GFA accepts credit card payments. Return your invoice with your credit card number, expiration date, and amount to be paid and we will process immediately. • A 1.5%Per Month Late Fee ill Be Added To All Past Due Invoices. Planning & Development Services Building S, Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 7601 Donlon Rd City / State / Zip: Fort Pierce, FI 34951 Parcel M 1301-605-0095-000/6 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1506-0571 Permit Type: BUILD RESID ADDITION CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: REVIEWS AND COMMENTS REVIEW COMMENTS 1 Owner(s): Robert J Spring Jurisdiction: SAINT LUCIE COUNTY Lot#: 24 Block: 43 Stories: Automatic Sprinkler System? No Fax Number: Email: Review Tvoe Status Reviewed By pate Started Date Completed DOCUMENTS MISSING PENDING 6130/2015 6130/2015 Comment: 7-8-2015 VEGETATION PERMIT IN DRAWER UNDER (S) FOR SPRING- NO FEE CUSTOMER SENT TO ERD WITH VEGETATION PERMIT. ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 6/30/2015 717/2015 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW Comment: 7/24/2015 Comment: 7124/2015 7/24/2015 Comment: Comment: 7/2412015 7/24/2015 Comment: 7/24/2015 Comment: COMPLETE Audrey Humphrey 6130/2015 613012015 INCOMPLETE William Durden 7/2412015 Date Released 717/2015 6130/2015 PLANS SHOW DOUBLE WINDOW, INCOMPLETE PRODUCT REVIEW AFFIDAVIT, SUBMIT THE MULL BAR PRODUCT APPROVAL, IN DUPLICATE OR PRODUCT REVIEW AFFIDAVIT COMPLETE WITH FLORIDA PRODUCT APPROVAL OR N.O.A. NUMBER WITH INSTULATION INSTRUCTIONS AND SIGNED SEALED AND DATED BY THE DESIGN PERSON OF RECORD FOR ALL COMPONETS AND CLADING IN ACCORDANCE WITH 553.482 OF THE FLORIDA STATUTES. PLEASE FURNISH ENEGRY CALULATIONS AND MANUAL J IN ACCORDANCE WITH SECTIONS 402 AND 403 OF THE 2010 FLORIDA ENEGRY CODE. NOTE ONLY; ENERGIES MUST HAVE ORIGINAL SIGNATURE OF PREPARER PLEASE ADD TO THE PLANS THE CLIMATIC AND GEOGRAPHIC DESIGN CRIERIA WEATHERING AND TERMITE AREA IN ACCORDANCE WITH TABLE 301.2.(1) PLEASE FURNISH THE COMPRESSIVE STRENGHT OF THE CONCRETE BEING USED FOR THE FLOOR, FOUNDATION, COLUMNS AND BEAMS BEING IN ACCORDANCE WITH 402.2 OF THE 2013 FLORIDA BUILDING CODE ELEVATION PAGE SHOWS LAP SIDING FOR THE EXTERIOR FINISH. CUT DETAILS SHOW 518 COX. PLEASE SUBMIT CUT DETAIL SHOWING EXTERIOR FINISH. PLEASE FURNISH A DUCT PLAN SHOWING A BALANCED SYSTEM, DUCT SIZE, GRILL SIZE, AND ROOM BY ROOM CFMS PER 107.2.1 OF THE 2010 FLORIDA BUILDING CODE. 0� f St, � SSE PEST CONI J.0L n PO BOX 282 j FT PIERCE, FL 34954 Phone: 772-461-6526 PRETREATMENT SERVICE INVOICE INVOICE # 93086 DATE: Monday, December 14 2015 BILLING ACCT #: 1529 ROUTE: 4 BILL TO: :k a 5,: r° ERVICE FOR: SPRING,ROBERT , DEC 2 8 2015 PRING,ROBT" LWP 7601 DONLON RD r 601 DONLON RD 1HR PER GLEN LWP " LAKEWOOD PARK, FL 34951 LAKEWOOD PARK, FLi9�' PHONE: PHONE: 332-1529 DO NOT CALL!!!! CONTRACTOR LOT BLOCK_ SQUARE FOOTAGE ADDRESS THIS IS THE SECOND TREATMENT AS REQNJAED BY LAW FS 482:YES NO MATE LS USED G L S PEgC ------------------------ Cyper TC c�a MIXTURE TERMIDOR OTHER TARGET PEST: SUBTERRANEAN TERMITES OTHER_ APPLICATION METH DS. SURFACE SPRAY lef (1 LON/10 SQ. FT.) HORIZONITAL BARRIER ROD PLUMBING GALLON / FIXTURE) BLOCK/FOOTER (2 GALLON/10 LINEAL FT.) FOUNDATION (4 GALLON/10 LINEAL FT.) VERTICAL BARRIER OTHER TREATMENT NOTICE LOCATION; PERMIT OTHER (SPECIFT) C��y s TERMS: CASH/CHECK/VISA/MC PREVIOUS BALANCE $0.00 AGREEMENT: 30 DAYS PRETREATMENT $50.00 CUSTOMER TYPE: RESIDENTIAL REFERENCE: CALL IN THIS INVOICE TOTAL SCHEDULED AMOUNT $50.00 TOTAL DUE (INCLUDES PREVIOUS BALANCE) $50.00 ADDED SERVICE ADDED AMOUNT TOTAL AMOUNT DUE AMOUNT PAID SERVICEMAN SIGNATURE CUSTOMER SIGNATURE WE NOW TAKE VISA AND MASTER CARD. PLEASE PAY SERVICEMAN AT TIME OF TREATMENT. THANK YOU M 0 772-4 °". j DEC 2 8 2015 m CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: JOB ADDRESS: 10—m rze BUILDER/CONTRACTOR: e PEST CONTROL CONTRACTOR:* " e Ad' r' PEST CONTROL LICENSE #: Ll5 S3Z- We, the undersigned, hereby certify that we have pretreated the above des ted construction for subterranean termites In accordance with the standards of the National Pest Control Association. Square feet if area treated: 4&0 Percentage o lutfon: I D Date of ent: Footing ' e Treatment Re -Treat ___Priveway Treatment Re -Treat Other 1rTreatment _ Re -Treat Note: Thane nua site m be p1ded tae drarjed. Chemicals used• Total gallons used: Time of T nt: 7 1-fP rid Slab 15tTreatment Re -Treat _--Pools _oTreabnent _Treat Perfineter far Final Inspection nn Sonatuue of Exterminator 772461 =6526 St Lucie Counl SUNRISE PEST INC. the electrical i 2303 N. U.S. 1, STE., 11 FORT PIERCE, FL 34946 Date �` : 'A- . .• stbe an the job ida retinon ❑ inspection Treatment me rr�,r 4 CJt �M � i%Go2 area _� Organism Treated b�tmeetshal! IP�estcide,Used i Placed on , Tech Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772(462.2172 Fax:(772)462.6443 REVIEW COMMENTS 7/24/2015 Comment: PLEASE CORRECT CERTIFICATION FOR DESIGN LOAD COMPLIANCE SHEET, DESIGN WIND VELOCITY LOW, PLEASE CHECK COMPONENTS AND CLADING FOR COMPLIANCE. 7/24/2016 Comment: PLEASE NOTE THAT THE COMMENTS ARE FOR THE CLARIFICATION OR CORRECTION OF THE SUBMITTED DOCUMENTS. ADDITIONAL REVIEW MAY BE REQUIRED AFTER SUBMITTING CORRECTED DOCUMENTS. ZONING REVIEW COMPLETE Jeffrey Johnson 716/2015 Comment: 7/6/2015 7/6/2015 MEE Cleveland Design Group Inc. 772-464-2010 vidandl2@vahoo.com 100 Avenue A, Suite 2E Fort Pierce ,Florida 34950 May 15, 2017 To: St. Lucie County Building Department Re: 7601 Donlon Road, permit# SLC 1506-0571 To Whom it may concern, Mr. Spring, the owner of the residence located at 7601 Donlon Road has decided to use a different window and door than was specified on the original construction plans. The window choice is PGT HR-5410-01 series and the doors are the Silver Line series 5500/5700. Both of the products comply with the design wind loads and product rated design pressures. The products are not impact resistant and as such Mr. Spring has decided to use the Shutter Tech Steel Storm Panels installed over the openings. All of the All of th FBC. 7/ V VictorJ. erl v, FL. nts will follow the NOA guidelines attached. comply with our plan requirements and are in compliance with the 21422 J-I61I1 DE Cleveland Design Group Inc. 772-464-2010 vidand12@yahoo.com 100 Avenue A, Suite 2E Fort Pierce,Florida34950 May 15, 2017 To: St. Lucie County Building Department Re: 7601 Donlon Road, permit # SLC 1506-0571 To Whom it may concern, Mr. Spring, the owner of the residence located at 7601 Donlon Road has decided to use a different window and door than was specified on the original construction plans. The window choice is PGT HR-5410-01 series and the doors are the Silver Line series 5500/5700. Both of the products comply with the design wind loads and product rated design pressures. The products are not impact resistant and as such Mr. Spring has decided to use the Shutter Tech Steel Storm Panels installed over the openings. All of the a a hments will follow the NOA guidelines attached. All of th� p oducts comply with our plan requirements and are in compliance with the FBC. V s_16,11 Victor J. erkvFL E.21422 Cleveland Design Group Inc. 772-464-2010 vidandi2@yahoo.com 100 Avenue A, Suite 2E Fort Pierce,Florida 34950 May 15, 2017 To: St. Lucie County Building Department Re: 7601 Donlon Road, permit # SLC 1506-0571 To Whom it may concern, Mr. Spring, the owner of the residence located at 7601 Donlon Road has decided to use a different window and door than was specified on the original construction plans. The window choice is PGT HR-5410-01 series and the doors are the Silver Line series 5500/5700. Both of the products comply with the design wind loads and product rated design pressures. The products are not impact resistant and as such Mr. Spring has decided to use the Shutter Tech Steel Storm Panels installed over the openings. All of the a a hments will follow the NOA guidelines attached. All of thQ p ducts comply with our plan requirements and are in compliance with the FBC. I V s_16 Victor JUerl v.FL. E.21422 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)4624553 Fax:(772)462-1578 Permit #: SLC 1506-0571 BUILDING PERMIT Online address: http:lhvm.sUucleco.org/planning/permitfing.htm Quick Unks: Permit Status Lookup Online Building Inspection System Confirmation #: 511 Issued: 9/1/2015 Jab Location: 7601 DONLON RD City: FORT PIERCE Permit Type: BUILD RESID ADDITION Status: ISS Date Expired: 03101/2016 Job Description: DEMOLITION OF A SCREEN ROOM AND REBUILDING AS A FAMILY ROOM WOOD CONSTRUCTION 16' X 12' WITH FOOTER AND SLAB, NON -CONDITIONED. Subdiv: LAKEWOOD PARK UNIT 5 Lot: 24 Setbacks Left: 95.00 Number of Units: 1 Flood Map. Block: 43 Right: 22.00 Front: Floors: 1 Flood Zone: X Elev: Parcel: 1301-605-0095-000/6 34.00 Rear: 56.00 Zoning: RS-4 Buildings: 1 Square Footage: OwnerBuilder ROBERT J SPRING 7601 DONLON ROAD FORT PIERCE, FL 34951 Property Owner ROBERT J SPRING 7601 DONLON ROAD FORT PIERCE, FL 34951 (772) 332-1529 , (772)332-1529 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Bulding Code and the St Lucie County Land Devlelopment Code. Issuance of this permit may be appealed to the St. Lucie county Board of Adjustment by an aggrieved party by filing a notice of appeal with St. Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St. Lucie County Land Cevelopment Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory Inspection within six (6) months from the date of issuance of the permit or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit In accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2) NOTICE: In addition to the requirements of this permit there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other govemmental entities such as water management disitdcts, state agencies, or federal agencies s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. a NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORIDNG YOU NOTICE OF COMMENCEMENT. s:713.135 (10(a), F.S. Cad Peterson Building Official Date Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit# Owners Name Robert Spring Applicant. Robert Spring Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows -33,+30 -80,+80 Jeld-Wen 6400 11-0426.03 Lam No. 14 Wood Screw as per NOA Mullions NA . Fixed Glass NA Block Glass NA SWI hts NA Sliding class Doors -32,+30 -80, +80 Jeld-Wen Premium Atlantic 11-1201.02 Lam No.14 Wood Screw as per NOA Swlng Type Doors NA I ranch Doors NA Bare a 000re NA Hurricane Protection NA Itoof Ventilation NA Roofing Material NA NA GAF Royal Sovereign 14-1022.16 6- 1.5" Galvanized roofing nails per shingle Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use wind loads and forces specified by current code provisions. l Name:y A; f wf l 4 � Vii t Signature: 1V Design Prof: ,i ri/9- L �r Cert. No. ILI These products provide adequate resistance to the 6-t4-I seal American Craftsman 72 in. x 80 in. 50 Series FIVHZ Approved White Vinyl Right -Hand..: Page 1 of 2 r Nntn:' I Dents .'-'Snrinrs ...x414Nn55rnELHZ Iplomnl iflmaaa.'.0.'� SllnV SKU VI110VT?&?3 Save to List Pick Up In Store Today Add to Ca tt ree store pickup at Vero Beach ❑ in stock Aisle 25, Bay 012 Cl anne Pickup Sloe Or buy now with Product Overview American Craftsman 72 in. x 80 in. 50 Series HVHZ Approved White Vinyl Right -Hand Sliding Patio Door with Blinds . v/rite the first Remrrry Q.;val:J-.% ?.nfrynr- High Velocity Hurricane Zone approved Convenient built in blinds are protected from dust '& damage Fully assembled for quick & easy Installation $899,00 leach Quantity _ t + We'll Ship It to You Express Delivery Expect it as soon as tomorrow You choose the time and place, we'll deliver! See your options in checkout. Your local store: Vero Beach Easy returns In store and online Store Detaiis & Services Learn about our rgluUt p0hUy Enjoy all the features of our popular American Craftsman 50 Series Gliding Patio Door with the convenience of built-in blinds Blinds are conveniently located between panes of glass, so they're protected from dust and damage. Plus, energy -efficient glass helps you save on heating and cooling bills. High velocity hurricane zone (HVHZ) approved Steel reinforced construction for durability Blinds are located between the panes of glass, protected from dust and damage Cordless design allows you to raise, lower or tilt blinds to easily control the amount of light and privacy desired Low -maintenance vinyl, never needs painting Easily walk through your patio door without interference of blinds or curtains Low-E glass Smooth operating rollers allow door to open and close easily • • • e . 1142 Water Tower Road, Lake Park FL 33403 Office: 1-877'-484-9994 / Fax:561-844-7102 5,4G /rd6 - d �71 839554 South, East Florida Division Dispatch: 561-844-9994 / Central Florida Division Dispatch:407-339-5311 t i 111` '"t 111ri IJ Ey'1 iliil :ifli fl'; li.itl�i,11 _ , Concrete Tested ❑ Yes No LOT # j jf; jl7l I ❑ ',�j kr�; at [}d� Yl' !t7 1t...S,Rlll..ti Cylinders Taken ❑ Yes F-] No * UReque'sY? n gals'. to full load Comments gals: to 2/3 load. gals. to /3 load Customer's Rep - Water.Added _#(rT NOT RESPONSIBLE FOR WARNING IRRITATION TO THE SKIN AND EYES ADDITIONAL WATER ADDED TO THIS VARIATION IN COLOR OR Cement polymer or freshly, mixed concrete may,muse skin injury. Avoid contact with - SURFACE, DISCOLORATION skm and wash exposed skin areas promptly with water. If any cement powder or CONCRETE WILL.. REDUCE ITS STRENGTH - mixture gets into eyes, rinse immediately,and repeatedly with water and get prompt medical. ettentlon. Keep children away from cement; powder and all freshly mixed cement products. AND DURABILITY. ANY WATER ADDED IS AT CUSTOMER'S OWN RISK. BATCH TIME t , • PLANT TICKET#. ORDER # TRUCK # LOAD SIZE MIX_. 'SLUMP DATE J CUSTOMERV SOLDTO P.O.# PROJECT# A41. r: , a .-.'4 r a. L", e; I•. DELIVERY ADDRESS _ _ _. ZONE USE ... _ DRIVER Z,,; I: L Ian ' INSTRUCTIONS' TIME.. DUE ti ,rt+ •+r ORDERED PRODUCT•rE PRODUCT DESCRIPTION • J • NEW +.,•'t.` at' SIGNATURE WARNING. OR RECEIPT - CONCR E. AND A KNOWL DGEMENT'OF HAZARD asc meyernit e e C ompanyw na_:assume liability or any propertydamage or any SUB -TOTAL equipment -dam for any de"livenes beyond the curb line. ✓'t i r, 'TAX I'I AUTHORIZED BY - .1 SHIPM NT.SUB,IECT TO'CONDITIONS ON REVERSE -SIDE. TOTAL. ,l TfllS nrLIVE q dS TPAG`=. SUBJECT TO THE FOLLOWING CONDITIONS: i. Cusfomc,r agraes to prop;de a _;.,'table raa:,^;ay far o r truc'.tis tro€:� the street pavement to t;�t~ place -d+ delnre, y of n,eltei ia;. M f uch suilcbic road,,nays arc nut pcavidad we conditions are remed.eo xd, iri ,art. customer:;rll be field responsVe for any to_, caused thereby. 2. Whien deilve' i is rnnde bJ'" yond the curb :ire at the rus Omer Or Gu5tomer representatives request, any but rot I rniied to, s:de uaiks, driveways, buildings, troos, shrubbory, septic tanks and septic; systems„ including the drain field, are at the ov,ner's risk. 3. The customer agrees to reimbursosaid Compeer y f,.,-loss ortirne and equipment by reason at such delivery, and also to ndemr iy snn save Harmless said Company from airy and all claims, demands and s0j for or on account of or in any manner caused by or arising from privale driveymy delivery. 4. Customer acknmYedgas thatall material and servicesshown have been raceived. that truck times shown are correct, and that the amoant of water added at the customer's request is shown correctly. CAUTION: The addition of'cwater reducv—s concrete, strength and durability. 5. We are not responsibleforfinisned results obtained from this load of concrete; many imperrtantfactors affect ng theultimate quality of the camwetec job are beyond our scope of responsibility and control. 6. A charge of $1.00 per minute v ill be charged after 8 mirtrtes per cubic yard unloading time is exceeded. 7. The customer agrees to provide a suq ble wash Clown facility for our trucks and tools at the place of delivery of matey af. 5. The customer hereby agrees to pay al: costs and expenses of collection, including a reasonable attorney s tee, if ha shall ff A; ray for the merchandise reflected in this invoice, when due: Past due accounts are subject to a 1-412% sfervice charge on the unVwd past due balance. The customer hereby acknowledges receipt of the, complete copy of this contract. :a AdFW 1142 Water Tower Road,,,Lake Park FL 33403 Office:1-877-484-9994 / Fax:561-844-7102 839554 South East Florida Division Dispatch:-561-844-9994/ Central' Florida Division Dispatch: 407-339-5311 I I21I1P. IIr,I11.11Ii HIM mill rIIII rI?II r.I,i1I,I"l "I' Concrete Tested ❑Yes ONO 'LOT#' r �I b�l�i' Cylinders Taken ❑Yes ❑ No � a ;' Wate' IA' dad at CustomegP"''1;. is/ul !.