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WS-17-1128Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address mit Permit NO. WS-4-17-1128 Permit Type:. Windows/Shutters trrk Classification: Door Replacement Permit Status: APPROVED Issue Date: 7/512017 Expiration: 01/01/2018 Parcel Number Applicant 933 NE 99 Street Miami Shores, FL 1132060340250 Block: Lot: MARK GALLO Owner Information Address Phone Cell MARK GALLO 933 NE 99 ST MIAMI SHORES FL 33138-2568 Contractor(s) FOUR BLR DOORS CORP Phone (305)776-2443 CeII Phone Valuation: Total Sq Feet: $ 1,500.00 0 Type of Work: REMOVE FRONT DOOR AND REPLACE WITH No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 CANCEL Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $5.00 $110.00 $9.00 $1.60 $131.20 1 Pay Date Pay Type Invoice # WS-4-17-63793 04/25/2017 Check* 1976 07/05/2017 Check #: 1991 Alit Paid Amt Due $ O. r . �.187.27 $ 81.201cti. Available Inspections: Inspection Type: Window Door Attachment n 'ew Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all t - •r: •oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhjrrpor- •ie the above -named contractor to do the work stated. Authorized Signature: C ' er / Applicant / Contractor / Agent July 05, 2017 Date Building Department Copy July 05, 2017 1 \SA \ Dtt \r0 ke BUILDING PERMIT APPLICATION ❑✓ BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 933 NE 99th St. IVIId11 II al WI CJ village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Fec io i y St Master Permit No. ac I l 2-49 Sub Permit No. ❑ ROOFING ❑ REVISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 11-3206-034-0250 Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Mark Gallo 933 NE 99th Street Address: Miami Shores FL City: State: Tenant/Lessee Name: NA marks_gallo@bellsouth.net Email: NO X FFE:� 305-491-2876 e#: 44/0 33138 i Phone .'214(7. Four Blr Doors, Corp CONTRACTOR: Company Name: Address: 5743 NW 159 Street Miami Lakes FL 33014 City: State: Zip: Stanley Sumner 305-776-2443 Qualifier Name: Phone#: CGC1523069 State Certification or Registration #: DESIGNER:, Architect/Engineer: NA 305-776-2443 Phone#: Address: Certificate of Competency #: Phone#: State: Zip: 1,500.00 Value of Work for this Permit: $ Square' Type of Work: ❑ Addition ❑ Alteration ❑ New Remove front door and replace with Impact resists' Description of Work: e of Work: lace Rip El Demolition (1oor. Specify color of color thru tile: Submittal Fee $ 5s • b1 Permit Fee $ I 0 ' CO CCF $ I ' 20 CO/CC $ Scanning Fee $ 9 • w Radon Fee $ 2,... 03 DBPR $ 2 Notary $ •O Technology Fee $ ) • GO Training/Education Fee $ ' ' G Double Fee $ Structural Reviews $ / _ Bond $ ,e TOTAL FEE NOW DUES 6 1O Bonding Company's Name (if applicable) NA 'Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature/ OWNER or AGENT The foregoing instrument was_actknowledged before me this 0'5 day of j(k.UL , 20 1'1" , by DaI 4I t' Q L l , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 2nQ LESLIE RACKL ,;s MY COMMISSION # GG 056758 •" EXPIRES: March 13, 2021 Bonded Thru Notary Public Underwriters ****************************** APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this day of "' . , 20 n , by STANL fZY AB SIT U r; aPO is personally known to me or who has produced (-- l2- L)-[fig as identification and who did take an oath. NOTARY P tIiIC: Sig Print: Seal: "irkNirk Notary Public State of Florida . Sindia Alvarez .` My Commission FF 156750 F of Or Expires 09/03/2018 *** ************************s �te�*l1r** 76/� ***************** Plans Examiner Zoning Structural Review Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledge Y/2J//7 mARk Gau° Qu.lifier/Iwner Signature Date Print Name ' FLORIDA BUILDING CODE 2014 - ASCEISEI 7-10 - WIND LOAD TABLES-170,175 mph Enclosed Building vdth mean roof height Tess than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED `WIND PRESSURES IN FSF 170 ,MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 1 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EX -11 BROWA.RD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - r cPOSURr C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 '36 z4 1 z5 z4 & z5 z4 z5 `0-15 ; 39.7. 42.2I 7� , 40.1 43.4 53.6 16=20 39.0 51.9 42.6 462 57.0 21-30 442.4 46.0 56.6 I 46.3 •50.2 62.1 31-40 45.1 48.8 60.1 ( 49.2 53.4 65.9 41-50 47.2 51.2 63.0 I 51.6 56.0 69.1 51-60 49.1 53.2 f 65.4 1 53.6 58.2 71.8 LOCATION .AMPLEMIAMI-DADE COUNTY WIND PRESSURES IN PSP 170 MPH VEOCI T Y - EXPOSURE.D Building Heigh -Roof Slope less than 10 degrees . Roof Slope Breafer than 10 degrees Positive Negative Positive Negative z4 & z5 z4 , z5 z4 et 25 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75:7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EX A•LR E BROWAQD COUNTY. PALM MACH AND OTHER. .. COUNTIES • .•�.,r • WF� WIND PRESSURIN FISF•' 175 MPH VELOCITY - raP4 .1� •• • • • • • • • • • • • • • Building Height Roof Slope less than 10 degrees Roof Sailehgreater that!SO'tiPgrees;', Positive Negative PositAj •'Negative z4 & z5 z4 z5 z4 &-45.1 : - AP' 0-15 44.5 48.2 59.3 f 48.g• 4.5.?1,8 65.1 16-20 46.8 i 50.7 62.4 , 51.: - 55':4 6%5 21-30 50.2 54.4 66.9 I. 554..i 5,9 4 73Ir' 31-40 52.8 57.2 70.4 57.8 • %2 77.1.. 41-50 54.9 59.4 73.1 , 60.0 65.0 80.2 51-60 56.6 6L3 75.5 61.9 67.1 82.9 LOCATION MIAM:I-DADE COUNTY GENERAL NOTES: i• THESE TABLES ARE APPLICABLE ONLY TO CALCULATE 7-LE WL\ioLCAD FOR COMPONENTS AND CLADDING (HURRICANE SHUT-.RS• VdiNDO'WS AND DOORS) APPLICABLE TO ASPECFIC PROJECT. THE CONTRACTOR MtJST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY Y+,'trH THE EXISTING CONDmON AND THiS FNFORMAT1ON BE VERIFIED BYTrhE CiTYAUTHORI T TES. 2- PI FASE NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BYTHIS E\� iGiNEER THE SIGNATURE AND SEAL. INDICATED ON THIS DRAWING IS ONLYAPPLiCABLE TOME. GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE E CONDt-iiON IS NOT COVERED SY THE TABLES OR A srrs. SPECIFIC EVALUATION IS REEQUiRED BY THE CITY OFFICIALS. 4. EXPOSURE 3 (Section 26.7.3) - Urban, suburban and wooded areas and osiar terrain with nunerous dosey spaced obstu ion having the sae of single family dweltngs. For bu•:iding 30ft axposu a 3 prevails in the upwind direction for a dlslance grew than 1500 It For bolding > 308 exposure B prevails in the upwind direction for a distance greaser than 2000 ft or 20 times the bolding height. wicheveer is greater. Based en the P80- HVHZ, use Exposure C when building is Icated in Exposure 3 5- EXPOSURE C (Section 25.7.3) - Open terrain van scattered obstuctions with heals less than 30', open country and grasslands. Exposure C will sooty when exposure D and 3 do not apply. 6- c"Y. rPOSURE D (Section 20.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind directon for a distance greater than 5300 3 or 20 limes the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED -All glazing shall be impact resistant glaz)ng.or protected with an impact resistant covering. 