��Reques't" L. u gals. to full load Comments gals2/3 load ,to #� gals: to 1/3 load Q • 1I✓1V Iutio IItOi_K Customer's Rep.- Water Added NOT RESPONSIBLE FOR WARNING IRRITATION TOTHE -SKIN AND EYES ADDITIONAL WATER ADDED TO THIS VARIATION IN COLOR OR SURFACE DISCOLORATION 'Cement polymer or, freshly mixed concrete mayl cause skin injury. Avold cpntact with skinandwash exposed skin areas promptly with water. It any cement powder or CONCRETE WILL. REDUCE. ITS STRENGTH mixture gets Into eyes, rinse Immediately and repeatedly with water and get prompt medical -attention. Keep children away from cement powder and all freshly mixed AND DURABILITY. ANY WATER ADDED IS BATOH TIME cement products. AT CUSTOMER'S OWN RISK. f 7 IA f 1 To Job On Job Begin Pour z 61 // / PCANT' TICKET# ORDER# 'TRUCK#, LOAD SIZE MIX - SLUMP DATE 107 2/407044 40 015C 9. GO 3000 RLLG 5. 00 1712/20/ G CUSTOMER# SOLDTO P.O.# PROJECT# 300 COD — Robert Spring 10404 DELIVERY ADDRESS ZONE# USE DRIVER 7601 Donlan Rd **FIDER-::—* STLUCIF PADS Mike Culver INSTRUCTIONS TIME DUE FP - cone in off Winter Garden Pkwy — look 10s4L� Rio ••. ••I I -.. •. •.. . • I.I.O.M. AMOUNT • • • 9.00 9.00 9.00 3005OV100 30&U RES yd G101.00 $909.0fi 1.00 9.00 1.00 FIBERR PY13ERS — Regiden is ei fG. DO $54.00 1.00 0.00 EN.VIRO ENVIRONMENTAL DIE�PO oa $15.00 G15.00 1.R10 0.00 2 FUEL SURCHARGE ea d20.01 £,20.00 9.00 I 0.00. SAT SATURDAY DELIVERI /y 05.00 945.0s0 SIGNATU RE OR RECEIPT-CONCRETEAND AC NOWL'EDGEVENT OF"117 RD,WARNING asc mayor onrrre ompany w no assume liability or any property damage or any SUB -TOTAL equipment damage ......V d�llverlea, Beyond the curb line. TAX 1, 043. 00 I I AUTHORIZED BY SHIPMENT SUBJECT TO CONDITIONS ON REVER ES, E. \ TOTAL 067. 130 THIS DELIVtHY IS MADE SUBJECT TO THE FOLLOWING CONDITIONS: 1. Customer agrees to provide a suitable roadway for our trucks from the street pavement to the place of delivery of material. If such suitable roadways are notprovided, we reserve the right to stop deliveries until conditions are remedied. and, in such event, customer will be held responsible for any loss caused thereby.. 2. ' When delivery is made beyond the curb line at the customer or customer representative's request, any damages including, but not limited to, sidewalks, driveways, buildings, trees, shrubbery, septic tanks and septic systems, including the drain field, are at the owner's risk. 3. The customer agrees to reimburse said Company for loss of time and equipment by reason of such delivery, and also to indemnify and save harmless said Company from any and all claims, demands and suits for or on account of or in any manner caused by or arising from private driveway delivery. 4. Customer acknowledges that all material and services shown have been received, that truck times shown are correct, and that the amount of water added at the customer's request is shown correctly. CAUTION: The addition of water reduces concrete strength and durability. 5. We are not responsible for finished results obtained from this load of concrete; many important factors affecting the ultimate quality of the completed job are beyond our scope of responsibility and control. 6. A charge of $1.00 per minute will be charged after 8 minutes per cubic yard unloading time is exceeded. 7. The customer agrees to provide a suitable wash down facility for our trucks and tools at the place of delivery of material. 8. The customer hereby agrees to pay all costs and expenses of collection, including a reasonable attorney's fee, if he shall fail to pay for the merchandise reflected in this invoice, when due: Past due accounts are subject to a 1-1/2% service charge on the unpaid past due balance. The customer hereby acknowledges receipt of the complete copy of this contract. r .ft Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Vision: To be the Healthiest State in the Nation Robert Spring Robert Spring 7601 Donlon Road Fort Pierce, FL 34951 RE: Contingency Letter Application Document No: API 187114 Centrax Permit Number: 56-SF-1603750 OSTDS Number: Robert Spring 7601 Donlon Rd Fort Pierce, FL 34951 Lot:24-25 Block:43 Dear Applicant: May 01, 2015 Subdivision: Lakewood Park Rick Scott Governor John H. Armstrong, MD, FACS State Surgeon General & Secretary This will acknowledge receipt of an application dated 05/01/2015 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (772) 873-4931. Sj in�cereI V-,51- Victor Faconti, Env. Sup II Enclosures cc: Florida Department of Health www.FlorldasHealth.com In ST. LUCIE COUNTY TWITTER:HealthyFLA 5150 NW Milner Or, Port Saint Lucie, FL 34983 FACEBOOK:FLDepartmenlofHeallh PHONE: (772) 873-4931 . FAX: (772) 873-4893 1 YOUTUBE: gdoh �4 Planning& Development Services Department Bullding& Code Regulations 2300 VIrgINa Avenue Fort Piece, Fltrlda 34M (772) 462-150 OW NERBUI LDER AFFIDAVIT DISCLOSURE STATEMENT F.S.489.103 M EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all e laws, ordinances, building codes, and zoning regulations. Initial lveppli I understand that the building official and inspectors are not there to design or give advice on ho eet the minimum code. I nitlal I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and li r the cost of the license. I nitial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related dical cost, which could include loss of wages during recovery from their injury. I nitlal To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that 1 further understand that any violation of the terms of the owner/builder exemption shall be re rted by the Building and Wing Departm to the Florida State Department of Professional Regulation. Sig and acknowledged on this P'IDday of af202 Owner uilder, Y afore Ils.:, STATE OF FLORIDA ^^ COUNTY OF The f regoi 1g instrument a know edged before me this day oOer�Tfi�fication.t 20 by �G}' �7 f hwho is personally kn o me, or who has a m r pr uced —�— as a myQ �P 1. LOW On PW" OWE gnature of Yttary ype or Print Name f Notary Title: Notary Vublic Commission Number SLCPDSD Revised 05/15/2014 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code RegulationsDivision 2300 Virginia Ave Fort Pierce, FL 34982 772-462-1553 Owner Builder Affidavit — Electrical Contrading DISCLOSURE STATEMENT F.S 489.503 (6) EXEM PTI ONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $75,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. Ifyou sell or lease more than one building you have wired yourselfwithin 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation ofthis exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the termed the awner/builder exemption shall be reported by the Community Development Director tothe F a ate Department of Professional Regulation. Signed and acknowledged on this , 30 day of 201�- OWNER/BUILDER SIGNATURE STATE OF FLORI DA COUNTY OF t-&W-z ThetaregdLng Instrument wasadcnowledged belere methls ofda Aby by err _�e, /oyb-- wholsperknown Ztomear asideafflcatlon. Print named TMe: Notary Publle Cantnlslam Number AUDREY B. HUwmnEY r SLCPDSD Revised 4/11/2011 - r MYCINEEN"510N rFF1749 °�+'a= EXPIRES: March 6, 2019 St. Lucie County Owner Budder Affidavit -Electrical Contracting W... ,Iaee Bonded Tiw tblayPuMc Undemters PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY project located at �4 will be using thpfollowing sub -contractors for the Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing HVAC/ Mechanical Roofing Gas PERMIT ISSUE DATE: NUMBER: Revised 07/2912014 PLA], NG & DEVELOPMENT SEI ` CES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certificatio Tumber (ifap iicabie): (Company NameQn l a j have agreed to be the _/C NY % Cod-- sub -contractor for unary Contractor) for the project located at �(� /pd/ p //j-7 Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately, advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: Phone: email: I3AArFEa STATE OF FLORIDA, COUNTY O5=!,54 /sa& ) THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME •n� DAY �"rfnAwHOISPERSONALLYKNOwN ORHA ODUCED AS OFFICE I it ��'� PRINT NAME O NOTARY PUBLIC PLA,--TING & DEVELOPMENT SE??ViCES —Alding & Code Compliance Di . on BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certification Number: State of Florida Certification �d 0* !Y7 sub -contractor for for the project located at (Project :0 Tax ID have agreed to be the Uontractor) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUAL1FlER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED A Business Name: Address: Phone: ' YV - 11cV email: STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TMOQ DAY O BY -k %' WHO IS PERSONALLY ENOWN—�'OR DUCED AS ME� (STAMP) F!'NCGOJCT�ARYPUB IC U PRINT NAM Y OF NOTARY PUBLICK�I OFFICE 1U M'rv'•-, ,en• �, AUOgEYB. HUMPHgEY *i •r I COMMISSION @ FF 174772 `a•, •a= EXPIRES: Much 6.2019 ' A��};dd Sanded Thm Nol �ryPuMc UMemaers PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owryr of the folloyr)hg described property, (Pareel Id#/Legal for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WII.L NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. n I Properly Owner N (PI a Pfiint) of 7, Property Owner Signa STATE OF FLORIDA, COUNTY OF>DZ ACKNOWLEDGED BEFORE ME THIS r BY� PRODUCED ATURE OF N YY PUB COMMISSION NUMBER SLCPDSD Revised 04/112011 Date V TO ME (_-) OR WHO HAS AS IDENTIFICATION. (SEAL) @Eft REY& HUMPNREYMISSION@FF 17477pES: March s, 2019 NotaryPUClb Underxd�rs JOSEPH E. SMITH, CLERK OF', CIRCUIT COURT — SAINT LUCIE.'�JNTY FILE # 4067687 OR BOOK 3743 PAGE 2972, Recorded 05/08/2,-_; at 09:54 AM EMMI121191RE F L.- —J NOTICE OF CO-MMEN029M 'Me undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information isprovided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAR FOLIO NUMBER: 1301-605-0095-000.6 SUBDIVISION BLOCKQ TRACTUn S T24825 BLDG UN1T 7601 Donlon Road 2. GENERAL DESCRIPTION OF AEPROVEMENTt Add Florida Room 3.OWNER INFORMATION: a.Noma Robert) Spring b Addnxx7601 Donlon Road, Fort Pierce Rorida34951-1771 c.Interest inpmpe"yreeslmple d. Name and address of fee simple titleholder (if other than owner) NIA 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Robert J. Spring, 7601 Donlon Road, Fort Pierce FI $4951 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: N/A 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: NIA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Stataw. NAME,ADDRFSS AND PHONE NUMBER: N/A S.In addition to himself or herself, Owner designates the following to receive a copy of the LieuGes Notice as provided in Section 713.13 (1)(b), Florida Statutes: ¢ Ma NAME,ADDRESSANDPHONENUMBER: N/A UsF 4 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is = o Y specified) -_,20_ WARNING TO OWNER! ANY PAYMENTS MADE Bt'D OK APiFB'rs:^WDtAT[ON OPTFIF Ndt'[CF OF L'OMa�N(T� 4D CAN c� _ F U Q Z W ¢ W o o P:I - - o m i Signature oro or Print t Naand Provide Signatory's Title/ ce o ? w ¢ z O Owmes Auth zed OfHeer/Director/Partner/Mismager tT i=E5 pon State of Flora County of g "l. c, e—. The foregoing instrument was acknowledged before me this � day of Q l By a, (Name of person) (TYPe of authoriry...e.g. Owner, officer, wstee, attorney in fact) For ame of petty m behalf of whom instrument was executed) Personally Known_ or produced the following type of M: "�e'•. CHERYL FREEMAN PerrnrL IL4tor^-� • � Notary Public • Stara of Florida i My Comm. Expires Jul 12, 2018 (Printed Name oANotuy Public) (Signal= of Nahky Public) „•.,, I}d CammissionN FF 104567 Under penalties of , I declare that I have read the foregoing and that the facts N it are true tu e o11w g belief (section 9252$. Plorida Statutes). or Owmer(s)' Authorized OQleer/Direcror/Parlmr/Mauager who fired above: By; U YJ[v x...wovmona®.mah OFFICE USE ONLY: DATE FILED: REVISION FEE: 71 OO 1. 2. 3. LOCATION/SITE ADDRESS: SCANNED�� BY St. Lucie County � PERMIT # 1 `� ((� U - (O`r71 RECEIPT # 0 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECFINFORMATION nFTATT.Fn DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): 4. OWNER/BUILDER INFO NAME: ADDRESS: CITY: PHONE: 7 ST. LUCIE COUNTY CERT. #: STATE: FAX: STATE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): Revised 07/22/2014 kip •i t . o ZIP: ZIP: � —47 ZIP: V fn� - s - ST. LUCIE COUNTY DUELDL'IG DIMS N REVIEWED FOR C L REVIEWED BY DATE PLANJOB OR NO INSPECTION WILL BE MADE. MIAMI-M ML1M[-DnnECOUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: 'Illis NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date staled below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `BR-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-MS410-01 titled "Horizontal Roller - Nr', sheets 1 through 15 of 15, dated 05115115, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Controli 1YjiH1 LPROPOSED WORK the Notice of Acceptance number and expiration date by the Miami -Dade County Produ t ANY CORRECTIONS MISSILE IMPACT RATING: None REQUIRg,E�1D BY FIELD INSPECTORS THAT TO LABELING; Each unit shall bear a permanent label with the manufacturer's name�OY TT1' S- ASS IL CABLE CODES. model/seties, and following statement: "Miami -Dade County Product Control Approve e s o erwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of thisAnr UFACTURES LABLES SHOWING TERMINATION of this NOA will occur after the expiration date or if there has beeq j*% COMPW WCE in the materials, use, and/or manufacture of the product or process. Misuse of this NOA (Ogps1CODEMUST of any product, for sales, advertising or any other purposes shall automatically termillAND WINDOWS to comply with any section of this NOA shall be cause for termination and removal of I INEG ONS pd- pE APPRO � ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flonda, an followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the YrdthF�f ,61MUR ATTACHMENTS This NOA revises NOAN 15-0903.11 and consists of this page 1 and evidence pag I approval document mentioned above. ARE THE RESPONSIBILITY OF THE The submitted documentation was reviewed by Manuel Perez, P.E. CONTRACTOR OF RECORD PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NOA No.15-0903. 11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller - Nr', sheets 1 through 15 of 15, dated 05115115, with revision A dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FU-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA N6.15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ManuelP .zjP.E. Product Control � V liner NOA No. 1 714.18 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116115, expiring on 04/16/20. 3. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116115, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5m Edition (2014), dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.11) 2. Statement letter of no financial interest, dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0903. 11) 3. Proposal issued by Product Control, dated 8127/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0903.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0903.11, issued to PGT Industries, Inc. for their Series "HR-5410" PVC Horizontal Rolling Window - N.I., approved on 09/24/15 and expiring on 09/24/20. Manuel erez Product Control m' er NOA No. 16-0 4.18 Expiration Date: September 24,2020 Approval Date: September 01, 2016 E-2 LEVEL, SEE SHEETS B 12-314" MAX. O.C. � ._- __I __ B, SEE I I .I I I II 1 11 SHEET3 vitro.._ I _ I I I I I A 1 I ,9" MAX. D.C. 72' MA) BUG I HEIGI O X iL 8" MAX. I3" ;EN MAX. —rtl .ES e - 75" MAX. BUCK WIDTH FOR TYP. EQUAL LEG FRAME V AS OX CONFIGURATION SEE SHEETS MAX, 9-13 __ a D, SEE 1 r SHEET4 C, SEE —'r SHEET 41 K -IT SEE Y SHEETS J 9-13 SEE SILL WEEPHOLE_/ DETAILS, SHEET4 5410. NON -IMPACT RESISTANT HORIZONTAL ROLLER _ 1D'MAX_._._. I I I I C O /j I I I f X MA)) A BUC HEIG j 4' O.C. 3" MAX BETWEEN PHOLES L. D 75' MAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 8" MAX. — j �— E, SEE SHEET 3 K EQUALLY iT SPACED ANCHORS PER TABLES 13-19 / 8" MAX. SEE SILL WEEPHOLE DETAILS, SHEETS GNEC & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). IN OF =D IN WIND-BORNE DEBRIS REGIONS. IN MLiMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 ❑ CC;ICRETE WITH MIN. KSI PER ANCHOR TYPE. 