8- ULTIMATE E WIND SPEED - V=170 MPH. 175M,PH 9- TOPOGRAPHIC FACTOR Kzt=1- (FLAT TERRAeJ) ' 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Direc8onalfty Factor) • 1f-TRIBUTARYAREA:10SQF •• .• •'• • • • ••• • • • • • • • • • • • •• \'a 1 1pst* U & 'Fr ` CI .., . ' 12• EDGE STRIP (a): Ina smaller of 10% of the least horizontal dimension or 40% of the Mean roof helghL but not less than the IargeQf 4 gf'+,° es leasthorteonte Simonton or 3 rt . Q- ; • �c�`3' •• CC* 0: �14(3 _. Z Rz_, S.Gp. Cr.) YiYN RG0F terarr a<=BWx0.1 ora<=hx0.4 BW less or equal 8rn BL a mist not be less than a = 3 feet ore= 0.04 x BW mp.W. GA(4_(, ))3 rAteik-A\ Miami Shores Village APPROVED BY tZONtNG DEPT P..9_DG DEPT IiiJl (;1 JO (;(MI'l LANCE WITH ALL FEDERAL AI; AND (;01;^J I Y HUI FS AND (TFONI Al1ONS • • • • •• • •••• • • •••• ••• • •••• •• • • • • •••• • • �h •• •• VA ••••ui • ) • • • • vp •• • •• •• • ••• • ••• • •• •• • • • • • • • • • • • •• • • R R W Building Consultants, Inc. W B C Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ofAuthorizalion No. 9813 Product Evaluation Report Report No.: Date: FL-15210.1 April 23, 2015 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Plastpro, Inc. 5200 W. Century Blvd. Los Angeles, CA 90045 Phone 440.969.9773 Smooth / Wood Grain / White Wood Grain Rustic 1 Mahogany Series 0 Fiberglass Door Inswing/Outswing - "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section i tb 1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and include • Wind Zone 4'a's'defined ii ASTM E 1996 and Section 1609.1.2.2 of the FBC. • ' "' 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck Gnaw construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analsjg py a licer e.d enginedr•vG •: • • • • • • • • •• 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water irffdttation • • requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations•protecTed by Ag p6eOiang qq canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. •• • . • • • Testing Laboratory •' Shined br • 1• Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Doldan, P.E. • • registered architect. • • • • Supporting Documents: 1. Test Report No. TEL 01390365 ETC-05-255-16776.0 ETC-06-255-17412.0 ETC-07-209-19303.0 Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98, 638-03, 1929-96 & 2843-99 2. Drawing No. Prepared by No. FL-15210.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ETC Laboratories ETC Laboratories • Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. • • • • Lyndon F. Schmidt, P.E. FL PE No. 43409 4/24/2015 • Sheet 1 of 1 Drawings \F1-15210( R\Clients \Plastpm, Inc PERMANENT\ Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed \C • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • • • • •• •• •• •• • • • ••• • • • • • • • • • • ••• •• • • plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 • • • ••• •• • • • ••• • •• • •• • • i ••• • • •• • • • • • • • • • • • • • • • •• 37.50" MAX. OVERALL •• • ••• • • FRAME WIDTH • • • • • • Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING 'IMPACT' GENERAL NOTES • • • • • • • • • • 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. Al other configurations do not meet the water infiltration requirements for the "HVHT' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEER DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross section 4 Vertical cross sections 5 3-point lock details 6 3-point lock details 7 Buck and frame anchoring 8 Components 9 Bit of materials • • • • • • • • • 82.0" OVERALL FRAME HEIGHT - INSWING • • 81.13" OVERALL FRAME HEIGHT - OUTSWING \ / / \ / \ / 9 X o \ / / ' SWING MAX. FRAME DIMENSION DESIGN PRESSURE(PSF) "' POSITIVE NEGATIVE INSWING 37.50" x 82.00" +75.0 -75.0 OUTSWING 37.50" X 81.13" +75.0 -75.0 See sheet 2 for hardware design pressure limitations i§ 3 0 0 >m Wc: 02/16/ 2 sue: N.T.S ow. Ern JK cm. Ern LFS DRAWING NO.: FL-15210.1 SHEET 1 OF 9 • i m • a i 0 0 m rc N 0 N 0 R\Clients\Plastpro, Inc PERMANENT\ Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings \FL-15210 (2014)\FL-15210.1-6.dwg, 2.1 HINGE STILE (LVL) 35.75" MAX OA. WIDTH / \ x DOOR PANEL Plostpf Fiberglass • • • • . . , • • • • ••• • • • **so • • ••• • • • ••• •• •• • • • •• .• • • • • • • • • • • . • • • • • . • • • • • • ••• • • . • • •• • • • . • • RAs • • . • • • ': 6 W 000000 T.Z • INTERIOR °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE • • • ••• • • • • • LATCH STILE (IVL) •• • • • •• .n• CAP (PVC) • HARDWARE TA/IE MANUFACTURER MODEL MktRESIGN PPRESSESSORE MEOWDEADSOLT: 10101: SIGNATURE SERIES SIGNATURE SERIES OM 75 SCNIAGE KNO1: 7" SERIB (F51) DEADBOLT: 'TI' SERIES (160/42) ± 75 PAMEX LEVER: MSS SERIES DEADSOLT: FD7 SERIES ± 7S HOPPE MULTI•POINT LOCK: 3-POINT TONGUE ± 50 W & F MULTI•POINT LOCK: TRILAINIUM'3000' SERIES ± 75 See sheets 5 and 6 for multi -point lock details. 1111111s*.ru ,,. • • • • KT • ' i * )/_—_,. tL' n i1Y O• ''•.,'', •11*11111." :t`` O iioZ Ud6 E U o Z c1 ` Z U TOP RAIL c (COMP.) INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.125" MIN. THK.)�` BOTTOM RAIL (COMP.) EXTERIOR 22 VERTICAL CROSS SKITON 2 0 08 V) a0 0 K a 0 DOOR PANEL DETAILS •m zz DATE:02/16/ 2 scALE: N.T.S DWG. BY: JK CHK. ay: LFS DRAWING NO.: FL— 15210.1 SHEET 2 OF 2 i m a 0 N 0 N R:\Clients\Plastpro, Inc PERMANENI\Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed \[ - Drawings \FL-15210 (2014)\FL-15210.1-6. 00 I•� x / / e vO / / 00 EXTERIOR lO3 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved INTERIOR EXTERIOR • • ••• • • • ••• •• •• • • •• • •• •• • • • • •• •• •• • • • •• • • • • ••• •• • •• • • • • • • • • • • ••• • •• •• • • ••• • • • ••• • • • • • • OOOOO • •• • • ••• • • • • • • •• O 0 HORIZONTAL CROSS SECTION Shown w/1Xsub-buck • • 1.1 /46MIM. ••EMB. (re..) • • • • • 0.15" C'SINK (TYP.) INTERIOR ° EXTERIOR 0 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 1-1/4" MIN. EMS. (TYP.) o• U 8 z 0 a HORIZONTAL CROSS SECTIONS UPDATE TO 5T1-I ED. (2014) FBC LJ a 0 z DATE, 02/16/ 2 SCALE: N.T.S. DWG. BY: JK CHIC SY: LFS DRAV NG NO.: FL-15210.1 SHEET 3 Or 9 0 0 0 0 0 N nc PERMANENT\ Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings \FL-15210 (2014)\FL-152 i EXTERIOR INTERIOR °VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR 0 00000 i n • 33 VERTICAL CROSS SECTION 4 Outswing configuration 0 EXTERIOR • • 000 • • • • • • • • .• • • • • •. . • • • • •• •• •• • • • •• • . •• •••• •• • •• • • •• •• • •• •• • • • . 000 • • • • 000 • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • a • d • • • • • • - 1 •° • • 000 - • • • • • • • • • • • • • • • 0410 • • •• • • • • 4 f 0/. 111 00 0 EXTERIOR INTERIOR INTERIOR VERTICAL CROSS SECTION q Shown w/1Xsub-buck CIVERTICAL CROSS SECTION Shown w/ ADA threshold EXTERIOR INTERIOR 0 IPA RV 0 • %i a 4 ° 4 a • d 44 VERTICAL CROSS SECTION q Inswing configuration a 0 za 0 CA CC J CO W N a. CROSS SECTIONS UPDATE TO 5TH ED. (2014) FBC mQ no .0 Z MOE:02/16/ 2 scv.E: N.T.S DWG. ar: JK CHK. er: LFS Z 0 DRAWING NO.: FL-1521 O.1 SHEET 4 OF 9 z z m 0, o D lV 0 N 5210 (2014)\F1-15210.1-6.dwg, 5.1 rn a 15210 HVHZ Fiberglass - Impact Opaque and Glazed\ 8 z z e t • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • • ••• • •• • • • • • • 0 OHOPPE MULTI -POINT LOCKSET 3-Point longue" 1 23 MUL1I.POINT STRIKE PLATE MANUAL RAISED TONGUE GEAR SYSTEM • • • ••• • ••• • • • • • • •• • ••.•• ••• • • • • • •• • ••• •• • • • • • • •• • • • • • • • ••• • ••• • • \```OOOtO.g MINI I// �_�m., • • • IIIIIIIII.. .. ":.� M • • • V N •; • •• • • • • • ••• •• 2X BUCK 1X BUCK 2X BUCK T1XBUCK �{ 1.r f� O co YS LATCH AND DEADBOLTSTRIKE PLATE Tongue system 2X BUCK 1X BUCK STRIKE JAMB 0 oo. . moa c= 0 Ira V 0 a Ci 0 O o cr sco Sw m Cr 0 a. 3—POINT LOCK DETAILS UPDATE TO 5TH ED. P0141 FBC z z CAM 02/ 16/ 2 SCALE: N.T.S CAM. BY: JK cHK. sr: LFS DRAWING NO.: FL-15210.1 SHEET 5 OF 9 rn z 0 cc 5210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Ora R:\Clients\Plastpro, Inc PERMANENT\Florida Product Approval • • ••• • • • ••• •• ••• •• •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• •• • •• •• •• • •• ••• • •• •• • • ••• • • • ••• • ••• • • • • • • •• • • • • • • • •• • • • • •••• • • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • 2X BUCK 1X BUCK W & F Triennium 3000 SERIES 3 pt. Lock STRIKE JAMB DETAIL OOOO • N• g Z ° U �M1 C i m C W ° c° oz I W moo_ PART OR ASSEMBLY: 3—POINT LOCK DETAILS co Z 0 m O Z DATE 02/ 16/ 2 SCALE: N.T.S. DWG. BY: JK OW. BY: LFS DRAWING NO.: FL-15210.1 SHEET 6 Of 9 201 2 R.W. Bu,c01NG Impact Opaque and Glazed\C - Drawings \FL-15210 (2014)\FL-152 2 2 • • • •• • • • • • • • • • ••• • • • ••• • •• • • • •• • • • •• •• ••• • • •• • •••• •• • •• • •• • •• •• • ••• • •• •• • • ••• (TYP.) — MASONRY OPENING 2X BUCK 4�N wolawolao TYP. HEAD & JAMBS Immo • • ° \ BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, odditional concrete at f �a may be required to ensue the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR M1N. MIN. CLEARANCE MIN. CLEARANCE TYPE 312E EMBEDMENT TO MASONRY EDGE TO ADJACENT" ANCHOR rrw TAPCON• 1/4" t-1/4" i 4" ELCO ULTRACON• 1/4' 1-1/4" 7 d" I1YY • TAPCON B /Id " 1-1/4 3" 1-1/T I WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance.1" end distance, & ,"o.c. spacing of - wood screws to pevent the spitting of wood. STRIKE JAMB • • • • • • • • OOOOO • • • ••• • ••• • • •• •• • • • • • • a• • . • •.•• a •. SEE HINGE DETAIL (TYP.) • • • •• • •• MASONRY OPENING FRAME 2X BUCK ••• •• • 6" • YP•1 • • •• ••• • • • • • •• 2X BOCK •• • ••• BLTtt• TYP. HEAD & JAMBS ADA SILL ONLY •• • • •• 4 51 CO 2X BUCK Q 1;_ 0 XBUCK© 11-8 FRAME ANCHORING Masonry construction 1 X BUCK 2X BUCK 1 X BUCK 2X BUCK 2X BUCK I X BUCK LATCH 3 DEADBOLT DETAIL HINGE DETAIL Inswing J to I HINGE JAMB I X BUCK 2X BUCK (1( ` i iHk, „,,,,fir HINGE DETAIL Outswing U 0 a BUCK AND FRAME ANCHORING 0 O W 1) 0 a 0 4n �O1 n _0 z GATE 02/16/ 2 scam N.T.S oWG. a+: JK CHK. BY: LFS DRAWING NO.: FL-15210.1 SHEET 7 OF 9 a 03 e 5 ri 0 a e z a 2 0 Impact Opaque and Glazed\C - Drawings\FL-15210 (2014)\FL-15210.1-6.dwg, 8.1 R1Oients\Plastpro, Inc PERMANEN7\Florida Product Approvals\FL-15210 HVHZ Fibergla • • ••• • • • ••• •• •• • • • •• •• • • • • •• • •• • • • • • • • • ••• • • • • •• •• • • •• •• • • • . ••• • • • • •.• OUTSWING THRESHOLD 30 DLP (Q0SR) 32 OUTSWING THRESHOLD 01P (QOSH) 47)1 OUTSWING THRESHOLD Enduro (Z-Series) 5.625" 7 6 INSWING THRESHOLD 3Endura CZ -Series) rti)OUISWING THRESHOLD Columba High Darn (581) OUISWING THRESHOLD 31 Columba (575) OINSWING THRESHOLD Columba 4.56" • • • ••• • ••• • • • • • • • • • • • • • • •• • • • • • 000 • • • • • • • 4.5� • • lb + I • • • • ••• • • • • • .• • . • • • • • • • :A. • •• • . • . 