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS :K OR GREATER: 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN 'ONS131LITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR), MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS ;EALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. BED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. ED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. TOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 'S OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE IN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ; FTL-8072; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZELIGHTER SHADES OF CAP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSIIAF&PA NDS & ALUMINUM DESIGN MANUAL EMENTS TO BE REVIEWED BY BUILDING OFFICIAL WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND NINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING _ ST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. '.LE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ACCORDING TO THE INSTALLATION F�. NTITY FROM TABLES 13-19 (SHEETS 9-13). VERIFY THE ANCHORISUBSTRATE WILL MEET NING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS 'LAN(-E/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. _ ) THE APPROPRIATE DETAILS. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 " N1AX_O.G. i 4"O.C. BETWEEN _ WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED: •2014 FLORIDA BUILE ASTM E1300-09 • •ANSUAF&PA NDS-20 •ALUMINUM DESIGN •AISIS100-07IS2-2011 GENERAL NOTES ......................... 1 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEGIBOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................ 5 DESIGN PRESSURES ................... 6-8 ANCHOR QUANTITIES ................. 9-13 EXTRUSION PROFILES & SOM.... 14 ASSEMBLY ..................................... 15 05/05/16 I A) ADDED SPACERS TO SHEET 5. NOTES & ELEVATION uae: HORIZONTAL ROLLER - NI a Cap + 112" Air Space + 118" A Exterior Cap it Cap + 112" Air Space + 1/8' T Exterior Cap for Cfp + 3/8' Air Space + 3/16' A Extedor Cap for Cap + 3/8" Air Space + 3116" T Exterior Cap t THROUGH THE FRAME r f UNHVHZABOVE30'. TYPES 1 13 MAY USED IN THE Substrate Min. Edge Distance Min. Embedmenr P.. Southern Pine (SG=0.55 7116' 1.3I8' Steel, A36' 318" 0.050' Steel Stud, A653 Gr. 33' 3/8' 0.0451' (18 Ga.) Aluminum, 6063-T5' 3/8' 0.050' P.T. Southern Pine (SG=0.55) 7/16' 1.3/8" Concrete (min. 2.85 ksi) 1" 1-18" Lingrouted CMU, (ASTM C-90) 2-1/2" IAA P.T. Southern Pine (SG=0.55) 9/16' Steel, A38- 3/8' 0.050' Steel Stud, A653 Gr. 33' 3/8' 0.0451' (18 Ga.) Aluminum, 6063-T5' 3/8' 0.063' Concrete (min. 2.85 ksi) 1" I-w Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4' Concrete (min. 3.35 ksi) 1" 1-3/4' Concrete (min. 2.85 ksi) 2-1/2' 1-W4' P.T. Southern Pine (SG=0.55) 1' 13/8" Concrete (min. 3,35 ksi) 2-112" 1-W4' Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-W8' Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" P.T. Southern Pine S3=0.55 1" Grouted CMU, (ASTM G 90) 1 2" 1 2- Substrate Min. Edge Distance Min. Embedmenr m Nail P.T. Southern Pine (SG=0.55) 318" 2-7/16" Sng Nat P.T. Southem Pine (SG=0.55) 3/8' 2-7/16" P.T. Southern Pine (SG=0.55) 117 1.3/8' AS Aluminum, 6063-W 3/8' 0.050" Steel Stud, Gr. 33' 3/8' 0.04510 (18 Ga.) Steel, i 318' 0.060" P.T. Southern Pine (SG=0.55) 9116" 1.318" Aluminum, 6053-T5' 3/8- 0.063' Steel Stud. Gr. 33' 318" 0.050" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu=45 KS] & MIN. Fy 33 KSI. -UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Types (see Flg B) Options (sea Table 1) rCcnmCoanos Substrate Option Detail Sheet J-Channel (#1) 1 4 Through the integral In...... ....into 2X Wood Frame/Suckstrip- sheet 4, opt ....into Metal -sheet 4, option 8 Through the frame of the wirxlow...... .... into 2X Wood FremelBuckstrip - sheet 4, opt .... into Metal - sheet 4, option 7 Flange (#2) 1-4 Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 3, opt x ....into CoretetCMU-sheet 3, option ,,,,through IXBuckstrip into Concrete/CMU -sh ....Into Metal - sheet 3, option 4 Integral Fin (0) 1 4 Through the integral tin...... ....into 2X Wood Frame/Buckstrip - sheet 4, opt ....into Metal -sheet 4, option e Through the frame of the window...... .... into 2X Wood Frame/Buckstrip - sheet 4. opt brio Metal -sheet 4, option 7 Box / Equal -Log (p4) 1-4 Through the frame of the window...... ....into 2X Wood FramelBuckstrip - sheet 3, opt ....into Concrete/CMU-sheet 3, option 2 -,-,through 1XBuckstrip into Commte/CMU - sh ....into Metal - sheet 3, option INSTALLATION NOTES, SEE SHEETS 3 8,4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. STEEL STU05, FIGURE R' FRAME TYPFC LJ ° ° -"---� FLANGE 0 BOX OR EQUAL LEG I off 3J-CHAINTEGRAL EIF FIN 0 i 01 ce-The 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 Revision: GLASS/ANCHORS/FRAME OPTION% nue: HORIZONTAL ROLLER - NI TYR ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE DISTANCE SEE TABLE 2, SHEET 2. 1EMBEDMENT �L MAX SHIM #10 OR #12 STEEL SMS (GS), SEE TABLE 2, SHEET 2. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 1/4"MAX. SHIM =-�VIP& DADE APPROVED MULLION, 29 FBCCOMPLI, C ALUMINUM/STEEL FRAMING' FLANGE OR STEEL STUD. MAY BE FRAME FIXED VERTICAL OR HORIZONTAL. SHOWN LITE SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET iD--�� 23) VISIBLE VISIBLE LIGHTTOPS7L�E OH IDU��,115 II� SHOWN C NiSHIM e y EDGE DISTANCE VERTICAL SECTION B-B SASH SEE INSTALLATION NO7E5 SHEET2 TYPICAL FOR ALL "XO" OR "OX" SASH OPERABLE SASH FIXED LITE - VISIBLE _ o - -T-' LIGHT WIDTH f 0 85 B7 VISIBLE 42 LIGHT WIDTH I� EXTERIOR 73 24 14 n OR 25 OR 26 �7 (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH HORIZONTAL SECTION A -A (OX) VISIBLE LIGHT WIDTH (SEE SHEETS 6-8) TYPICAL FOR ALL 'XOX" FIXED MEETING RAIL FIXED LITE VISIBLE I _ LIGHTWIDTH Ifff� BUCK WIDTH HORIZONTAL SECTION E-E (XOX) INSTALLATION AS PER SECTION A -A ABOVE �f. VISIBLE LIGHT FORMULAS (EQUAL-LITE, XO & OX) WIDTH: BUCK WIDTH /2 - 4-1/4" HEIGHT: BUCK HEIGHT -7-1l4' �....'.::�., jp?op- iffli m r0cam TA,11- OPERABLE SASH VISIBLE LIGHT WIDTH EXTERIOR V q. ANCHORED THROL BU&STAIP INTO SEE NOTE EQUAL LEG FRAME SHOWN O SHEETS 6-8)n ALL"XOX'SASH FRAME SHOWN FLANGE & EQUAL-LEG/BOX FRAME 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 HORIZONTAL ROLLER - NI P.O. BOX 1529� OPTION 7 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET2 INTO METAL (INTEGRAL I-�- EMBEDMENT 1 FINIFLANGE REMOVED) EDGE ---►1 1/4' MAX. SHIM �19 16 DISTANCE 20 #10 OR #12 STEEL I SMS (G5), SEE —� I TABLE 2, SHEET 2. 114" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. DADE APPROVED MULLION, 29 FBC COMPLWNT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE =1XED VERTICAL OR HORIZONTAL. LITE SEE SUBSTRATE PROPERTIES. TABLES 2 & 3, SHEET 2. i VISIBLE LIGHT HEIGHT h OPERABLE SASH Itl.1:ti5L FIN AND/OR FLANGE MAY BE REMOVED IN -FIELD SASH VISIBLE LIGHT WIDTH FIXED LITE VISIBLE TYPICAL FOR ALL "XO"OR"OX"SASH OPERABLE SASH VISIBLE LIGHT WIDTH (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL ---- BUCK WIDTH HORIZONTAL SECTION C-C (OX) 19 C 20 OPERABLE C SASH 3739 -8 41 FIXED VISIBLE I LITE t fff I ! 25 OR 28 I VISIBLE _ (SEE SHEETS 6 8) TYPICAL FOR ALL LIGHT WIDTH fff� 'XOX" FIXED MEETING RAIL �1/4" MAX SHIM (1) AT MID -SPAN OF INTERLOCK _ — ]3j 1 r 43 C RNE' FROM EACH SASH CORNER AND (1)AT SASH OF SASH STILES/RAILS EDGE 1 EMBEDMENT 5 VERTICAL FIN SECTION D-D 4 VISIBLE LIGHT FORMULAS I (EQUAL-LITE. XO & OX) I WIDTH: BUCK WIDTH 12 - 4-1/4" HEIGHT: BUCK HEIGHT - TIM" BUCK WIDTH HORIZONTAL SECTION F-F (XOX) INSTALLATION AS PER SECTION D-D ABOVE "OrT, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ' P.O. BOX 1529 EXTERIOR v EXTERIOR IG WOOD FRAME OF NOTE 2, EMBEDMENT —I+— (SEE SHEETS TYPICAL FOR ALL "XOX" Revlston: Revision: FIN FRAN SHOIA #10 OF SMS (( TABLE J-CHANNEL FRAME SHOWN Desenptimo J-CHANNEL & INTEGRAL FIN FRAIL HORIZONTAL ROLLER - NI 1/4" NOM. 76 KODISPACE 4SG TPS GLASS 1/8" A GLASS — 1/2" AIR SPACE- 1/8" A GLASS - A :EMENT a EXTERIOR 5116" NOM., O DURASEAL® SPACER DINT. GLASS SHOT -MELT BUTYL 3/16" NOM. /78 SUPER J �SPACER®NXT� ` 1NT. GLASS ESICCANT FILL AREA -5/16" NOM. SILICONE SEAL XL EDGET" 79 SPACER CA/" DINT. GLASS Description Material TPS Spacer System acer nXTMdth Hot Melt Butyl See this Spacer Sheet for Materials 3/4" NOM. GLASS TYPE 1 —�{ 3/4" NOM. �- 3/16" A_ GLASS — 3/8" AIR SPACE - 3/16" A GLASS- GJ EXTERIOR GLASS TYPE 3 �{ 3/4" NOM. 1/8" T GLASS — 1/2" AIR SPACE - 1/8" T GLASS - GIEXTERIOR GLASS TYPE 2 3/16" T GLASS — 3/8" AIR SPACE - 3/16" T GLASS - aEXTERIOR 3/4" NOM. GLASS TYPE 4 r TYP. GLAZING DI GLAZING NOTES: "A"=ANNEALED -r =TEMPERED 05/05/16 IMOV D SPACERS, MO Jule: I RerLMm DETAILS 1070 TECHNOLOGY DRNE Rtle: N. P.O. B, FL 2f RI HORIZONTAL ROLLER WINDOW - P P.O. BOX 1529 on rressure anu Rncwr Vuanary lamas Glass Type Rend Lave) Design Pressure Anchor Quantity Table # Page # Table # Page # 1 6 6 13-T 9 1 2 7 6 14 1 9 3 10 7 15 1 10 1 6 6 13 9 2.4 2 7 6 14 9 3 10 7 15 10 t11 e 77 12 a 18 13 X. O.C. 5-ANCHOR CLUSTER DETAIL i j� 4-ANCHOR CLUSTER DETAIL -�0 j/ 3-ANCHOR CLUSTER DETAIL j/ 2-ANCHOR CLUSTER DETAIL I _ q' Design Pressure (IbsW) for XO or OX Windows ReinL Level Window Buck Height R7 30' 36' 1 48' 54- a 25.1/2' +65.0 -100.0 +65.0 1 -100.0 1 +65.0 -100.0 +65.0 -100.0 78' a65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +85.0 -100,0 36' +65.0 A00.0 +65.0 -100.0 +65.0 1 -94,2 11 +65.0 -81.6 an 42" +65.0 -100.0 +a5,0 1 -100.0 +65.0 -83.9 +65,0 -72-4 48' +65.0 -1 00.0 +65.0 1 -100.0 +65.0 1 -76.5 +65.0 7.8 60' +65.0 -100.0 +65.0 -100.0 +65.0 1 .66.8 +56.5 -58.5 75' +65.0 AGO.0 +65.0 1 -94.9 +60.3 1 -60.3 +5D.0 -50.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& CONFIGURATIONS) ROR a SASH WIDTH JAMB E EEjROR 1 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, 4)-1/4-1/2-1/4' AND-1/3-M-1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT rnr I uvnl •ri Icrner• INnlreroc runt un ECG IACLL 13 FURANCHORAGE R -1.4 Design Pressure (Ibslft')for,XO or OX Windows ReiM. Level R2 Window Buck HetgM 30- 3a'r 48' 54' c 25-10 +65.0 -130.0 +65,0 -130.0 +65.0 -130.0 +65.0 -130.I 28' +65.0 -130.0 +85.0 -130.0 +65.0 +650 •13D.1 s 36' +55.0 -130.0 +65.0 -130.0 +65.0 _130.0 -116.5 *65,0 mS' +65.0 . 130.0 +85.0 91.742' +65 48 +6.0 -130.00 14.4 .0 +850-2.+65.D -85.9 +.0 IN +65.0 .13+671 7.5 +85.00 .0 75' 65.0 . . +65.0 -65.6 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN IT IN FIGURES APPLYTO ALL FRAME TYPES & CONFIGURATIONS) MEETING RAIL iri WIN SASH WIDTH JAMB ElcrEnRro v Stt I ACLG 14 hUR ANUHURAG 11. IT MEETING RAIL J R 05/05/16 A) MOVED CLUSTER DETAILS Revised Or. Det0c Revle/am DES GN PRESSURE TABLES 1070 TECHNOLOGY DRIVE Title. N. VENICE, FL 34275 HORIZONTAL ROLLER - NI P.O. BOX 1529 _ mpN P f0 qpV (p (per, �p 1p 1w� 1p p ��j1 G b P r. SD� 10 fD V q+ yA DAB 44�1 4wf 1WV O mq qq {l� q UI pm� N y }n pO� In qY N ♦m N pV� N q N p}O� mV U pW U qV Ili ym N qW N qY pW� m qV N m 8 c o a o 0 0 0 ,Iwil 0 0 0 0 0 0 0 0 o e . e o 0 o W 8 8 8 8 b o c c c c c c p b e c c c c o e c> e c + # 4 w t w + m ♦ m ♦ w + w t g + m 4 m + m + w + m + m i w ♦ W # w Ill + m + m W @. m m N 0 PfD 0 p 0 w o b o 0 0 0 m 0 m 0 m 0 0 o N ut }il m 0 8 w Vl + w +1 + U {n 41 w N w N 0 N 0 N 0 0 0 0 c 0 N o 0 0 0 N 0 0 0 0 0 0 0 o 0 0 0 0 0 o A m§ i m p V pp 0 0 0 pp S pp pp x A P w O w m A W A P p O p O c' O O O 8 p O 0 O O 0 O 0 O 8 O S m Di, �4wi ♦ ♦w t # + 4 # p4� 4 p+l # + 0 + N + + p+ w+ x 41 pwi U N UI 4m1 }�D ,{wli IT w }11 X O O O C O O C C O O O o O O O O O O O O O91 N 6 m o i0 Gl N 0 S 0 0 0 O O O O O Q w N A� w N t' p♦� p� q pl D4� pl q q pl ♦w p V O N V N tll ID 41 Ol V V V O W Yl N N N o N Q O Q O 0 3:19 �m A pap yl C p Z Z -p rD m ;U 0) O C r mr m 3 W Z r m m 21 O a 2 N fs MmIllItOI eZw III mad qW ,yWm p N p P� W p m� I[O fY V W N m N A fJ yN - V 9� W m 'VD Yi v + �i U N N N }yY m mm pW� yi {II IN 5 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 b b b b e b e o o b o o b b b b o S s v e e 8 e o e$ o 0 coi o e o e e o e O+ U ++ N Q♦1 + + N W♦ m p+l m D N ♦+ (T ♦q lT qq+ 111 p♦� UI p+� YI q+ fD + N + i iR 1� � }n 511 O Si V 0 S IP N S V N 8 8 FF ,Tn 1 W W N i. b, C Cl p P' 'OpI m 1 �l ♦W w ♦m W Yi m {qw (1l •P N N p•P, In qN w Wp+ Ill q♦O N Q♦p� N S X 1 P G P O la o p o o p O o O C G Y' O o N 1 P o P !.f A Eo V m G Cl m W IJ O W G O W 1 o J In + in iu m m m V+ in C Cl O o O O m 4l bl dl !n a !n 8l !n 8l !D dl bWl 6 6 m g b o �l m+ m it w m Y in i.1 m 'l m in p 41 o m m zA m-n nz rO Cn mo CKmWm mZO Z�Z Zy!<No�m n�D *m�P zm �s x Windw Buck Wdh p O m_ w P O W N W Iwil N + Iri N N Y+ o c o o c co Al In Pry.4sule (IbsiftX) for XO or OX Windows Window Buck Height 63" 72' �C&C 430.0 +65.0 -130.0 +65.0 1 -130.0 +65.0 -130.0 r65.0 -130.0 +65.0 -130.0 +65.0 I -130.0 +65.0 .13].0 165.0- -130.0 +65.0 -130.0 +BSO -130.0 +65.0 A23.3 �65.0 -130.0 +65.0 .130.0 +65.0 .126.8 +65.0 -108.2 1650 -130.0 +65.0 -130.0 +65.0 -114.2 +65.0 -97.1 �650 430.0 +65.0 -1126 +65.0 91.1 +65.0 $1.7 �650 -119.3 *65.0 -104.0 +65.0 bit +65.0 -70.0 SEE I ABLE 16 FOR ANCHORAGE Sash Width Inge (in) Design Pressure (Ibse) for XOX Ondows Window Buck Height 3D• 3T 48• 54• 63• 31-11.391 +W.0 -130.0 +65.0 -130.0 +65.0 -130.0 +55.0 -130.0 +65.0 -130.0 A - 12308 +65.0 -130.0 +65.0 -130.0 +65.0 -130A +65.0 -130.0 +65,0 -130.0 31-13.397 +65.0 -13D.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 A - 14.683 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65O -130.0 31 - 12.297 +65.0 -130.0 +55.0 -130.0 +65.0 -ism +65.0 .130.0 +65.0 -128.9 is - 15.658 +65.0 -130.0 +65,0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.0 -127.7 n - 12116 +65.0 -130.D +65.0 -130.0 +65.0 -130.0 +65.0 -116.2 +65.0 438.2 17 -13397 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -121.3 +85.0 -104.3 38-1'.016 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.7 31 -13,'197 +65.0 -130.0 +65.0 -130.0 +65.0 -120.4 +85.0 AD4.8 +65.0 -86.2 38 - I5,360 +65.0 -130.0 +65.0 -130.0 +65.0 -127,2 +65.0 -108.2 +65.0 4192 31 - 10.641 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.4 +65.0 -98.5 31 - 19.397 +65.0 -119.7 +65.0 -109.6 +65.0 -94.4 +65.0 -88.8 +65.0 75.2 38-10.110 +65.0 -130.0 +65.0 -121.2 +65.0 -1412.2 +65.0 -91.7 +65.0 -79.3 11-24.641 +65.0 -130A +65.0 -130.0 +65.0 -121.1 +65.0 -105.2 +65.0 -NA 11-19.397 +65.0 -100.0 +V&O -90.4 +65.0 b26 +65.0 -75.6 +65.0• -67.3• 38-24.360 +65A -106.9 +65.0 -97.4 +65.0 -87.8 +65.0 -80.2 +65.0 -70A 31-31.641 +65.0 -130.0 +65.0 .124.2 +65.0 -103.8 +65.0 -92.7 +65.0 -77.3 it-32.515 +6&0 -100.0 1 +65.0 -W.4 +65.0 -82.8 +65.0 -7&6 +65.0• -67.3• I6-39,641 +55.0 -111.6 +85.0 -103.0 +65.0 -90.8 +05 -83.4 1 +65.0 -70.7 - 39.641 +65.0 .100.0 1 +65.0 -90.4 +65.0 -62.8 +65.0 -75.6 +fi5.0• bT.3• .4 dIDTH - 60L72 SEE TABLE 19 FOR ANCHORAGE 'INDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PERTHE FIGURE. ] UF' rO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR a SASH WIDTH JAMB EXr6RIOR V CPr P---Mw% CT, 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 R H IT MEETING RAIL r Revision: Revision: DESIGN PRESSURE TABLES Ime: HORIZONTAL ROLLER - NI m Sulfur yumfuue» fur AV Or VA VY1noows )" Height 36" Height 48' Height 54" Height 30' Height 36" Height 48" Height 54' Height Teed t Sill E1�1 Head &sill E Head &sill E Head 8 sill E Head 8 sill E ' Head &sill E n Head & Sill E 4 Head & Sill Anchor Group A Anchor Group C -C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 •C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 -C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 -C2+1 2 1+C2+1 13 1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 -C2+1 77 2 1+C2+1 13 1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 7C2+2 2 2+C2+2 3 2+C2+2 3 2+102+2 31 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z2+2 2 2+C2+2 131 2+C2+2 31 2+C2+2 31 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D -C2+1 2 1+C2+1 3 1+CZ+1 3 1+C2+1 131 1+C2+1 121 1+C2+1 3 1+C2+1 3 1+C2+1 3 -C2+1 21 1+C2+1 I 3 1+C2+1 3 1+C2+1 31 I+C2+1 121 1+C2+1 3 1+C2+1 13 1+C2+1 3 -C2+1 2 1+C2+1 13 1+C2+1 3 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 -C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 7C2+. 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+02+1 3 -C2+•2 2 2+C2+2 3 2+C2+2 3 2+132+2 3 2+C2+2 21 2+C2+2 3 2+C2+2 3 2+C2+2 3 -C2+2 2 2+C2+2 31 2+C2+2 131 2+C2+2 3 2+C2+2 21 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE Anchor Quantities for XO or OX Windows )"Height 36" Height I 48" Height I 54" Height 30" Height 36" Height 1 48" Height 1 54" Height lead Sill E Head & Sill E .� Head & Sill 1"Ej 4 Head & Sill E Head & Sill E Head & Sill E � Head & Sill E Head & Sill E Anchor Group A m Anchor Group C Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D -C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 -C2+4. 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 -C2+, 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 C241 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 •C241 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 C2+2 21 2+C2+2 31 2+C2+2 31 2+C2+2 3 2+C2+2 21 2+C2+2 31 2+C2+2 131 2+C2+2 131 MaX. Ancnor u.u. 1 Hncnor I Ancnor Spacing for "Integral- Group E Group F Fin" Installation 2.5" 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANi17Y: (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET6 r— 1 L _ _ SEE SEE ELEVATION, / C x / SHEET 1 — ELEVATION, SHEET 1 MEETING RAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY //—PERJAMB F1+C3+2+C3+11 41 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR AT THE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET Imo-- SEE ELEVATION, SHEET L ELEVATION, SHEET I SEE il / O ELEVATION, SHEET 1 MEETING RAIL SEE CLUSTER DETAILS, REPEAT ANCHOR PATTERN AT SILL SHEETS Max. Anchor O.C. Anchor Spacing for Integral- Group F NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3A). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. Anchor Quantities for XO or OX Windows Sash 30" Height 1 36" Height 1 48" Height I 54" Height 1 63" Height 30- Height 36" Height 48" Height 54" Height 63" Height Wlin)h Head & Sill E Head &Sill E .10, Head &Sill E Head &Sill E Head &Sill B Head &Sill E Head 8 Sill1�1 E Head &SIII E Head & Sill E Head & Sill E Anchor Group A Anchor Group C 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 A i+C2+1 4 1+C2+1 4 20.397 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 _ Anchor Group B Anchor Group D 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 21 1+C2+1 3 1+102+1 41 1+102+1 4 1+C2+1 4 19.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 17 397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+02+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+102+2 4 2+C2+2 4 2+C2+2 4 36.897 2+C2+2 121 2+02+2 131 2+C2+2 4 2+C2+2 14 2+C2+2 141 2+C2+2 2 2+C2+2 13, 2+C2+2 4 2+C2+2 4 2+C2+2 141 SEE TABLE 10 FOR DESIGN PRESSURE Max. Ancnor o.L;. Spacing for "Integral - Fin" Installation Anchor Anchor Getup E Group F 29' 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 64I. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)9/4.12-1/4' AND't/3-1/3-1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWI HIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE Anchor Quantities for XO or OX Windows 'Height 36" Height 1 48" Height 1 54" Height 63" Height 72" Height 3W Height 1 36" Height 1 48" Height 1 54" Height I SW Helght 1 72" Height ead SIII E Head & Sill E 4 Head & Sill E 4 Head &Sill E 0, Head 8, Sill E Head & Sill E Head & Sill E Head & Sill E ° Head & S81 E Head & Sill 10 Head & Sill E Head & Sill E ; Anchor Group A Anchor Group C Not Allowed 1+C2+1 2 1+C2+1 31 1+C2+1. 4 1+C3+1 41 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 31 1+C3+1 4 1+C3+1 41 1+C3+1 5 1+C4+1 5 i+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 14 2+C4+2 151 2+C4+2 5 Anchor Group B Anchor Group D 2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 51 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+62+1 4 1+C3+1 4 1+C3+1 51 1+C4+1 5 '2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 51 1+104+1 5 i+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 ,2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+104+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 '2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 :2+1 2 1+C3+1 3 1+104+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 t+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+104+1 5 1+C4+1 5 12+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 Max. Anchor O Spacing for Anchor Group F 3.1" -Anchor Quantities forXOX Windows WSash idth ange (in) ht 24" Heigight Hand &Sill Nr He Head 8 Sill W Height Head 8 Sill 48' Height Head 8 Slll 54" Height Head &Sill E 63" Height Head 8 SIII 24" Height Head & SIII w MHead M 30' Heght 8 Sill N 36' Height Head 8 Sill 48" Height Head & Sill 54" HeigM Head 8 Sill 63• Height Em Head 8 Sid _ Anchor Group A Anchor Group C 37-11,391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2r0+C2+i 4 1+C2+O+C2+1 4 t+C2+0+C2+1 4 2V1+C2+O+C2+1 2+1 2 1+CZ+O+C2+1 3 1+C2+0+62+1 4 1+C2+O+C2+1 4 1+C2+OrC2+1 4 38-Ti3DB 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+t 4 1+C2+D+C2+1 4 1+p+0+C3+1 4 1 22+1 2 i+C2t0+C2r1 3 1+C2+OrC2+1 4 1+C2+O+C2+1 4 1+C3+ptq+1 4 31-13.387 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+p+1 4 1+p+0+C3+1 4 1+p+0+C3+1 4 22+1 2 1+C2+O+C2+1 3 1+C3+0+p+1 4KI+C2+I+C2+1 1 4 1+p+p+C3+1 4 38-'4Z683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+p+0+p+1 4 1+C3+O+C3+1 4 :1+C2+O+C2+1 1 22+1 2 1+C2+D+C2+1 3 1+p+D+C3+1 41 4 Hp+0+p+1 4 M- 2297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+p+0+p+1 4 2+1 2 1+C2+O+C2+1 3 1+C3+D+C3+1 4+1 4 1+p+O+C3+138-'i5.558 1+C2+0+C2+1 2 1+CZ+O+C2+1 2 1+C2+0+p+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+0+03+1 4 22+1 2 1+C2+O+C2+1 3 t+C3+0+C3+1 4+1 4 1+p+O+C3+1 4 31-T2016 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 22+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 41 4 1+C2+1+C2+1 4 17 - 53.397 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+C3+O+p+1 4 1+C3+0+p+1 4 1+p+0+p+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+p+0+p+1 3 1+C3+0+p+1 41 4 1+p+0+C3+1 4 38-17.016 i+C2+p+C2+t 21+C2+O+C2+1 2 1rp+D+p+1 3 1+C3+O+p+1 4 1+C3+O+C3+1 4 1+C3+O+p+1 4 1+C2+D+C2+1 2 1+C2+0iC2+1 2 1+C3+O+p+1 3 1+C3+D+C3+1 41 4 1+p+0+C3+1 4 31-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02r7 4 i+p+2*p+1 4 t+C3+1+03r1 4 1+C2+2+C2+1I i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+p+1+C3+1 4 1+p+1+C3+1 4 38-15.380 1+C2+2+C2+i 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3r2+p+t 4 1+p+1+C3+1 4 1+p+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+p+1+C3+1 4 1+p+1+03+1 4 1*p+1+p+1 4 31-19.641 1+C2+O+C2+1 2 1+CZ+O+C2+1 2 1+q+0+C3+1 3 1+C3+0+p+1 4 1+C3+O+G3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+p+p+1 4 1+p+0+p+1 4 1 7+C3+O+p+1 4 H -19, 710 1rC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+C2+2+C2+1 4 1+C3+2+p+1 4 t+p+2+03+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+p+1+p+1 4 1+C3+1+C3+1 4 11-<:4.641 1+C2+O+C2+1 2 1+p+0+C3+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+C4+0+04+1 4 1+C4+D+C4+1 4 1+C2+D+C2+1 2 1+C3 -p+1 2 1+C3+G+p+1 3 1+C3+O+C3+1 4 1+Cq+0+Cq+1 4 1+C4+0+C4+1 4 41-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+p+ 4 1+C3+2+q+1 4 1+q+2+C3+1 -4 t+C2+2+C2+1 2m C2+1 2 1+C2+2+C2+t 3 1+C3+1+C3+1 4 1+C3+1+C +1 4 1+p+t+p+1 4 17 - 39.841 2+C2+0+C2+2 2 2+p+0+C3+2 2 2+p+0*C3+2 3 2+p+O+p+ 4 2+C3+0+C3+2 4 2+p+0+C3+ 4 2+C2+OrC2+ 2p+2 2 2rC3+0rC3+2 3 2+C3+O+p+2 4 2+p+0+pr 4 2+C3+0+p+ 4 -39.641 2+C2+2+C2+2 2 3+C2+2+C2+3 2 2+C2+2+C2+3 3 2+p+2+C3+2 4 2+C3+2+C3+2 4 2+C3+2+p+2 4 2+C2+2+C2+ 2C2+2 2 2+C2+2+C2+2 3 2+q+2+C3+2 4 2+p+2+q+ 4 2+p+2+p+2 4 Anchor Group 1AnchorGroupD 31-11.391 1+C2+0+C2+1 2 1+C2+O+02+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+p+ C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 ]8-12.308 1+C2+0rC2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+p+0+C3+1 4 7+C2+0+C2+1 2 1+C2+ C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+p+0+q+1 4 31-13.397 1+C2+D+C2+1 2 1+p+0+C2+1 2 1+C2+D+C2+1 3 1+C3+D+p+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+ C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+p+0+C3+1 4 1+p+0+C3+1 4 38-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+p+1 3 1+C3+O+p+1 4 1+p+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+ C2+1 2 1+C2+O+C2+1 3 1+p+O+C3+1 4 1+C3+O+C3+1 4 1+C3+D+0+1 4 31 12.297 1+C2+0+C2+1 21+C2+O+C2+1 2 1+C2+0+C2+1 31+p+0+q+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 1+C2 C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+p+0+p+1 4 1+p+0+q+1 4 38-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+p+0+p+1 4 1+C3+0+C3+1 4 1+p+0+03+1 4 1+C2+0+C2+1 2 1+C2+0 +1 2 1+p+0+C2a1 3 1+p+0+p+1 4 1+p+0+p+1 4 1+C340+C3+1 4 N-14.016 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2r1 2 1+C2+1 C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2r1+C2+1 4 1+C2+1+C2+1 4 17 - ^9.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+C3+0+p+1 4 1+p+O+p+1 4 1+p+0+p+1 4 1+C2+0+C2+1 2 7+C2+ +1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 i+C3+G+p+1 4 I 1+q+D+C3+1 4 98-"T.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+i 3 1+C3+0+p+1 4 1+q+0+p+1 4 1+C3+0+p+1 4 i+C2+0+C2+1 2 1+C2 +1 2 i+C3+0+p+1 3 1+p+0+C3+1 '4 i+C3+D+p+1 4 1+p+0+p+1 4 91 - 13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+CZ+2+C2+1 3 1+C2+1+C2+1 4 1+p+1+p+1 4 1+C3+1+p+1 4 1+C2+1+C2+1 2 1+C2+2 +1 2 t+C2+2+C2+1 3 1+C2+1+C2+1 4 1+p+1+C3+1 4 1+p+1+p+1 4 98-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+1+p+1 4 1+C3+1+C3+1 4 i+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1 +1 21+C2+1+C2+1 3 1+C3+1+p+1 4 1+C3+1+p+1 4 1+C3+1+C3+1 4 31-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+0+C3+1 3 1+C3+O+p+1 4 1+C3+0+p+1 4 t+p+O+p+1 4 1+q+0+C2+1 2 1+C2+0 C2+1 2 1+p+0+p+1 3 1+C3a0+C3+1 4 1+p+0+C3+1 4 1+p+0+p+1 4 41-19.110 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2 C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 11-2.4.641 1+C2♦0+C2+1 2 1+C3+O+C3+1 2 1+C3+0+C3+1 3 1+p+D+p +1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+p+ p +1 2 1+63+0+C3+1 3 1+C3+O+O3+1 4 1+C4+0+C4+1 4 1♦C4+O+C4+1 4 41-32.518 2+G2+2+C2+2 2 2+p+2+C2+2 2 t+C2r2+C2+2 3 i+pr2+q+1 4 1+p+1+p+1 4 1+p+t+p+1 4 1+C2+2+C2+1 2 1+C2+2 C2+1 2 1+C2+2+C2+1 3 1+C3+t+p+1 q i+q+i+p+1 4 1+C3+1+p+1 4 17-39.641 2+C2+p+C2+2 2 2+C3+D+C3+ 2 2+C3+0rp+2 3 2rC3+0+ 3+ 4 2+C3+0+C3+2 4 2+p+0+C3+ 4. 2+C2+0+C2+2 2 2+p+ 3+2 2 2+p+0+pa 3 2+C3+O+C3+2 4 2+p+0+C3+2 4 2+C3+0+p+2 4 -39.641 2+C2+2+p+2 2 2+p+2aC2+ 2 2+C2+2+C2+2 3 2+q+2+q+ 4 2+C3+2rp+2 4 2+p+2+p+ 4 2+C2+2+C2+2 2 2+C2+2 C2+2 2 2+C2a2+C2+2 3 2+C3+2+p+2 4 2+p+2+q+2 4 Z+q+2+p+2 4 " MIN. SASH SIZE = WINDOW WIDTH - 40.72 2 NOTES: Anchor Anchor 1) USE THESE TABLES FOR ALL WINDOWS INSTALLOD Group E Group F 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUC 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NE SEE TABLE 8 FOR DESIGN PRESSURE THROUGH THE FRAME OR INTEGRAL FIN. HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Ish idth le (in) • 11.391 -12.3tS -13.317 -14.'63 -12:<37 -12.016 -13.397 - f7.01fi -13.S97 -15.360 -19.641 -13.397 -19.110 - 24.641 -19.397 - 24.360 = 3T,S4f - 32.515 - 39 641 - 39.641 -11.391 -12.3W -13.397 -14.StY -12.. 17 -15.c58 - 72.i;t8 -13.97 -17116 -13.397 -15.330 -19.641 -13.397 - 19.110 - 24.641 -19.397 -24.360 - 31.641 - 32.515 -39.641 79641 24' Haight 1 30' Height 1 36' Height I 46" Height 54" Height 63- Height 24" Haight 1 30' Height 1 36- Height 1 49" Height I 54' Haight 1 63" Heignt Head & SillPi Head & Slit Head & S19 m Head & Sill o Heed & Sill n Head & Sill a Head &Sill E ' Head &SIII n Head & S01 Heatl & S91 A Head 8 SIII ,� Head &SIII a Anchor Group A Anchor Group C 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0*C2+1 4 1+C2+O+C2+1 4 i+C2+0+C2+1 2 11.C2+6+C2+1 2 1+C2+0+C2+i 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0aC2a1 2 1aC2*0+C2+1 3 1*C2+01+C2+1 4 1+CZ+D+C2+1 4 1+C3+0+C3+1 4 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+D+p+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+p+0+p+1 4 1+C4+0+CA+1 4 t+C2+p+C2+1 2 1+C2a0+C2-1 2 1+C2+O+C2+1 3 1aC3+0+C3+1 4 lap+0+C3+1 4 t+C3+0+C3+1 4 1aC2+0+p+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 1+C2+0+p+1 2 1+C2+D+C2+1 3 1tp+D+q+1 4 1+p+0+C3+1 4 1+C4+0+C4+1 4 1+C2r0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+D+p+1 4 1+C4+0+C4+1 4 1+C2*0+G2*1 2 1+C2+0+(y2N 2 1+C2+D+C2+1 3 1+p+0+p*1 4 1++0+C3+1 p 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+4 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+p+1 4 1+C4+0+C4a1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+D+p+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4.0,+C4+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 211 +C2+01C +1 2 1+p+O+p+t 3 1*C3+O+C3+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+p+O+p+1 3 1+p+p*C3*1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+q*O+C3+1 3 t+p+0+C3+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+CZ+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+C3+D+C3+1 4 1+C4+0+C4+1 4 i+C4+0+C4+1 4 1+C2a2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1*p+tap+1 4 1*p+2+p+1 4 1.p+2+C3+1 4 1+C2+2aC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 i+C3+2+C3+1 4 1+p+twp+1 4 1+C2+2+C2+1 2 1+C Q+CZ+1 2 1+C2+2+C2+1 3 1+C3+2.p+1 4 1+p+2+CS+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+p+1+C3+1 4 1+C3+1+C3+1 4 1+p+1+C3+1 4 1+C2+0+C2+1 2p.+..+4+C2+.1F2,,+C2+4.C2+3 +C2+1 2 1+C3+O+p+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+D+C2+1 2 1+p+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 i+C2+3+C2+1 2+C2+1 2 1*C2+4+C2+1 3 1*p+4+C3+1 4 1+C3+4+C3+1 4 1+p+3+C3+1 4 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2a3+C2+1 3 i+C3+3+C3+1 4 1*C3+3+C3+1 4 i+C3+2+C1+1 4 1+C2+3+a+1 2+C2*1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 HC3+3+C3+1 4 1+pat+p+1 4 1+C2+2+C2+1 2 1+p+2+C2+1 2 i+C2+2+C2+1 3 1+C3+2+C3+1 4 1+q+2+C3+1 4 1+p+2+p+1 4 1+C2+0+C2+1 20+C3+1 2 1+pa0+pw1 3 1+C4+D+C4+1 4/+C4+0+CA+1 4 i+C4+D+C4+1 4 1+C2+0+C2+1 2 1+C3+0+p*1 2 1+p+0+C3+1 3 1+C4+0+C4+1 4 i+C4+0+C4+1 4 1+C4+0+C1+1 4 1+C2*4+C2+1 24+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+p+4+C3+1 4 lap+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C1+3+C3+1 4 1+p+3+C3+1 4 1+C3+2+p+1 4 1+C2+3+C2+1 2+C2+1 2 1+C2+4+C2+1 3 1+p+4+p+1 4 1+C3+4+C3+1 4 1+p+3+C3+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+C3+3+C3+1 4 1+p+2+C3+1 4 2*C2+3+C2+2 +(x+ 2 2+p+3*02+2 3 2+C3+3+p+ 4 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2*1 2 t+C2+2+C2+1 3 i+C3+2+p+1 4 1+p+2+C3+1 4 1+C3+2+C3+1 4 2+C2+4*C2+2 24+C2+ 2 2+C2+4+C2+2 3 2tpa4+q+ 4 2+C3*4+C3+2 4 2+p+3+C3+2 4 2aCL+3*C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+C3+ 4 2+p+3aC3+2 4 2+C3+2*C3+2 4 2+C2+3+C2+2 24+C2+3 2 3+C2+4*C2+3 3 2+p+4+p+ 4 2+p+3+C3+2 4 2+p+2*C3+2 4 2aC2+2+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+p+3+q+2 4 2+p+2+C3+2 4 2+C3+2+C3+2 4 2+C2+4+C2+2 2+C2+3 2 2+C2+4+C2+3 3 2+p+4+C3+2 4 2+p+4+C3+2 4 2+p+3+C3+ 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2a 3 2+C3a3aq+2 4 2+q+3+C3+2 4 2+C3+2+p+2 4 Anchor Group B Anchor Group D p+C2+7 2 1+C2+O+C2a1 2 1+C2+p+p+1 3 1+C2+O+C2+1 4 1+C2tO+C2+1 4 1+CZapaC2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2a0*C2*7 4 1+C2+O+C2+1 4 i+C2+p+C2*1 40+C2+1 2 1+C2a0+C2a1 2 7aC2a0+C2+1 3 i+C2*O+C2+1 4 1wC2+0+C2+1 4 1+pa0+C3w1 4 1+p+aC2+1 z 1+C2+O+C2+1 2 1aCLa0+C2+1 3 1+C2+O+C2+1 4 1+p+0+C2+1 4 tap+0+q+1 4O+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+D+p+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1*pa0+C3+1 4 1+C4+O+C4+1 4 O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+p+0+p+1 4 1+p+0+C3+1 4 1+C3+O+C3+1 4 taC2aD+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 lap+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 O+C2+1 2 1+CZ+D+C2+1 2 1*C2+O+C2+1 3 1+C9+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+0+p+1 4 1+C4+O+C4+1 4 +O*C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+p+1 2 1+C2+0+C2+1 3 1+C3+D*C3+1 4 1+C3+0+p+1 4 t+C3+O+C3+1 4 +O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+C1+D+C3+1 4 1+C4+0+C4+1 4 1+C4+D+C4+1 4 1+C2+O+C2+1 2 1+CZ+0+C2+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 i+C4+0+C4+1 4 1+C4+0+C4+1 4 dl+C2+G+C2+1 +D+C2+1 2 1+C2+0+C2+1 2 1+C3+0*C3+1 3 1+C3+0+p+1 4 1*C4+0+C4+1 4 1+C4+O+C4+1 4 1aC2+0+C2+1 21+C2+0+C2+1 2 1+C3+0+C3+1 3 1+p+D+C3+1 41+C4+D+C4+1 4 1+C4+O+C4+1 4 +p+CL+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+p+0+C3+1 4 1+C4+0+C4+1 4 1+C4+MC4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 t+p+0+p+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1 4 +2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+C3+2+q+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 lap+2+p+1 4 1+Cd+1+p+1 4 +1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2a1 3 1+p+2+p+1 4 1+p+1wp+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+p+1 4 1+C3+1+p+1 4 1+p+1+C3+1 4 +0+C2+1 2 i+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C4+0+Ct+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+Ci+0+p+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+CH0+C4+1 4 +2+C2+1 2 i+C2+3+C2+1 2 1+p+3+C2+1 3 1+C3+3+C3+1 41+C3+3+p+1 4 1+p+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+3+C3+1 4 1+p+2+C3+1 4 t+C3+2+C3+1 4 +2+C2+1 2 1+C2+2+C2+1 2 1+G2+3+C2+1 3 1+C9+3+C3+1 4 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+C3+2+C3+1 4 1+C3+2♦C3+1 4 +O+C2+1 2 1+p+0+p+1 2 1+C3+0+C3+1 3 1+04+0+04+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+C2.+O+C2+1 2 1+6+0+C3+1 2 1+p+0+C3+1 3 1+C4+0+04+1 4 1+C4+O+C4+1 4 1+C4+0+04+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1+C3a3+C3+1 4 1+p+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+p+3+C3+1 4 1+p+2+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+p+1 3 1+C3+3aC3+1 4 1+C3+3+C3+1 4 1+p+2+C3*1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 t+C + +p+1 4 1+p+2+C3+1 4 1aC2+2+p+1 2 2+C2+2+CZ+2 2 2+C2+3+p+2 3 1+p+2+C3+1 4 1+C3+2+C3+1 4 1+p+2+C3+1 4 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+pa2+p+1 4 1+pat+C3+1 4 1+p+1+C3+1 4 +C2+3+C2+2 2 2+C2+3+C2+2 2 2wp+3+C2+2 3 2+C3+3+p+2 4 2+p+3+C3+2 4 2+C3+2+C3+2 4 2+C2+2+C2+ 2 2+C2+3+C2a 2 Z+C2+3+C2+2 3 2+C3+3+p+2 4 2+C3+2+gw2 4 2+C3 +C3+2 4 2+C2*3*C2a2 2 2+C2*3+C2+2 2 2+C2+3+p+2 3 2+p+3+p+2 4 Zap+2+q+2 4 2+p+2+p+2 4 2+C2+2+C2+ 2 2ap+2+C2+ 2 2+C2+3+C2+2 3 2+C3+2+p+2 4 2+p+2+C3+2 4 2+p+2aC3+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+qa 4 2+p+3+C3+2 4 2+C3+2+C3+2 4 2+C2+2aC2+2 2 2+C2+3+C2+ 2 2+C2+3*C2+2 3 2+p+3+C3+2 4 2+p+2*C3+2 4 2+C3+2+p+2 4 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. AMh AAnchor ••.... cneu _ WINDOW WIDTH - 60.72 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3 4). SASH SIZE IS AS PER THE FIGURE. _•_-..-.-,w�....�......,......... ..... .... �.. �.�.,.-.... .,,.,,. �,.,,.r.. .... .. ru.n,..c.m..0 cunumi na+uc Toole 3aeh Nld h ^9e Cr9 24' Height a Heed 8 S91 30" Helghi a Head &Sill 36° Fleight a Head 8 Sill 48• Height Head & SIII 54' Height Head & Sill ' 63' Height Head & SIII E 24- Hefght Head & Sill 30• Height a Head 8 Sill 36• Height E r Head & S6I 4W Height a Heed & SIII 54' Height a Head 8 Sill BY Height a a Head &SIII _ 1-11.391 3-12,308 I-13.397 3 -14 683 1.12.297 Anchor Group A Not Allowed ___--_ _ 1+C2+0+C2+1 2 1+C2+O+C2+1 2 Anchor 1+C2+O+C2+1 311 Group C +C2+0«C2+1 4 1+C2«O+q+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+q+0+q+1 4 1+C3+0+p*1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+p+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+D+C2+1 2 1+C2+D+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+p+0+q+1 4 1+q+0+q+1 4 1+C2+0+C2+1 2 1+q+G+C3+1 2 1+q+0+C3+1 3 1+C4+0+C4+1 4 1+Cq+0+CA+1 4 1+C4+0+C4+1 4 3-12.016 1+C2+D+C2+1 2 1+C3 03+1 2 1+C3+G+03+1 3 1+q+O+C3.1 4 1+p+0+q+1 4 1+C3+0+C3+1 4 I-12.GiB 1+C2+0+C2+1 2 1+C3+D+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+G+CS+1 4 1+CS+O+CS+1 4 r-13.397 i+C2+0+C2+1 2 1+03+0+q+1 2 1♦q+0+q+1 3 1+C4+0+04+1 4 1+C5+0+C5+1 4 t+CS+O+CS«1 4 3-17.016 1+C2+D+p+1 2 1+C3+0+q+1 2 1+q+0+C3+1 3 1+C4+O+C4 +1 4 1+C4 +O+C4+1 4 1+C4+O+C4+1 4 I .13.397 3-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+G4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C2+2+C2a1 2 1+C2+2+C2+1 2 1+C3+2+q+1 3 1+CA+2+C4+1 4 1+C4+2+04+1 4 1+C4+2+C4+1 4 I .19.691 1+C2+D+C2+1 2 1+C3+0+C3+1 2 1+C4+0+C4+1 3 1+C5+0+CS-71 4 1+CS+G+CS+1 4 1+CS+O+CS+1 4 1.13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+q+3+C3+1 3 1+C4+4+04+1 4 1+C4.3+C4+1 4 1+C4+3+C4+1 4 3- 19,110 1+p+2+C2+1 2 1+C2+3.C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 1+CA+3+C4+1 4 1+CA+2+C4+1 4 1-24.641 1+q+0+q+1 2 1+C4+O+C4+1 2 1+04+0+04+1 3 1+CS+O+CS+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 -18.397 i+q+3+02+1 2 1+C2+4+C2+1 2 1+q+4+C3+1 3 1+C4+4+C4+1 4 1+C4+4+04+1 4 1+C4+3+C4+1 4 3.24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 I-_31.641_ 2+C2+2+C2+2 7 2+C2+3+C2+2'2 2+pa3+C3+ 8 2+C4+3+C4+2 4 1+CA+2+C4+1 4 1+C4+-2*C4i-1 4 1.32515 1-39.611 -39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 2+q+4+C3+ 3 2+CA +C4+2 4 2+C4+4+C4+2 4 2+C4+3+CA+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+4+C3+2 3 2+CA+3+C4+2 4 2+04+3+C4+ 4 2+C4+2+C4+2 4 2+p+3+p+2 2 2+C2+4+C2+2 2 2+Cq 3+4++ 3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 _ Anchor Group B Anchor Group D 1-11. J91 1 + C2+G+ C2-11 2 11+C2+6+C2+1 2 1•C4+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2.1 4 1 t+C2+0+C2*1 4 1+C2+0+C2+1 2 1+C2+0aC2+1 2 1+C2+D+CT+1 3 1+C2+O+C2«7 4 1+C2«O+C2+1 4 1+C2+O+C2+1 4 1-12,308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2.1 3 1+C3+0+C3+1 4 1+C3+G+q+1 4 1+C3+0+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+q+0+q+1 4 -13�397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+p+1 3 1+C4+0+C4+1 4 1+C4+D+CA+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+04+0+04+1 4 1+C4+0+C4+1 4 1.14.683 i+C2+0+02+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+q+D+p+1 4 1+C3+0+C3+1 4 1+C3+O+0+1 4 1+C2+0+p+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+p+t 4 1+q+0+q+1 4 1+C3+0+C3+1 4 -12.297 1+(3Z+O+C2+1 2 1+C3+0+C3+1 2 1+q+0+q+1 3 1+C4+O+C4+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 I-15,558 1+C2+0«C2+1 2 1+C3+0+p+1 2 1+C3+0+q+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C3+paq+1 4 t+C2+O+CZ+1 2 1+q+0+q+1 2 1+C3+G+C3+1 3 1+C3+0+q+1 4 1+C3+0+q+1 4 1+C3+0+C3+1 4 -12.018 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+pap+1 3 1+C4+0sC4+1 4 1+C5+0+C5+1 4 1+C5+p+C5+1 4 1+q+0+C2+1 2 1+C3+O+q+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+O+CS+1 4 1+C5+0+C5+1 4 -13.397 1+C2+0+C2+1 2 1+03+O+p+1 2 1+C3+O+C3+1 3 1+C4+O+C4+1 4 1+C5+0+C5+1 4 1+CS+Grp+1 4ll+C2+2+C2+1 1+C2+0+C2+1 2 1+C3a0+C3+1 2 1+C3+0+p+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+C5+0+C5+1 4 1-17.016 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+O+p+1 3 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 41+C2+G+C2+1 2 1+C3+0+q+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CA+0+C4+1 4 1+C4+O+C4+1 4 -13.397 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 41+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+04+2+04+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1.15.3GO 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+04+2+C4+1 4 1+C4+2+C4+1 41+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4.1+CA+1 4 -19.641 1+C2+0+C2+1 2 1+C3+0+C3H 2 1+C4+0+C4+1 3 1+C5+O+C5+1 4 1+CS40+C5+1 4 1+CS+O+p+1 41+C2+D+C2+1 2 1+C3+0+C3+1 2 1+C4+0+C4+1 3 1+C5+G+CS+1 4 1+CS+0+p+1 4 1+C5+D+p+1 4 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1♦C4+4+C4+1 4 1+C4+4+C4+1 4 1+CA+3+C4+1 41+02+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1.19.110 1+C2+3+p+1 2 1+CZ+3+C2+1 2 1+C3+3+C3+1 3/+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+2+C4+1 4 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 1+CA+3+C4+1 4 1+C4+2+C4+1 4 -24.641 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+D+CA+1 3 1+C5+0+C5+1 4 1+CS+O+C5+1 4 1+CS+O+C6+1 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 t+CS+D+C5+1 4 1+C5+O+CS+i 4 1+p+G+C5+1 4 -19.397 1+C2+3+q+1 2 1+C2+4+C2+1 2 1+C3+4+C3+1 3 1+C4+5+C4+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C4+4+CA+1 4 1+C4+4+C4+1 4 1.C4+3+C4+1 4 1-24.360 1+q+3+C2+1 2 1+C2+q+C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4+1 4 1+C4+4.C4+1 4 1+C4+3+C4+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+p+3+C3+1 3 1+C4+4+C4+1 4 1+C4+,;3 +1 4 1«C4+3+C4+1 4 -31.641 2+C2+3+C2+2 2 Z+C2+3+C2+2 2 2+q+T 2 3 2+C4+3aC4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 142+C2+3+C2+2 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+p+3+C3+ 3 2+C4+3+G3+2 4 1*C4+2+Cq+1 4 1+C4+2+C4+1 4 -32515 2*CZ+3+C2+2 2 2+C2«4+C2+2 2 2+q+4+C3+2 3 2+C4+5+C4+2 4 2+C4+4+C4+ 4 2+C4+3+C4+2 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C3+4+C3+2 3 2+C4+4+C+22+CA+3+G1+2 4 2+C4+3+CA+2 4 -39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 3+q+4*p*2 3 2+C4+4+C4+2 4 2+C4+3+C4+ 4 2+C4+3+G4+2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+p+3+C3+ 3 2+C4+3+C4+241 2+C4+3+G4«2 4 2«C4«2+G1*2 4 •39.641 2+C2+3+C2+2 2 2+C2+4+p+ 2 3+C3+4+C3+2 3 2+C4+4+CA+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 2 2+C2+3+02+2 2 2+C3+4+C3+2 3 2+C4+4+CA+2 4 2+C4+3+C4+2 4 2«C4+3+C4*2 4 NOTES SEE TABLE 12 FOR DESIGN PRESSURE E 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. -r-� 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3A). SASH SIZE IS AS PER THE FIGURE. WINDOW WIDTH - 60.72 11 cnR Q17FC h1nT cNnWAI Rnl IND I IR TO THE NEXT AVAII ARI R WIDTH OR HFIr:HT DIMENSION SHOWN ON THE TABLE. gReinfOreSMent , Sill end Jambs -Fin PVCI, I I end Jambs -Equal Leg PVCert / Tdm CoverPVC��ng Rail PVC PVC_6083 TB Al E lli_11I��ides, Top & Bottom)rtock PVC6063 T6 At ..1-CHANNEL .625" dock Covxx 1.375 O FRAME HEADSILL 0 FLANGE FRAME einbreement PVD &JAMBS HEAD, SILL & 8063 TB AtJAMBS sh ReinfOreement 2.445" j Ib Meeting Rail Reinbrcemant 6063 T6 AI _ �+--- 1.872' -..I rating Ball Rein : arnent 6005 T5 At I I . 1 Oft- Roller Meeting Rail Reinf0mem8005 TS Al ent 8005 T5 Al .1- t.a37^ I eretdp, .18T' x .270" Fin Pile .772• .065" 1.630" sratriP, .187' x .220" Poly Pile !I 1,020^ Ph. PH SDS (h1terlock Mounting Screw) loss � .065" 1 1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS ANTI -LIFT INSERT FIXED 1" .060" -►�� 7 Ratl Screw Support Plate 73 TRIM COVER 14 TRACK iota Cover 8063 TS AI MEETING RAIL 15 INSERT ;i�Sdrew Hole Plug PVC x:k PVC ck I/8„ tlS P FI a TO a6 Steel .301' I iA st Zmc .F-J p p .754• SSr .035" st 2inC I O EXTRUDED} SS 73 IG BEAD 81 SCREEN FRAME .300" 750" .025' OROLLED SCREEN FRAME 1.184" jl .070" .791' 1.036" .150" ZFy 1.331• i-- z3 HD SASH 24 STANDARD REINFORCEMENT 24 MEETING RAIL REINFORCEMENT Screen Spreader Bar Alum Omer Key with Pull Ring PVC Omer Key No Pull Ring PVC �- ipnng S5 'oth Fiberglass min: Rolled) Vinyl OFIN FRAME HEAD. SILL & 11 JAMBS 1.641• 9 c-� I I �1.375• �-I 1.000• [+- t6 SASH RAIL II 157 .060" .71s 1.185' 21 LIGHT SASH REINFORCEMENT f-�- �- 070" 1.041" 1- .130" -�� 1.340• S�L-- HO MEETING 25 RAIL REINFORCEMENT 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O.° BOX 15291" C 2.100' -►{ 590 �.070•.05C OLIFT RAIL 19 INTERLOCK C 7/15• .060' STANDARD 22 SASH REINFORCEMENT 1.182' F - �l 094" 1.041" l�tfL_j .164" -�{ 1.340" �- HD HR MEETING 26 RAIL REINFORCEMENT WINDOW EXTRUSIONS & BOM HORIZONTAL ROLLER - NI MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ASSEMBLY DETAILS EXTERIOR ATTACHED TO SASH RAIL cylnaa LUGRI # Part# Des PI MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ATTACHED TO_/' FRAMEJAMB (40 39 ATTACHED TO FRAMEJAMB OPT. SWEEP LOCK EGRESSLOCK DETAILS (NOT TO SCALE FRAMEJAMB Wd . Rn7• Dais Revision: >84 evGxd RY Dnte: Reision: DexRPBon:8 EXTERIOR 11 FRAME = , : CLEXPLODED WINDOW VIEW ASSEMBLY G I (6 rue: �,:: _ :: DETAILS :. HORIZONTAL ROLLER — NI MIAMNDADE 0 DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTANCE Shutter Tech, Inc. 7485 West 2" Court Hialeah, Florida 33014 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 Miamy Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County an ¢ other areas where allowed by the Authority Having Jurisdiction (AHJ)_ This NOA shall not be valid after the expi Section (In Miami Dade County) and/or the have this product or material tested for qua] the accepted manner, the manufacturer wil revoke, modify, or suspend the use of such p revoke this acceptance, if it is determined t material fails to meet the requirements of the This product is approved as described herein, Zone of the Florida Building Code. DESCRIPTION: Maximum Impact 0.03: APPROVAL DOCUMENT: Drawing No. through 7 of 7, prepared by Ramms Engineer. 2015, signed and sealed by Robert S. Monsot stantp with the Notice of Acceptance number MISSILE IMPACT RATING: Large: LABELING: Each panel shall bear a permac following statement: "Miami -Dade County Pi 202, and TAS-203, unless otherwise noted he RENEWAL of this NOA shall be considerec change in the applicable building code negati TERMINATION of this NOA will occur d materials, use, and/or manufacture of the prof product, for sales, advertising or any other pu. with any section of this NOA shall be cause f ADVERTISEMENT: The NOA number In the expiration date may be displayed in advei be done in its entirety. ition date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right to y assurance pm -poses. If this product or material fails to perform in incur the expense of such testing and the AHJ may immediately Dduct or material within their jurisdiction. RER reserves the right to Miami -Dade County Product Control Section that this product or pplicable building code. has been designed to comply with the High Velocity Hurricane (min.) Steel Storm Panels Shutter 1001, titled "Maximum Impact .031 Steel Storm Panel", sheets 1 u Inc., dated January 10, 1998, last revision dated September 29, P.E., bearing the Miami -Dade County Product Control Renewal expiration date by Miami -Dade County Product Control Section. I Small Missile Impact Resistant it label with the manufacturer's name or logo, city, state, the act Control Approved", and NOA number, per TAS-201, TAS- after a renewal application has been filed and there has been no ely affecting the performance of this product. a the expiration date or if there has been a revision or change in the let or process. Misuse of this NOA as an endorsement of any poses shall automatically terminate this NOA. Failure to comply r termination and removal of NOA. ceded by the words Miami -Dade County, Florida, and followed by ising literature. If any portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jobs site at the request of the Builc This NOA renews NOA #15-0714.23 and e E-5 & E-6 as well as approval document me The submitted documentation was reviewed ists of this page 1, evidence )tied above. Heelmy A. Maakar,, P..E.,aM.�. f J o Z//s; ", 1 1 a Shutter Tech, Inc. 1. EVIDENCE SUBMITTED "DER PREVIOUS APPROVAL #98-0304.03 A. DRAWINGS: t 1. Drawing No. 98001, tit ed "24 ga. maximum impact storm panel", prepared by Ramms Engineering, Inc I, dated January 10, 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, signed and sealed by Robert S. Monsour, P.E. B. TESTS: 1, Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of a 24 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. 98-003, dated 02127199, signed and sealed by Christopher G. Tyson, P.r. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Tes� of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 98-005, dated 05121198, signed and sealed by Christopher G. Tyson, P.E. C. CACULATIONS: 1. Comparative Analysis, dated February 18, 1998, pages 1 through 4, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. 2. Revised calculations for Comparative Analysis and Anchor Spacing Analysis, dated June 4, 1998, pages I through 49, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. 3. Revised calculations for Anchor Spacing Analysis, dated August 3, 1998, pages 1 through 35, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. 4. Revised calculations for .tlnchor Spacing Analysis, dated September 1, 1998, pages 1 through 94, prepared y Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, RE: D. MATERIAL CERTIFICATIO 1, Mill Certified Inspection Report dated December 10, 1997, prepared by Kieh Co., for steed panel. 2. Certified Tensile Test Re ort by Certified Testing Laboratories, Report No. CTL- 076D, dated 02104198, signed and sealed by Ramesh Patel, P.E. I" WMakar, Product Control Section Supervisor NOA No.16-1222.07 Expiration Date: 03/2212022 Approval Date: 02/16/2017 E-1 Shutter Tech, Inc. 2. EVIDENCE SUBMITTED I A. DRAWINGS: 1. Drawing No. 98001, t Ramms Engineering 1 2000, sheets 1 and 5 December 4, 2000, she on December 22, 2000. B. TESTS: 1. None. C. CACULATIONS: 1. None. D. MATERIAL 1. None. 3. EVIDENCE SUBMITTED UP A. DRAWINGS: 1. Drawing No. 98001, tit Ramms Engineering, In 2001, signed and sealed B. TESTS: 1. None. C. CACULATIONS: 1. None. D. MATERIAL CERTIFICA 1. None. 4. A. PREVIOUS APPROVAL #00-1207.03 -d "24 ga. maximum impact storm panel", prepared by dated January 10, 1998, last revised on December 15, 7, August 14, 1998, sheets 2, 3, 6, and 7 of 7, and on 4 of 7, all signed and sealed by Robert S. Monsour, P.E. PREVIOUS APPROVAL #01-0205.01 "24 ga. maximum impact storm panel", prepared by dated January 10, 1998, last revised on January 17, Robert S. Monsour, P.E. on January 29, 2001. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01-1224.07 DRAWINGS 1. Drawing No. 98001, titxed " Maximum Impact Storm Panel ", sheets I through 7 of 7, prepared by Ram s Engineering, Inc., dated January 10, 1998, last revision dated September 09, 2002 signed and sealed by Robert S. Monsour, P.E. lreflny A. Makaar, P.E., M.S. Product Control Section Supervisor NOA No. 16-1222.07 Expiration Date: 03/22/2022 Approval Date: 02/16/2017 E-2 Shutter Tech, Inc. B. TESTS 1. Test reports on Large installation diagram o of South Florida, Test sealed by William R. r 2. Addendum to Test reps Steel Storm Panel Shu Report No. 0 502, 02-0 Meitner, P.E. C. CALCULATIONS 1. Comparative analysis, January 14, 2002, sigt D. MATERIAL CERTII+ICA 1. None. 5. EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.98001, of 7, prepared by Rat dated January 06, 20 B. TESTS 1. None. C. CALCULATIONS 1. Revised calculation pages, prepared by Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade Cou E. MATERIAL 1. None. fissile Impact Test per SFBC, PA 201-94 along with Teel Storm Panel Shutter, prepared by American Test Lab port No. 0 502.02-02, dated May 09, 2002, signed and finer, P.E. s on Large Missile Impact Test per SFBC, PA 201-94 of r, prepared by American Test Lab of South Florida, Test dated July 09, 2002, signed and sealed by William R. ,pared by prepared by Ramms Engineering, Inc., dated and sealed by Robert S. Monsour, P.E. PREVIOUS APPROVAL # 06-0110.04 !d " Maximum Impact Storm Panel ", sheets I through 7 : Engineering, Inc., dated January 10, 1998, last revision signed and sealed by Robert S Monsour, P.E. Anchor Spacing Analysis, dated January 06, 2006, 88 ins Engineering, Inc., signed and sealed by Robert S. Building Code Compliance Office. �S A ak 4.,.E., M.S.y A. Makar, P.E., M.S Produef Control Section Supervisor NOA No.'16-1222.07 Expiration Date: 03/22/2022 Approval Date: 02/16/2017 E-3 Shutter Tech, Inc. NOTICE OF ACCI 6. EVIDENCE SUBMITTED A. DRAWINGS PREVIOUS APPROVAL #11-0304.01 Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ram 1 Engineering, Inc., dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S Monsour, P.E. B. TESTS 1. None. One year report. C. CALCULATIONS .1. None. D. QUALITY ASSURANCE 1. By Miami Dade Cou (BNC). E. MATERIAL CERTIFICA 1. None. F. OTHERS 1. Conformance letter fr certifying compliance sealed by Robert S. M 7. EVIDENCE SUBMITTED A. DRAWINGS to give manufacturer time to submit a verification test Building and Neighborhood Compliance Department Ramms Engineering, Inc., dated March 24, 2011, 'h the Florida Building Code, 2007 Edition, singed and your. P.E. PREVIOUS APPROVAL # 12-0320.26 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets I through 7 of 7, prepared by Ram s Engineering, Inc., dated January 10, 1998, last revision dated January 06, 200 , signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. Test report on Large Mi, Static Air Pressure Test Testing, Inc., Report No. Kuri, P.E. sile Impact Test, Cyclic Wind Pressure Test and Uniform of a 24 ga. steel storm panels, prepared by Blackwater 4G-11-001, dated 03/12112, signed and sealed by yamil G. c y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-1222.07 Expiration Date: 03/22/2022 Approval Date: 02/16/2017 E-4 Shutter Tech, Inc. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Cou Affairs (PERA). E. MATERIAL CERTH 1. Certified report F. OTHERS 1. Conformance letter fr certifying compliance sealed by Robert S. M 8. EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98001, through 7 of 7, prepa last revision dated Ja P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Cot, E. MATERIAL CERTIFICI 1. None. F. OTHERS 1. Asset Purchase Arere Department of Permitting, Environment, and Regulatory Analysis and mechanical tests by The techs. Ramms Engineering, Inc., dated March 20, 2012, 'h the Florida Building Code, 2010 Edition, singed and rour. P.E. PREVIOUS APPROVAL # 14-0127.02 ,d "Maximum Impact .031 Steel Storm Panel ", sheets I by Ramms Engineering, Inc., dated January 10, 1998, try 16, 2014, signed and sealed by Robert S. Monsour, Department of Regulatory and Economic Resorces. G./C�-517• -� 1,13%y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-1222.07 Expiration Date: 03/22/2022 Approval Date: 02/16/2017 E-5 Shutter Tech, Inc. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 415-0714.23 A. DRAWINGS 1. Drawing No. 98001. titled "Maximum Impact .031 Steel Storrs: Panel ", sheets I through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 29, 2015, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICAT IIONS 1. None. F. OTHERS 1. FBC, 2014 Edition comp lance letter prepared by Ramms Engineering, Inc., dated June 26, 2015, signed & ealed by Robert Monsour, P.E. 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL 1. None. JSvffiy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No.16-1222.07 Expiration Date: 03/22/2022 Approval Date: 02/16/2017 E-6 IT BAR WIND LOADS TO BE CALCULATED AS PER ASCE 7-10 • , NO INCR£SE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF THIS PRODUCT GENERAL NOTES: N N IU 7/16'Y- -Q{ 5'{ --B{-P1 3/13'-T-Y"m} 10 11 LZH a L!N .093 a ,09J l 8" MIN. 1 8" MIN lllliiii---- ® {� II 29/32'L O �2' VARIOUS TYPES OF F-�TRACK —NOT SHOWN 11 1 yr.f25 0 -J 4" RETURN VARIES, L311 MIN "Y .060 MIN. T1 13 7/8'1 3/32' 3 7/32' 1 3/32' VARIES 5' tel+mw 18 SPECIAL NET PANEL SECTION STUD ANY BE MIALLED IN REVERSE O/R£CAON TIPIC L O HOLES 12 1/2" O.C. AFCoo ALL ALUMINUM EXTRUSIONS TO BE ALLOY 600-1`6 OR EQUAL STORM PANELS SHALL SC.' 24 GAUGE STEEL, ASTM A653 SO GRADE E MIN Fy - 90 KSL MINIMUM VALUE WITH .0.51 MINIMUM THICKNESS HOT O/P COATED. WITH A NOMINAL WIDTH OF 12 7/2' THE STORM PANEL SHUTTER MAY BE INSTALL£0 VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY Be NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION pAN£LS MAY HAVE A RIPPLED SURE GRIP OR A HEMMED EDGE ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EOUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" GA. RAWL LOK/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 - MIN. SHEAR 1520 - 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - MIN. SHEAR 1270 - 1 I/8" MIN. EMBED. IN MASONRY 1/4-20 RAWL CALK -IN ANCHOR ( MACHINE SCREW ANCHOR ) WITH 1/4-20 BOLTS MIN, TENSILE 1870 - MIN. SHEAR 17JO - 7/8" MIN, EMBED. IN CONCRETE MIN. TENSILE B80 - MTN. SHEAR IJ40 - 7/8" MIN EMSE0. /N MASONRY 1/4" PERMA-SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - MIN, SHEAR 1990 - 1 1/2' MEN. EMBED IAI CONCREEI •/w° L.N FURFI2 IN MASONRY 1/4" ZAMAC NAILIN BY RAWL ( 2AMAC HAMMER DRIVES ) f B" MIN MIN. TENSILE 980 - MIN SHEAR 1400 - 1 3/8" MIN EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1J20 - 1 1/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE f/4- STEEL LAGS OR LARGER T 4" WL7H I' MIN. THREAD PENETRATION 1/4-20 BRASS WOOD BUSHINGS OR 1/4' ELCO PANEL MATES OR MASONRY SCREW WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHEETS 5.6 B 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDM£NTS IT SHALBE, THE OUNDNESS STRUCTULRE TO INHAND THE ADDITIONAL LOADS OF THE CAND NSURETOR TO I PROPERFY THE SANCHORAGE.Of HE L"tJH EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING SHUTTERTECH,INC.HMLEULFL"'DADE COUNTY PRODUCT CONTROL APPROVED h WARNING TO OWNER OR TENANT LOCATED /N EACH NE40ER OR ONE PANELOFFACHOPEA STATING"STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL RE/NFOR STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOUREO " PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS, THREADED CONES p OR METAL SHIELDS NOT IN USE, MUST BE PROTECTED, AGAINST CORROSION, k---=---+ CONTAMINAPON AND DAMAGE AT ALL TIME. PRODUCT F.<. �^.lLE R T complying wal, the Flmido Building Coda Aaeptance N- - 07 ALL SKIDS JA' I TYP.) 1i' E .-on Da O Z ZO Z'L ALL APALtiITlLws ANGLES STUDDED MV 3/4'D1A ` WOLUDES STu00£D TI SHORTER LEG ONLY 6y 4 A' 'D LrH� ra�s2sru s srEn KNURLED STUDS 12 1/2" O.C. PRODUCT REVISED REFER TO APPLK/IA.N'S' oN SHEETS 2 d J .125 THICK 0 complying with ih0 Florida 81diding Code ANCHOR M0f1NTIMC HOLES LOGITED ON K£Y HOLE ER Accaptenco No�-D7�¢•Z; EITHER HORIZONTAL OR VERT/GL LEG, &*radon Dale 03 'LI- 201 L of LIFiANR11R1 1 ✓T11! /�t/1 %I19LLLID rOdileL COldr�1 SEE ANCHOR SCHEDULE CONNECTION TYPE "C" or SILL 3 CHEIDER or SLL DETAIL 2 2R 19 FIANCE MAY BE REVERSED 10 BOLT W1 LOCK 12- Wf LOCK NUT l2. O.C. 00700R11 WER or SILL _ 5 SEE ANCHOR SCHEDULE CONNECTION TYPE 'T --OOR OTHER HEADER or SILL REFER TO THAT APPLIC177OM FOR PROPER CONNECTION TWE IDCONNNUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH 164 RIVETS OR 18 TECK SCREWS 12" O.C. 'L 9 .e Ell �' EO SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 3 or SILL nism m IN REVERSE OlRECRON CONTINUOUS BLOCKING BOLTED TOGENER W?H 1/4-20 THRU BOLT W/ LOCK NUT 6" O.C. USED AS HFADER OR SILL r--t-1-ION. NOTE: CONNECTION SEE ANCHOR SCHEDULE CONNECTION TYPE "E" US PAN ANGLE TUBE OR WOOD MUST BE USIED ON ALL BWLD OUT CONDITILWS TO CLOSE OFF ENDS RETURN PAN VARIOUS 51F0 1/B 0A 1 I/7 FLAT BAR SNO0£O'W/T�N WNCNIRS ETION ANY WIDTHS. FA� A 70 T4 POP RNET$ T 10-24 C DETAIL 6 NOTE?'*` .. rE0„Q_-• f" MIN. SEE ApGHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 HEADER -or -SILL-- — O UR 11 WY Bf WSMLLED IN REVERSE DARECTION n AS IN DEUtL 5 F19 JC/16ONTINUOUSANGLE BLOCKING 160 t BOLTED TOGETHER WIN 1/4-20 NRU BOLT W/ LOCK NUT 6. O.C. USED AS HEADER OR S&L ' "•' NO.TEi�L' CONTINUOUS BLOCKING J/16 ANGLE 16 Og19 - Mo.• .' - i• : 1/4-20 MASHIN£ SCREW ANCHOR WITH SIDEWALK BOLT _ OR !// MAS ONRY SONRY SCREW J" O.C. 65.7 PSF MAXIMUM'EQ..J;'M/I4: EDGE DISTANCE >bQUR[:O• CONCRETE ONLY MAXIMUM PANEL HEIGHT'JS"_•': :� .• DETAIL 10 ML USE OF I/B C PURPOSEANGI OF A NO/NO WALL 16 SLOTTED MOUNTING NOIE DAY BE USED in CENTER WEB OF PANEL M. FOR ALL HEADER ON TOP SPECNL PAN APPLKARONS. 544 ON BOTTOM 1/E-20 K J/4 KNURLED SUM$ WAN WASHtoo WNCNU75 (RP.) OR 1720 RM1ENur D WIN 1/4-20 FLOOR PLUG DW.) I INSIDE CLOSER PAN ASSEMBLY SEE ANCHOR SCHEDULE CONNECTION TYPE 'A" i HORIZONTAL INSTALLATION VERTICAL INSTALU ELEVATION ELEVA710N OR OTHER HEADER w SILL REFER TO TAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 MEOW OR DOOR D DENY. 2 3/4"MAX. NOTE:* Dom. •.. EO '..1 EO NOiE''k'' •• SEE ANCHOR $CHEE CONNECTION TYP DETAIL 8 SEE -ANCHOR SCHEDULE-- CONNECTION TYPE "0" CONVULIDUS BLOCKING TOGETHER WITH THRU BOLT W/ LOCK NUT CONTNUOUS BLOCKING /{__-_.___•r mall PANEL `-- ___ P--1/4-20 : 3/4 KNURLED STUDS l!_. / %_ KTH WASHEREO MrNUTS 12 1/2- O. swr REMOUNTED YERM.ILLY OR OR 110872011154LLY NOTE:' DETAIL 1I IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. �;- WHEN ANCHORING TO WOOD, THE WOOD MUST Of A MINIMUM 2 X 4 EQUAL TO 0 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY \ AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE l93 MAXIMUM CAP BETWEEN STROM PANEL 7P.0p+iCT RENF.Vial AND D.L.O. swu NOT EXCEED I/4- as Eg..1;Ayingwitil the Florida PRODUCTRCVISED AS AMD FROM FRONT VIEW Building COd: 0 wmplying xdth th6 Flori (f7/Lv _ nuildL L, Acc� ttti�cc No ZZ% • 07 n8 Cuda Yltl I / prT ZZAVUDnern.e No/ Di/ (� I�p �f/�1 L'La/1Mon U/n:c •� Eup1Dmeo [..vv...=e.r��---------. rvw c: I THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL �1 { 774E SHUTTER MAY SE ANCHORED DIRECTLY 70 THE STRUCTURE WRH THE USE OF ONE OR A COMBINATION —X' OF DETAIL 13 ,i.•i�"` NOTE:* .1 I 1 = 1 ISHING VD IOER or SILL 1 114- MAX. SCHEDULE I TYPE "S' or tit HEDER or SILL BOLTED TOGETHER WITH BOLT W/ LOCK NUT 12' O.C. sVNhNUOUS BLOCKING 114- ANGLE NOTE..* i d. ANCHOR SCHEDULE SECTION TYPE "C" E, Dr, f.r. or SILL I" .•.'• DETAIL 16 -+-e-- 114-10 MACHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4- MASONRY SCREW 3" O.C. 3' MIN. EDGE DISTANCE POURED CONCRETE ONLY Os. CONNECTION TYPE "A" �;•-�b, PANEL SECURED WITH REFER TO DEFECTION WASH£RED WINGNUTS CHART GLASS STUCCO FINISH TYPE "A" 114 " PANEL MATE[WITH MACHINE SCREW HEAD WITH 14-10 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 17 HEADER or SILL :� 'Eok krEcTr:. SEE ANCNGR SCHEDULE CONNECTION TYPE 'C' DETAIL 18 NOTE:* IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE REFER TO DDf�TION u GLASS ©O a CONNECTION -TYPE 'A' PM-5-MCCO1N57'AI _A-n0N DETAIL 14 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" NOTE*-, v(DAND©1 HEADER or SILL DETAIL 19 yt-m uevrLL soitt eKxae VA A61 V L 11KW1FSY Lin M WE)DIM I 1/p-10 v/s fm 7./8' suxu" Y m DETAIL 20 ,�.." uuSEpty mLL `F?ih :}=e �.QZid3 Pca+pnncz?�`.o LLR t;s.,nacsenAwc n z�; .3.�fZo22. x j .F.N�a �� PRODUCT REVISED ea complying with the Florida r _ Building Cbde L/J AV' once at5V Pali lion Dete g4'T/ BAN Q g N w m i SIDE VIEW ' , ' I FRONT VIEW 142" MAX. PANEL HEIGHT NO PANEL STRAP RE REQUIRED HIGH VOLOCITY HURRICANE ZONE PANEL DEFLECTION CHART WiT140IT HORIZONTAL STRAP PANEL HEIGHT 0'-90" 90"-142" WALL MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD OUT 2 5/8" 3 1/2" MMmUM DISTANCE BETWEEN GLASS AND PANEL 0 a FRONT VIEW SIDE VIEW L142". PANEL HEIGHTL STRAP'LIIOSPAN HIGH VOLOCITY HURRICANE ZL PANEL DEFLECTION CHART WITH HORIZONTAL STRAP PANEL HEIGHT 0"-104" 104"-142 WALL MOUNT 2" 2 1/4' INSIDE MOUNT 2" 2 1/4' BUILD OUT 2" 2 1/4' MWMUM DISTANCE BETWEEN GLASS ANU VAA HEADER AND SILL TYPE MAY VARY DEPENDING ON APPLICATION HORIZONTAL BRACE STRAP DETAR 13 ON SHEET 3 DETAIL 3,9, d: 8 DETAIL 1 ON SHEET 2 DETAILS 5,7.9, 10 AND 1 i DETAIL 2 ON SHE£ ' 1/4-20 57V0 ON SHEET 2 DETAIL 15 ON SHEET 3 ON SHEET 2 DETAIL 16 ON SHEI WITH 2" D.C. - (TyP.I HEADER tLEAO£R HEADER 12 1 - 1/8` X J/4" FLAT-AALUMINUM-BAB SIDE VIEW FRONT VIEW 222 Q " RR y_- _ V \ 4 ' DETAIL „Ea, �� \ W4 L� R IN a Iy 3 GLASS GLASS GLASS -27 '4" PANEL SPAN MAXIMUM CAP BETWEEN PANEL SILL SILL SILL IOR SPACING FOR AND HEADER IS T/4" (TYP.) DETAIL 'F" DETAIL 13 ON SHEET J DETAIL J,4, & 8 DETAILS 3,4 AND 8 DETAILS 5,7,9,10 AND 11 DETAIL 4 ON SHE ON SHEET 2 ON SHEET 2 ON SHEET 2 • WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOON: WITH HDR. AND SILL WINHDR. AND SILL N47eT fIDR. AND SILL ANCHORING PANEL ANCHORING PANEL Pi on—U-C. ENEVAI:D ('RD 1*3/4-DIA. TOP & BOTTOM TOP & BOTTOM NO HDR. OR SILL WITH SHOOED HDRIVU &c Com2jyjoS,vj% hoF?cridta Boding Code t� a/4 nta. TYPICAL SECTION VIEWS AmplvoftNo1� .°7 lla 3/4' DIA. 3, ccoDatca� fyy�ZOZZ e NER MUST BE IN MORROW PORTION OF KEY HOLE, A. B}' .e gi duc u v NOT A KEY HOLE WASHER SHOULD BE USED 'NTING HOLE MAY ALSO BE A 9/16" VA. CIRCLE ,I85 THICK PRODUCT RL'VISRLI DETAIL IG" KEY HOLE WASHER wmnPl9iegwAll llaPlawl Building Codo Acccplancc No 0 P 6xpi tianDale X m m V m o A•W'W . �..a.. ....... . , ....... W•m`m �.. a._ .:..:.. .:. .:.. W;W;w W�OI�W �.. �.. .:. .:....:..:. .:..:.. 0�01:0 O.N ....:. rW N'iJ�W ..�r.... ........... WjW ..:..:....:..... ArmrW A(W�W :...... WiW:J O•N'W W T'W �.. .:........ WN : � W'W�fJ W'W:W .. �. i. W:0•� W•WW i �WaO fJ:W•A r r w:W:W 10'p:� W:A`W r V:V;W ��N:W A:fA �;N;W a:N:p� W;W;W (O:p:� W:Aa W;A:a �:N:,jy w:A•w m;W�O �p:fT�W A.Wm W'W'<n 4f•4f;if W�W�O) m-V�W tJ'WW W•W •W D � O m � o O•+.N �:>•W tl�:W;V V'V:W W:0!O O:N• W WL OWN �:N : : : : : , • A W.O1:W W. W:W D '`.i W:W:W . � •a.w J.mrtp w: W:W ., j.., r• W'A:a W:V:W»� W: y, !i'iW W:W:W o:+�N lil:Ll�tJ w�W�W A'm'W W'l0:' A'(If N V'W'W Oi> N W 4ti (J WiW;W W V:W O.>.N W:W:W 'i{. IW W;W;W m:0;' O O:N:W Web a m•W!> . O W.W'L1 W: W.W m `'.T•io-:A:m:W m:W:W w:W:w' !.(zvN:4Y:OlA'UI'w m'W'm '��[:•:)'. W:m:W W:>:' : : .�. W,p,+>.N!a •�+• ................. .It. nf _....r_ ..i..i _ ..�. :.. ..; .�.. ..:.;.. :O W;fJ:W '.., e; i;.• a: W:W V: V:w W:W:W :+. W:W:W A•WW r ..:i `•'' i,•'F`.. .:l%: .w !'' .i.. ;.... A'W;V ............ W;J:W :..• J;0' ,y': a: W'W W'W'V W'm:0 .s •'. W'W 'A'm A' •A W'A:W A:m'J -. _ >:N:W W:(p:W •`-L'� .O.> iJ:41:W '�:,,+;':' AA;A W'W:J N•,W:W """ .. .. .:. ;.. .., ;....;...Hn:.,..,.-•;••'-"�_a,.a .e._.. :•:. _.;..w•..:.:.:.. �.i._ .W:W.W •.... W.W'W nl ry.• 1y,. �.... W:wlw m:Vrw •_' •' NWw _ 0'O W:L:'l0 m V:W:w W:W:' p.N:W W:W: ,OO N,w m:W:J V:V:m O:C;-.-TrfO�o•N -. ....{.. .i. 'f:'"rt�^�':",r'T.. -,[t'•:;`:' -}-v a .. t.'..'r y. W:W :.r _ A:A:W � '� O:N:41 .` i`ti .91 >O:N:W .f.r ..... .F.' w•W'A W:'p:.'a- is m W:W:w r. W.W.A W'A:A a•W,m..`.^3'.Y.iw'A : W�A:d A,W'm .::.:� ..M1'W'W W:W:a Wd'N � W�A•W [7 A b :: Via^ y .. ....... ................ r:,-'.•'2i:.. ..' ': W:A:A ULW:W pltu:W •! W:A:A 0:0:0 p:N•fJ 7j. : '. 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A 6 C D E A B C D E A B G D E A B C D E 3• 10--:. 10_.:..e_--: 13 13--_. 16-,: 10 ,: 7-, 13„.13...13.-: 7 ;-5_-: .9_..;.11....13.. 5..:..8_. r..7..;..6 SB'SPAN 14 9 5 14_.;. 9...:. 6..;. t3.. ;.13...1?_.:, 5...` 4 ;• B 9 _ 12 j 6 ' _10 . 2` _.:.?3..' •8 : 12 -?3.... : 12 12 : 8 4 12 11/4° 12 4 3 :-4.. i..-6...;. 3. 11 i..4..;..`�...:, 5 3 6..:.5....1?.. �. 5.-.:. 5_....?..?... .?�...: 3___ 4... _ _ 'cHOFi) B8'SPAN 2" 11._;..9...:.4...:. 5...:..4 11..:.4._.: 4_..:..5-.;..'`....9...:. 3....-3..;..'1...:. ,10. 9; ......;_.4 3: 3 ..; A 3 - 1114` 10 : 4 3: 5: 4 10 : 4 3 5 4 9 3: 3: 4 : 3 2' 106' span i 114' 3"1.>i 1 , 4 _- y span P an _ .J - - _ r 3` 13 8 5 1?..i 13..._g 6'-.`. 4'-'-'9--:..9... .6..:..4 -- ...4 7 ..... 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R 1114' BETE 1231span r.:... -.'.•, : a - '` ;,1 :. 17 U r . 2" v £.. j 9tt, 13.-„13 _10, .,5__, 4, _ -8••_ 13.... 10 7._.:. 4 10-_;.10...16..;. 8.. 13.. . 9,. ..4 _. 4 :. 6..: .7... 2.5' SW SPAN 16 13..:.7-,_:_13-.: ... ._. 9 9 ;.7.':.13.. 16 8 5 - . 12 13 e 4 c 3 5 8 27 16 12 6 13 13 9 6 3 5....... ....!... i. 7..-:. s.. .6....9 ..:_3._.i. 4...i _4..:..4_...........`�....c............. s ...... ---L 3_,-:• 3_._�.::'3, 88°SPAN 2S' 16 :..6. 8.. 3-. .:�..;..3_ 15 5. :,5.....6 :. 5....7...i, _'_.;,::- r. •15 _. .?...,. ': 6 4 •8 .7-,...8...:-3..,;. 6 7 3 3 4 3 13 4 4 6 4 6 ;.-." 3. 2' is Oft) 3 :r+ 123'span 25 .,1� t-�, ,� ? :-, J- x �-.• - c 2 SPANS AND LOADS SHOWN Ira THIS SCHEI ARE FOR DETERMINING ANCHOR SPACING FOR ALLOWABLE SPANS VS. DESIGN LOAD REFER TO SHEET 4. MINIMUM ENBEDM£NT AND EDGE DISTANCE EXCLdO, STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS Tf ARE NOT ACCEPTABLE. IT SHALL DE THE RESPONSIBILITY OF THE CONTRACTOR TO V£R/F1' THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE AOD1770MAL LOADS AND INSURE PROPER ANCHORAGE, SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. Pi :11�UC i Paz:1V6F'ED ^1 :ida as cranp':yio4 :rkh Eoe r e Bu idiag Cade Asc ?Icz74o�2 Z Z.07 2 'L g�pyta5ion7atc=t,�02 E i�i PRODUCT REVISED as Plyfng ulth the Florida Building Code 6 Acceptuace NoWo &Y— Z eeEwpirction bate Za By I )a uct Cnn nI oo OZ Nam ara-nk _� mE"'-�r oz,a�Op AwoZO ty o 2 pyq azN AMZ W a p.0 �P ND JQ� C� i N2 nO l,�n-- zip A �a �o Z— m�Z N ZTW J'1 C O ny 2y ca titi r0 tN OZY ry mil n� p�M N C $ m Z <m 0 1 Dy �W L �y�/• _i H T 0 N N yyy' m N N y y y N N N N y y y y -yy0 N N 01 N y y y y y y N y y y > z z y y D z z D Z Z z z z 2 2 O:N .A •W O.N :A �m O:N :A :W ':m :�:W W��IW :m N:a :m :� O:N :a �W m•O :A 'D a :W ;'.:w A:W :.=1: lw A:W :.:.:w :m :u�:w cn m:w :w A:•i;W:w W Z MZ W :m :W :m W:m :W :m WIN :W :m 0 -1-1 • W'm:W:W • w:m W:W m:m :W :W �:N:W:w W•�:W :W W'm :W :W m:m :w :w m:W:w'w W:N iw:w :w :wHM O:N ;N itW 'A :W •W .:N ;d !w �¢:o ',N 1Uf ':W :(O �N D .IA:•n; W'W : I � W''p 'N W z 1'rV - �/tT j .;fT :m �w ::tYi:m :w :m :W Ih :J :N �w :m :lO :�l,� •'.�W :�o :w :tn :m :w .iA :01' m :A:m �W :A'm :W (A :m •W 1"'W :w;w 'W :N ;w 1A:O.w ~•A •m �w -:W •V,N .i0 :A ..Ic :.� •;:O 7A �m :m :A :m �:N :W :O :A :m :0 D � "s .m W tw :or �N :':m ;o •:a:ra .yw :� W C z rf ;A:W iA:W :9A'W ,i'1V :m yim :mVi:V A :m :W :A C C .'A .W .4l :.J, .w J. .w r(y vm �N ��.. :O O-� •w •W .a rr A :w :A :w ":A:w' 1 :V :w : :{m :w t`.(T ;w :A ;W -}.�W •w m :• �'A :m _ :AN '•W :O rA W i,..i •jA;Ut � r;A ;W '�A;fJI ''••.:A ;[T `:W:m ;W ;V ,',W ;m •W ;A y� r?•,ice •'%-_ �, �_.';.. :._. _.:.. i--_:.. ;-.y _,j• .�...:-..y.- .... � • :W:m O r :W:m : W:(O {h .:A �w- :A :w ..;W: - W:m 'V m a I BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver,Line Building Products Series 5500/5700 — Model 5502HV/5702HV Patio Door (N�, on -Impact) for Florida Product Approval No. 4236 5th Edition Florida Building Code Method: 1—A (Certificate) Category: Exterior Doors Sub — Category: Sliding Exterior Door Assemblies Product: Model 5502HV/5702HVPadoDoor Material: PVC Product Dimensions: 71519"x 79 314" Max. O.A. (XO) Silver L.in One Nord) Bi Berm Florida Pre pared for: dtui@ding Products Silverlitne Dr. , sustvick, NJ 09902 r 'epared by: F. Norero, P.E. ssional Engineer # 73778 te: 03/09/2016 Contents: Evaluation Report Pages I —4 Digitally signed by Hermes F. Norero, P.E. Reason: I arri approving this document Dale: 2016.04.10 16:02:37-04'00' de'&6, P.E. No. 73778 BUILDING DROPS FL#: FL20101 A Perfect Solution in Every Drop Date: 0 9/2016 Certificate of Authorization:29578 Report Noo:: 4236 Manufacturer: Silver Line Building Products Product Category: Exterior Doors g Product Sub -Category: Sliding Exterior Do IrAssemblies Compliance Method: State Product ApprI val Method (1)(a) Product Name: Model 5502HV/5702HV Patio Door I Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulaition - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated fo use in locations adhering to the 5th Edition Florida Building Code. See Installation Instructions SWD00I 31 signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 5" Edition Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be Beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 51" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate analysis by a licensed engine 5. See Installation Instructions in the details of drawing SWD003 require further engineering or registered architect. IDO03 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop j Certificate of Authorization: z9wa Certification Agency: FL#: FL20101 Date: 03/09/2016 Report No: 4236 The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: • AAMA/WDMA/CSA 101/l.S.2/A440-11 • TAS 202-94 1. Product Testing performed by Architectural Testing (FBC Organization # TST1558) Report: I Dated: F3692.01-109-18-RO 02/09/16 F3692.02-109-44-RO 01/21/16 2. CertificatiolnAgency Window and Door Manufacturers Association (FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA1303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 i BUILDING i DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#: FL20101 Date: 03/09/2016 Report No: 4236 Through Frame Installation: A. For two by (2X) wood'buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. I B. For concrete (Min. Yc =I3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. Yc =3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. I D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of su ficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (S D003) for anchor spacing and more details of the installation requirements. Design Pressure: Pressure Positive 50 PSF Negative 50 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 INSTAIIATI0N NOTES: L ONE Il) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUM BER Of INSTALLATION ANCHORS DEPICTED IS ME MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF ME MAXIMUM SIZE LISTED. 3. INSTALLINDIVIDVALINSTA nONANCHORSWONINATOLERANCEOF±I/Z INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUTCONSIDERATION 0FT0LFRANC6).T0LEUNCFS ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCH0R WITH MAD BEARING SHIMIS). MAXMUM ALLOWABLE SHIM STAG( TO BE 1/4 M01. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FUMING USE 910 WOOD SCREWS OFSUFFICIENT LENGTH MACHINE 1-1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAMEINSTALLATION: FOR INSTAIlAnDN THROUGH V BUCX TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 31161NCH DIAMETER HW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4lIl MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1112 INCH EDGE DISTANCE. T. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICENT LENGTH TO ACHIEVE A MINIMUM 0F3 HR SPENETU ION BEYOND METAL WALL 8. MINIMUM EMBEDMENT AND EDGE DISTANCE "CLUBS WALL FINISHES, INCLUDING BUT NOT UMGTD TO STUCCO, FOAM, BRICK VENEER. AND SIDING. 9: INSTALLATIONANUORS ANDASSOCIATED HARDWARE MUST BE MADE OF C0RROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 10. FOR HOLLOW BLOCK AND GROAT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR101NTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BL0IX OR EDGE OF MORTARIOINT INTO FACE SHELLOF BLOCK. 1L INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS WAN THE MINIMUM STRENGTH SPECIFIED BY ME ANCHOR MANUFACTURER 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH ME MMOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF 045. B. CONCRETE -MINIMUM COMPRESSNESTRENGTH OF 3000 MI. C. GROUT-FILLEDCMU-UNITSTIRENGTHCONFORMSTOASTMC-90WTQ( MINIMUM COMPRESSIVE STRENGTH OF 2000 PSIAND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVESTRENGTH OF 2000 PSI. D. HOLLOW BMCKCMU-UNITSTRENGTHCONFORMSTOASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL -MINIMUM YIELD STRENGTH OF 33 01. MINIMUM WALLTHICXNESS OF 47.8 MIL(0.01784 or 18 GAUGE). MIN.1/2' EDGE DISTANCE F. ALUMINUM- MINIMUM ALLOY 6063-75. MINIMUM WALLTHIMMSS OF 3/W. MIN.1/3• EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 550015700 MODEL 5502HVI5702HV PATIO DOOR (NON —IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ME 5TH EDITION (2014) FLORIDA BUILDING CODE(FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: • AAMA/WDMA/CSA 301AS31AUD-11 • TA5102.94 2. ADEQUACYOFTHEEXISTINGSTRUCNRAL CONCRETE/MASONRY, IX FUMING, AND METALFRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIDILITY OF ME ENGINEER OR ARCHITECT OF RECORD MR ME PROTECT OF INSTALLATION. 3. UANDL(RULCS(WHENUSFDISHAIIRFII IrMMAmN 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SRE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN MINE AREAS, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMFDADE MR OR AM. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 4 FRAME MATERIAL PVC T. GLASS MEETS THE REQUIREMENTS OF ASTM E 13U0 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEETDESCRID 1 - ENSTAl1ATTON A GENEMLN0TES 2 - ELEVATION, ANCHOR LAYOUT A GLAZING DETAIL 3 - VERTICAL A HORIZONTAL SECTIONS (THROUGH FRAME] 4 VERTICAL 6 HORIZONTAL SECTIONS (OPTIONAL ACCESSORY FLANGE) MAX OVERALL SIZE CONFIG. DESIGN ML95IIE WIDTH HEIGHT PRESSURE LAPARRATIN6 733/B• 7931V XO •50/-50 PSF NON LAPAR ogJaFt, R. Silvefflme MAnders n ......... o... F Gl LL k Swl)003 FL#: FL20101 SHEET: 1 of 4 WIDTH71 3 4 r m DLO. H 31' E— 131/2' MAX T ELEVATION SUDINGGLiSSDOOR INIEWORNEW 15' MAX. V MAX O.C. 1 � II— . r!'oM...,, L b• MAK FROM J CORNERS TYP. NOTE: — — I. —LOCATION OF SUCK OP.WINDOWANCHORS MAY BE — ADJUSTED TO MAINTAIN I' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAYBE FLUSH WITH FACE OF THE BLOCK INTERIOR 1/4' ITW TAPCON ANCHOR b• FROM CORNERS IV MAX O.C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT 11/4'MM DEPTH' FULLYSUPPORT O e'•:': 11/2'MIN. EDGE DISTANCE 11/2'MIN.EDGE I I•� DISTANCE '��"�—^�111 CONCRETE/MASONRY BY OTHERS BUCK INSTALLATION DETAIL INTERLOCK REINFORCING GALVANIZED STEEL EXTERIOR 2 HORIZONTAL SECTION MEETING RAIL ANCHOR LAYOUT THROUGH FRAME EXTERIOR I � R— CONSISTING OF: 1/8' TEMPERED 1/2' AM SPACE 1/8' TEMPERED INTERIOR 3/32' SETTING BLOCK-- _ LMIN. GLASS BITE 1/2' GLAZING DETAILS NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND/OR ASTM E 1300-G4. • FI me mvaaatmlvE FnRmmunswlxwmmi FR ma.ss�� U m O MYm10 I y Va ��LLC z k Zq�u y N 05 m o� � Z ya1 w W�mc S d 0 N i.. c F �3� %.��HpFtOF`�.i�@ OF #10 WOOD SCREW Siiverline INSTALLATION ANCHOR - MMdersen CAULK BETWEEN 11/4' MIN EMBEDMENT CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY A IX - CAULK BETWEEN 3/4' MIN. EDGE WOOD BUCK BY OTHERS 1/4•MAX CONCRETE/ MASONRY62X DISTANCE I SWIM SPACE INTERIOR v�vee.a. ooeva WOOD BVCK BY OTHERS ] 1/2• MIN EMBEDMENT l a.Esawcaewv[ . •' 11/2• MIN EDGE IJ0°TMt�'B W °ate ZX WOOD BUCK DISTANCE SEE GLAZING Dt m=I amm BY OTHERS' ' DETAIL, SHEET2 = i? �.-::::.: 1/4' MAX Z ^ A SHIM SPACE EXTERIOR PTNLGH...:•`;':::•..i: T ju o I / I 2 BYOTHERS1 3/IA IOW TAPCON \ >O H O PERIMETER SEALANT I INSTALLATION ANCHOR BY OTHERS CONCRETE/MASONRY Z m e LL BY OTHERS —� ad FIXED HEAD RETNF. UNIT GALVANIZED STEEL IX WOOD BUCK ;:;:;>}'i;: EXTERIOR o j H HEIGHT / (OPTIONAL) BY OTHERS ""°'' i m w e u EXTERIOR ( / INTERIOR / EXTERIBY OTHERS ' r O.A. SEE R EALA UNIT DETAIL, SHEEGLAZING PERIMETEBV OTHERS WIDTH 12 a VERTICAL SECTION t-b`\ HORIZONTAL SECTION 3 HEAD -2X WOOD BUCK 3 IAMB- M WOOD BUCK INTO[DNCREWMASONRY (n THROUGH FRAME NO FLANGE THROUGHFRAME/NORANGE �f LO Z V O 1/4• MAX L. H SEE.GLAZINGSHEET 2 SHIM SPACE �I 3 THREAD PENETRATION w 0 DETAIL, SHEET 2 —•IRI BEYOND METAL FRAME (Y p EXTERIOR / \ INTERIOR INTERIORUNIT HEIGHT / ) 3/4• MIN EDGE FIXED SAL RETNF. ( DISTANCE GALVANIZED STEEL \ O Z IA' ` INSTALLATION ANCHOR `SJS�p -k SHIMAX SEE GLAZING ` �'• , PERIMETER SEALANT a SNIM SPACE DETAIL, SHEET 2 BY OTHERS p n 6" Qtl METAL SUBSTRATE BY OTHERS EXTERIOR FINISH " f. ' 11/4' MIN. (SEE INSTALLATION NOTE #12, SHEET 1) � BY OTHERS .• •':' �: EMBEDMENT EXTERIOR SHEATIN6 BY OTHERS17, '• ~ J ' it EXTERIOR FINISH BY OTHERS �""•. . "• 8i •. CONCRETE/MASONRY �N OF tie p BY OTHERS 11/2' MIN EDGE O.A.PERIMETER SEALANT BY AFC * PP SSA B _ DISTANCE UNIT OTHERS3/16� •� T �, ui INSTALLATION ANCHOR WIDTH VERTICAL SECTION rC-� HORIZONTAL SECTION 3 SILL-CONCRETE/MAA LST FSONRY 3 IAMB /O O 5 W D003 THROUGH FRAME/ FLANGE THROUGH FRAME RAMS NFLANGE SHEET: � of 4 CONCRETE/ MASONRY BY OTHER -- CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 2X WOOD BUCK BY OTHERS A OPTIONAL FLANGE OPTIONAL ACCESSORY FLANGE PERIMETER SEALANT BY OTHERS O.A. FIXED HEAD REINF.� UNIT GALVANIZED STEEL HEIGHT EXTERIOR 3/4° MIN EDGE #10 WOOD SCREW 3 THREAD PENETRATION _ DISTANCE INSTALLATION ANCHOR BEYOND METAL FRAME . •'s' `-.. �:. r 11/2' MIN. EMBEDMENT 3/4' MM EDGE INTERIOR SEE GLAZING DETAIL, SHEET2J I II II II II VERTICAL SECTION 4 HEAD-2XWOODBUCK OMCNALACESSORY FLANGE 1/4' MAX SHIM SPACE 1/4' MAX SHIMSPACE SEE GLAZING DETAIL, SHEET 2 INTERIOR #10 SELF -DRILLING GRADE INSTALLATION ANCHOR METAL SUBSTRATE BY OTHERS (SEE INSTALLATION NOTE#12,5HEET 1) CAULK BETWEEN EXTERIOR METAL STUD& OPTIONAL FLANGE PERIMETER SEALANT BY OTHERS OPTIONAL ACCESSORY FLANGE O.A. SHEATING BY OTHERS UNIT EXTERIOR FINISH BY OTHERS WIDTH HORIZONTAL SECTION 4 ETALST OPnONALAC[SORY FLANGE SEE& AZINGSHEET DETAIL, SHEET 2 1/4' MAX SHIM SPACE BEYOND METAL RAMS BEYOND METAL FRAME O.A. INTERIORUNIT EXTERIOR \ INTERIOR _ �� 3/4'MIN. EDGE' HEIGHT ( ( DISTANCE FIXED SILL REINF. GALVANIZED STEEL \ IELF-DRILLING 1/4'MAX SEE GLAZING #10 GRADE 5 INSTALLATION INSTALLATION ANCHOR PERIMETER SEALANT BY OTHERS SHIM SPACE DETAIL, SHEET 2 OPTIONAL ACCESSORY FLANGE METAL SUBSTRATE BY OTHERS EXTERIOR FINISH BY OTHERS 11/2• MIN. EXTERIOR (SEE INSTALLATION NOTE #12, SHEET I) EMBEDMENT 2X WOOD BUCK BY OTHERS CAULK BETWEEN EN PERIMETER SEALANT BY METAL STUD A CAULK BETWEEN CONCRETE/ MASONRY & 2 ` • OTHERS OPTIONAL FLANGE WOOD BUCK BY OTHERS " `CONCRETE/MASONRY O.A. $HEATING BY OTHERS # WOOD SCREW 3/4' MIN. EDGE BY OTHERS UNIT EXTERIOR FINISH BY OTHERS DISTANCE WIDTH INSTALLATION TION ANCHOR % VERTICAL SECTION E1 HORIZONTAL SECTIONSECTION 4 SILL-2XW00DBUO( 4 IAMB-METALSTUD OPTIONALACCESSORYFLANGE OPDONALACCMSORYHIANGE SilverLine InMdersen rueers. eo o.a auFsara>rRou+e wemwrawrgwmsoz A�PR1.31MY Zn e ++m$T OO O phm .' HZ ml- 00 <<� Zme �m i� aea m E w Paz R m ap�mox w `ice a N a Z H o V) t2 W �w 0 -X �u 'Mill+ 'z... T a m m m '�' m UZ OF } 4 VMNO.'3W b DOOR ,V%lvl;t;cTURcr:SrssoctAricN Hallmark@ Cerfi cafe of WDMA Conformance °:• :, `ti AMS, INC. � N trv°M� mmt 41 and License (CCL) rr Swtpns, ins. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit wwwamscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 roduct No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 0-H-046.26 5500-5700/5502HV-5702HV 2 Pnl Patio Door 101A.S.2/A440-11 Class R-PG50; Size Tested 1819mm 2026mm F3692.02-109-44 2/19/2016 177/2026 1819mm x 2026mm (72 x 80) Type -SD; DP +50/-50 psf; Water Test Press 360Pa 0-H-046.27 5500-570015502HV-5702HV 2 Pnl Patio Door TAS 202-94 (7.52psf) 72 x 80, DP +50/-50 psf 1819mm 2026mm F3692.01-109-18 3/17/2016 1/29/2026 DM, i HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its irticipating manufacturing plant(s), is licensed to use the WDMA Registered alim ark on product lines that have been manufactured in accordance with the andards. It is further certified that the plant(s), facilities, quality control ocedures, methods, and processes of Licensee have been inspected by DMA, and are subject to regular follow-up inspection and test. It is further :rtified that samples of the product set forth above were tested and found to Imply with the standards. By: By. - AL �GCa John McFee, VP c Program Sponsor: Window and Door Manv 330 N. Wabash Avenue, Chicago, IL 60611 TEL (312)673-4828 ww Rhonda Authorized WDM,t Hallmark Iram Administrator: inistrative Management Systems, Inc. 3ox 730, 100 West MainFLU iets Harbor, NY 13685 FF11 (315)646-2234 staff@amsmrt.co— Or -20 10%14/09• Friday, April 01, 2016 �9iC �� Page 1 SILVER LINE BUILDING PRODUCTS SilverLine MAndersen ULSTALLATION NOTES: SERIES 550015700 1. ONE (1)1NSTALIATIONANCHORISREgUIREDATUCHANCHORLOCATION O MODEL 5502HV/5702HV PATIO DOOR `�'�"E�" SHOWN. NaNEe'sismgwaEsvt 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM C NUMBER OF ANCHORS TO BE USED FOR PRODUCTINSTAWHON OFTHE (NON —IMPACT) L n FZa^ MAXIMUMSIZELISTED. k: TO A 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATCUMNCE OF 1112 Z O t V1 OE2LL= INCHME DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS Q- (LE, WITHOUT CONSIDERATION OFTOLERIWCESI.TOLEMNCESARE NOT OO;az p V CUMULATIVE FROM ONE INSTALLATION ANCHOR TOME NEXT. lO C_yga LOW S J <'YFW Hm< 4. SHIMASR ALIGM MAAT MCH ABLE SHIM HA STACKON TO BE W4 INCH. LOAD BEARING p' Hw SHIM(S(. MAtIMUMALLOWA0LE 5HIM5TAIXTOBEf/AINCH. SHIM WHERE GENERAL NOTES: SPACE OF V16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED LU mpZ OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN D DESIGNED AND TABLE OF CONTENTS e hMNUFLORIDADTODING COMPLY COWIIHTHE INCLUDING HV W 5. THROUGH FIIAMEINSTALIATION: FOR INSTALLATION INTO WOOD FRAMING ROI4I FLORIDA BUILDING CODE (FBC), WCWDING HVHZ - SHEET REVISION SHEETDES@ TEON 6 ^I USE 910 WOOD SCREWS OFSUFFIOENT LENGTH TOACHIEVE I-1/21NN AND HAS BEEN EVALUATEDACCORDINGTOTHE ` MINIMUM EMBEDMENT INTO WOOD SUBSTUTE. FOLLOWING: I - INSTALLATION A G[ RAL NOTES AAMA/WDMA/CSA 101/14.Z,%4 11 6. THROUGH FUME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO • TAS202-94 2 - ELEVATTON,ANCHOR LAYOUT 6 GLAZING DETAIL G CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/1G INCH p DIAMETER M TAMONS OF SUFFICIENT LENGM TO ACHIEVE 1-1/4 INCH 2. ADEQUACY OFTHE EXISTING STRUCTURAL 3 VERTICAL& HORIZOM'AL SECTIONS( MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1112INCH CONCRETF/MASONRY, 2X FRAMING, AND METAL FRAMING 4 VERTICAL 6 HORIZONTAL 5ECTII Aa EDGEDISTANCE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF (OPTIONAL ACCESSORY FIA WITHSTANDING AND TUNSFERRING APPLIED PRODUCT T. THROUGH FUME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OF WE -J N305EUTAPPING CREWS OF SUFFICIENT LENGTH M ACHHVEA MINIMUM ENGINEER OR ARCHITECT OF RECORD FOR ME PROJECT OF •'� z OF31HRM05 PENETUTIONBEYONDMUALWALL INSTALLATION. B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. IX AND 2XBUCXS(WHEN USED( SHALL BE DESIGNED AND • - H O INCLUDING BUT'NOT UMHEDTO STUCCO, FOAM, BRICK VENEER, AND SIDING. ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 2 FOR S+ r FURTHER DETAILS OF BUCK INSTALLATION. 1--, 9. INSTALLATION ANCHO0.5ANOASSOOATED HARDWMEMUST BE MAOEOF > CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 4. TH E INSTALLATION DETAILS DESCRIBED HEREIN ARE ±� 0J COATING. GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR Y +----4ai_+'' w ASPECIFICSITE. IF51n CONDITIONSCAUSEINSTALATION 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOM DO NOT INSTALL TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, MAX OVERALL SIZE v w INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGEDISTANCEISMEA.SURED A LICENSED ENGINEER ORARCHNECTSHALL PREPARE SITE DESIGN FROM FREE EDGE OF BLOCK OR EDGE OF MORTARIDINTIMO FACESHELLOF SPECIFICDONMENTS FOR USEWITH THIS DOCUMENT IN CONFIG. BLOCK NON-NVNIAREAS.INHVHZARFAS,ONEMMEPRODUU WIDTH HEIGHT PRESSURE IMPA APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCEWITH ANCHOR Mi. 715/0• 793/4' XO •50/3 W FaTZMAR v� Z MANUFACTURER'S INSTALLATION INSTRUCTIONSANDANCHORSSMLLNOT BE S. APPROVED IMPACTPROTECTIVE SYSTEM IS REQUIREDON �A a`+P—st 'n'^i��— \ / USED INSUBSTUTESWITHSTIENGTHS IFSSMAN THE MINIMUM STRENGTH SPECIFIED BY ME ANCHOR MANUFACTURER THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 12. INSTALLATION ANCHOR CITHMESFOR PRODUCRHEREIN ARE BASED ON fi. FMMEMATF0.ULPVC - O„• �.�LL-6. b' SUBSTRATE MINIMUMS WIMTHE FOLLOWING PROPERTIES: A WOOD-MINIMUMM SPECIFICGRAVITYSTRENGOFO.SSTH >. GLASS CHARM SHEET 2FOR LAUNG EAIL Dg°d� B. CONWETE-MINIMUMCOMPRESSIVECONMTHOF3000PSI. GLASS CHARTS. SEESHEET2 FOR GLAZING DETAIL Hi'• F !! C. GROUT-FIUED CMU-UNRSTRENGTH CONFORMSTO lSTM 090 WTTN • N MINIMUM COMPRESSIVESTRENGTH OF 2000 PSIAND GROUTCONFORMS CA TO ASTM C 476, MINIMUM GROW COMPREWIVESTRENGTH OF2000 PSI. •+ D. HOUOWBLOUMINIMUM COMPCNESSIVENSTRENGTH OF2000 PSIS TOASTM CAO WRH ''�d�h,^•* pR��\\•k E. STEEL- MINIMUM YIELDSTRENGTH OF 3301. MINIMUMWALLTHICKNESS Of4T.8 MIL (0.0478- aT 18 GAUGE(. MIN. 1/2°EDGE DSANCE. AtLLLLJJ -O T F. ALUMINUM- MINIMUM ALLOY GDGLT5. MINIMUM WALLTHICKNESS OF ON h m H 0 F 1/16'. MIN. 1/2' EDGE DISTANCE. OiglUlry elgnadgHermeEF. Noreen. P.E. VIZ Pa., I am apja.mg Hit; dip—ril Date: 2016,W.N 140729-0W DWG#: S W 0003 FL#: FL20101 SHEET: I OF 4 ELEVATION SNDING GIASS DOOR INTERIOR VIEW NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 35 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 6' FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT 11/4' MIN DEPTH TO FULLY SUPPORT EMBEDMENT WINDOW FRAME. BY OTHERS 1 LT MIN. EDGE I DISTANCE '. 1/2' MIN. EDGE LISTANCE 1 CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL L- 6' Max. FROM J CORNERS TYP. INTERIOR 0 INTERLOCK REINFORCING GALVANIZED STEEL v EXTERIOR HORIZONTAL SECTION 2 MEETING RAIL 6' MAX. FROM CORNERS TYP. SilverLine aAnderserl or¢mvEun.F mcr Faew VV)43¢wmem FHOSxH�S-Um 0 Nm m c Sa p'^n o�LL� Z m owwm W moz� Pii�amm.� a � ANCHORLAYOUT m THROUGH FRAME V) Z O H o 3/4' O.A. I.G. GLA55 CONSISTING OF: u 1/8' TEMPERED LU 1/V AIR SPACE ix n I/8'TEMPERED EXTERIOR INTERIOR O 2 J kl'G_10 I l _ --I .* 3/32-SETTING GLAZING DETAILI NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZIN& REQUIREMENTS OUTLINED IN CURRENT FBC Al aSTM E 1300-04. Lc f E uZ 00 o U W OF 4 #10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN 3/4' MM EDGE CONCRETE/ MASONRY AL ZX DISTANCE WOOD BUCK BY OTHERS 11/2'MIN. EMBEDMENT ZX WOOD BUCK BY OTHERS 1/4' MAX. EXTERIBY OR FINISH .............. SHIM SPACE OTHERS --- F-T PERIMETER SEALANT BY OTHERS O.A. FIXED HEAD RUMP. UNIT GALVANIZED STEEL HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 2 rB_`\ VERTICAL SECTION 1�3 HIEAD - U WOOD BUCK THROUGH FRAME /NOFLANGE SEEGLAZINS DETAIL, SHEET 2 O.A. UNIT EXTERIOR INTERIOR HEIGHT FIXED SILL REINF.-\ GALVANIZED STEEL 1/4' MAX PERIMETER S= SHIM SPACE By EXTERIOR FINISH 11/4' MIN. BY OTHERS ..... .. EMBEDMENT ... . . ....... %. CONCRETE/MASONRY-Jm BY OTHERS I I/Z'MIN. EDGE 3/16' ITW TAPCON DISTANCE INSTALLATION ANCHOR VERTICAL SECTION SILL-CONCRETE/MASONRY THROUGHFRAME/NDFLANGE CAULK BETWEEN CONCRETE/ MASONRY IX WOOD SUCK BY OTHERS 11/2' MIN. EDGE DISTANCE 11/4' MINI, EMBEDMENT 1/4' MAX SHIM SPACE INTERIOR SEE GLAZING -DETAIL. SHEET Z 3/16' rrW TAP= IN5TALLATION ANCHOR 1 4 CONCRETE/MASONRY BY OTHERS 1X WOOD SUCK EXTERIOR (OPTIONAL) BY OTHERS EXTERIOR FINISH BY OTHERS O.A. PERIMETER SEALANT UNIT BY OTHERS WIDTH (�Q) HORIZONTAL SECTION \,3JAMB- U WOOD BUCK INTO CONCRETE/MASONRY THROUGH FRAME / NO FLANGE IMAX SHIM SPACE 3 THREAD PENETRATION BEYOND METAL FRAME INTERIORr I i I I 3/4"MIN. EDGE ' [ji - _-J� \_ #10 SELF -DRIVING ING GRADE 5 SEE GLAZING INSTALLATION ANCHOR DETAIL, SHEET 2 METAL SUBSTRATE BY OTHERS (SEE INSTALLATION NOTE #12, SHEET 1) EXTERIOR SHEATING BY OTHERS EXTERIOR FINISH BY OTHERS O.A. PERIMETER SEALANT BY UNIT OTHERS WIDTH HORIZONTAL SECTION JAMB-METALSTUD THROUGH FRAME/NO FLANGE SilverLino byAnders W �4CZ Im -,MR �w ........... z :E u Z 3 OF 4 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS 2X WOOD BUCK. BY OTHERS CAULK BETWEEN 2X WOOD BUCK BY OTHERS A OPTIONAL FLANGE OPTIONAL ACCESSORY FLANGE 3/4• MIN. EDGE #10 WOOD SCREW 3 THREAD PENETRATION DISTANCE INSTALLATION ANCHOR BEYOND METAL FRAME va^ MAX. r 1112• MIN. EMBEDMENT I SHIM SPACE 3/4"MIN. EDGE 1/4• MAX. SHIM SPACE SEE GLAZING DETAIL. SHEET 2 INTERIOR #10 SELF -DRILLING GRADE 5 ° -' — BY OTHERS INSTALLATION ANCHOR ' \ PERIMETER SEALANT BY OTHERS O METAL OTHERS ='? (SEE INSTALLATIONON NOTE #12,2, SHEET 1) O.A. FIXED HEAD REINF. CAULK BETWEEN - EXTERIOR UNIT GALVANIZED STEEL / METAL STUD& HEIGHT EXTERIOR ( / INTERIOR OPTIONAL FLANGE PERIMETER SEALANT BY OPTIONAL ACCESSORY FLANGE OTHERS SEE GLAZING SHEATING BY OTHERS OA. UNIT DETAIL, SHEET 2 EXTERIOR FINISH BY OTHERS WIDTH [-'� VERTICAL SECTION HORIZONTAL SECTION 4 HMO -ZX WOOD BUCK 4 JAMB-METALSUD OPTIONALACCEXSORY FUMGE OPIONALACCEBSORY FUINGE 1 SEE GLAZING DETAIL, SHEET 2 va• Max. T SHIM SPACE 3 THREAD PENETRATION BEYOND METAL FRAME O.A. INTERIOR EXTERIOR / \ INTERIOR _ �� \ -'3� 3/4•MIR EDGE RESIT ) DISTANCE FIXED SILL REINF. ( GALVANIZED STEEL \ / #305ELF-DRILLING GRADE 1/4• MAX. SEE GLAZING ] INSTALLATION ANCHOR PERIMETER SEALANT BY OTHERS SHIM SPACE DETAIL, SHEET 2 OPTIONAL ACCESSORY FLANGE - METAL SUBSTRATE BY OTHERS EXTERIOR FINISH BY OTHERS 11/2•MIN. EXTERIOR "- (SEE INSTALLATION NOTE#12, SHEET I) 2% WOOD BUCK BY OTHERS EMBEDMENT CAULK EEN PERIMETER SEALANT BY METALS DEd CAULK BETWEEN CONCRETE/ MASONRY 6 2X ^' •' •" OTHERS OPTIONAL FLANGE WOOD BUCK BY OTHERS • <.-� •M1CONCRETE/MASONRY O.A. SHEATIN& BY OTHERS iFWOOD SCREW 3/4• MIN. EDGE BY OTHERS UNIT EXTERIOR FINISH BY OTHERS DISTANCE WIDTH INSTALLATION TION ANCHOR iE1 VERTICAL SECTION HORIZONTAL SECTION 4 SILL -2K WOOD BUCK J JAMB-METALSNO OPTIONAL ACCESSORY FUWGE OPTIONAL ACCESSORY FUWGE SilverLine bMdersen LL - OuvFQ_ J # � .<.m 2.] S� u2 4OF4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation.Report Of Silver Line Building Products Series 5500/5700 — Model 5502HV/5702HV Patio Door (Non -Impact) for Florida Product Approval Report No. .4, 213 i 5th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 —A (Certificate) Exterior Doors Sliding Exterior Door Assemblies Model 5502HVI5702HV Patio Door PVC 71 5/8"x 79 314" Max O.A. (XO) Prepared for: Silver tine Building Products One Sil erline Dr. (North Brunswick, N.) 08902 Prepared by: "erines F. Norcro, 1'.E. Florida Professional Engineer # 73778 Date: 03/09/2016 Contents: Evaluation Report Pages 1 —4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.04.10 16:02:37-04'00' ``�ttnt�tutiii/ DES F. 0 �p0 ' * 7 * - = ro•• T T �` ////isS70NAll- Hermes�o' P.E. Florida No. 73778 BUILDING DROPS FL#A Perfect Solution in Every Drop Date FL20/21 it Certificate of Authorization: 29578 Date: 0 o: 423016 Report No: 4236 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (IX), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD003) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure I Positive I 50 PSF weganve ( 50 PSF� Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 >y Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: Robert Project Address: 7601 Donlon, Fort Pierce Florida 34951-1771 Permit#: Occupancy Type: SFR Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. • Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Code 2010 Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check oEnclosed _Partially Enclosed _Open 3. Risk Category: _I II _III _ IV Exposure Category: _B _LC _D 4. Design Wind Velocity 15 mph _ASD _LRFD End Zone Width: 3 ft ��i 5. Mean Roof Height CIS h1 ft Roof Pitch: :12 Parapet: ft 6. Compone'n11tss( & Cladding Design Pressures Used: (PSF, based on 10sgft @ 1S'MRH, clearly label on all plan openings): Zone 1:Zone 2: 1 Zone 3: Zone 4: 41 Zone 5: S" Garage: �/A 7. Design Loads: Floor: N A PSF Roof/Dead: PSF Roof/Live: 3 0 Balcony: PSF Dock: 1' A PSF Deck: _PSF Stairs: / PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? V Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? v Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: _PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces so& ied: 1 V.J.Gerley P.E. # 21422, CA #9318 n Print Name Cert # & Co. Cert Auth. # and Seal V.J.Gerley and Associates St 't� al EngiipeEe�s G- M^ i Company Name &Address ED �t_ p Revised 07/25/2014 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Robert Spring Applicant: Robert Spring Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Typo Method of Attachment Windows -33,+30 -80,+80 Jeld-Wen 6400 11-0426.03 Lam No. 14 Wood Screw as per NOA Mullions NA Fixed Glass NA Block Glass NA Skylights NA Sliding Glass Doom -32,+30 -80, +80 Jeld-Wen Premium Atlantic 11-1201.02 Lam I No.14 Wood Screw as per NOA Swing Type Doors NA French Doors NA Garage Doors NA Hurricane Protection NA Roof ventilation NA Roofing Material NA NA GAF Royal Sovereign 14-1022.16 6- 1.5" Galvanized roofing nails per shingle Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use In"t loads and forces specified {by(current code provisions. , "Name: y i• �l �liiLo, 1 i r L Signature: 1V Prof: U • `1 Ruff Cert. No. rL I � 1.2 These products provide adequate resistance to the G"ZQ' I.S seal DON ON rypP'ROAD ryp9 INDRIO ROAD R 35' R/W - 20't ASPHALT ROAD ,a 20.27 0 4 o Ii� 20.30 � 4 ?M SIGN BOXES ` _ S I TE y^I 177.94' Tl�-C 150.O P1. CP� 177.87'(P3S89'49'23"E 150:06'�C3 828.00 o =� 19•93 (P) am FND 3/4" IRON PIPE CORNER IR � 3PIPE > FENCE 0.1 IRON 0.10'N, 0.12'E o.s'N 3.1'w OF POOR r 4 DRIVE ^ 7oS%S O B W I NDRI O ROAD SITE BENCHMARK SEPTIC OF POOR SET IRC "PSM 6330" TANK ELEV= 21.30 NAVD 1988 rre) 14.97 9.76' LOCATION MAP 50.30' NOT TO SCALE. W z LOT 25 BLOCK 43 N a �� n 1 STORY WOOD N FRAME RESIDENCE n 1;z LOT 24 BLOCK 04 LOT 23 LOT 26 mw FFE= 22.76 ;$ 43 BLOCK 43 - .- xa ��,m VACANT BLOCK 43 M LEGAL DESCRIPTION: r PORCH 0.30' �� T LOTS 24 & 25 IN BLOCK 43 OF LAKEWOOD PARK UNIT NO.5 SGANNEG ' 9.76 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK �Y 14.97' n n 11. PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, county CORNER 0115.77' m ^ FLORIDA. LUC16 FENCE 6p rri St. 3.9'W OF PL - DG � r _ O O SURVEYORS NOTES 2 N 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE 0 CONCO• 2VX3.4' SHOWN HEREON. a Fz 10.29 CANC 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE _ 24'O7 ❑ LOCATED UNLESS OTHERWISE SHOWN. w m METAL m_ ❑ 2CONC 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO LEGEND: ' 4'CLF END Sw THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. (C) = CALCULATED 24.m ❑ NX4' OF PN(.'0 12111CO070 J, EFFECTIVE DATE FEBRUARY 16, 2012. (M) = MEASURED CONC 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE _ PLATTEDm SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD CMP =CORRUGATED METAL PIPE POWER r 10' PUDE POLE 0 ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF CNS = COULD NOT SET Q� p? CONC = CONCRETE LOT 24 AS BEING SOO'11'37"W ACCORDING TO THE PLAT FIFE = FINISHED FLOOR ELEVATION FND IR TELXEPHONE ANCHOR N89 51 54 W 150.06 Ci FND IRC DESCRIBED HEREON. FND =FOUND 5/8• IRON REBAR 0.17'E TELEPHONE 1 50.00' P B S020.25,W 6. ALL LOTSHOWN ARE PER PLAT UNLESS IRC = 5/8" IRON REBAR WITH PLASTIC CAP ao 10 OTHERWISE NOTEDDIMENSIONS 7. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT PCOR = PROPERTY CORNER VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED PCP = PERMANENT CONTROL POINT LOT 2 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. PL = PROPERTY LINE PUDE =PUBLIC UTILITIES AND DRAINAGE EASEMENT BLOCK 43 8. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT R/W = RIGHT-OF-WAY LOT 1 BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR BLOCK 43 PARTIES. SYMBOLS: Da = IRRIGATION VALVE 0 = SET 5/8" IRON REBAR WITH PLASTIC CERTIFIED TO: CAP "AJP PSM 6330" ROBERT J. SPRING 7601 DONLON ROAD '- TYPE OF SURVEY: BOUNDARY I PLOT PLAN I U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1 3-10-15 1 1 LAST FIELD DATE: 3-10-15 = ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping Coneutung 619 SW Bltmore Street ® Port St. Lucie, Florida 34983 Phone. (772) 340-7770 Fax (772) 340-2250 CAD K:\BUILDERS\Dwc2015\15-1975. DWG = - mil.' ^l J' ALEXA�I R J. PIA Professional Surveyor & Mapper REF K:\ FLD CJM / AJP FR 44 PG. 64 JOB 15-1975 OFF CJM DATE 3-10-15 DATE REVISIONS BY.• CKD AJP SPIFFY 1 OF 1 DWG C-385 Florida Certificate No.: 6330