2.13" -- • Molt FIBER JAMB Plaslpro 4.56" I-� 2.36" 2.7' OWOOD JAMB OWEATHERSTRIP Endura Force 5 PE650 4.56" o. • 2.088" —+- O ODOOR BOTTOM SWEEP 37 INSWING THRESHOLD 29 ADA THRESHOLD DtP () DLP O C a z 8 CO CO EL 9O K Q a COMPONENTS m m UPDATE TO.5TH._ED. (2074) FBC In n O ..O Z GATE: 02/16/ 2 SCALE N.T.S DWG. er: JK cHK. BY: LFS DRAWING NO.: FL-15210.1 SHEET 8 or 9 n • o • 3 a N 0 N 5210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings\FL-15210 (2014)\FL-15210.1-6.dwg, 9.1 RAClients\Plastpr , Inc PERMANENT\ Florida Product A • • ••• • • • ••• •• •• • • • •• •• • • • • •• • •• • • • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • ••• Bill OF MATERIALS fEM • DESCNETION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1 /2" PFH WOOD SCREW STEEL M #8 X 1-1 /2" PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT 'TONGUE" MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10 X 1-1/2" PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL • • • ••• • ••• :' *.. .. • • • • • • •• • ...�,: • • • • • • •• • • • :' •:,"cs NQ • •• • • • • • •• •• • • • • • • • • o40 tL •• • • • • • ••• ••• ti e I- :: : .:: z g 0 N1' � mmaa0 °a pL az ik BILL OF MATERIALS ,m UPDATE TO 5TH ED. (2014) FBC >a „o Z DATE: 02/16/ 2 SCALE: N.T.S z 0 En DWG. BY: JK CH( a;: LFS DRAWING NO.: FL-15210.1 SHEET 9 OF 9 15210 (2014)\F1-15210.1-6.dwg, R.Clients\Plastpro, Inc PERMANENT\ Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact 0 L plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHT' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross section 4 Vertical cross sections 5 3-point lock details 6 3-point lock details 7 Buck and frame anchoring 8 Components 9 Bit of materials •• • • • • •• • •• • • • • • • ••• • 37.50' MAX. OVERALL FRAME WIDTH 82.ff OVERALL FRAME HEIGHT - INSWING z Z 0 0 0 / C \ / \ / 9 X o \ \ / II • • • • :WV: • • • i • MAX. • • PRAME• DIA%EIrSIC:N DESIGN PRESSURE (PSF) • •P9SIfIVE NEGATIVE • • • INSWING x +75.0 -75.0 82.00" r • ••37.50" • • OUTS IP • •• x : 4 f5:0 -75.0 • • ,: • 81.33' •• • • 0 U8 zo o am re a m 0 m UPDATE TO 5TH ED.(2014) FOC rn z 0 rn cccc 0 0 0 z GATE: 02/ 16/ 2 Svc: N.T.S. DWG. BY: JK OHK. or: LFS DRAWING NO.: FL-15210.1 SHEET 1 OF 9 • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • 0 0 ii m a m 35.75' MAX O.A. WIDTH ICI x e ODOOR PANEL Flberylass °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE HARDWARE TAME MANUFACTURER MODEL AWL, DESIGN PRESSURE (KF) KNOT: SIGNATURE SERIESKVIIKSET DEADIOLE SIGNATURE SERIES (N10) ± 75 SCNtAGE KNOB F SERIES (F51) DEADKOLT: 'tY SEPSES (If0162) ± 75 ?AMEX LEVEL FLU SEEEE DEADSOIT: FD7 SERIES ± 75 HOPPE MULTI -POINT LOCK: 3-POINT TONGUE ± 50 W & F MUL11.POINT LOCK: TIR9FNNM'3000' SERIES ± 75 See sheets 5 and 6 For multi -point lock details. • • •• • INTERIOR TOP RAIL \(COMP.) EXTERIOR FOAM CORE (POLYURETHAN s .) � 1.9 PCF MIN: FIBERGLASS SKIN (0.12S MIN. THK.)�` • • •• • •• ••• •• • • • •• • ••• • ••• • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• . • • • • BOTTOM RAIL • (COMP.) -_ VERTICAL CROSS SECTION CD D-ED 0 DOOR PANEL DETAILS UPDATE TO 5TH ED. (2014) FBC co 0 rn cece rn 0 0 0 z DATE 02/16/ 2 SCALE: N.7.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15210.1 SHEET 2 OF 9 4100 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 410 • • • • • • • 410 ••• • • • ••• • • 201 2 R.W. 6UILDIND CDNsuLTANTO INC. 00 4 4 9 X "O 00 EXTERIOR 3 lO HORIZONTAL CROSS SECTION shown - Inswingalso o en < 33 HORIZONTAL CROSS SECTION 3 Shown w/ 1X sub -buck •• ••• • • • • • • •• • • • • • 0.15" CSINK nYP•) INTERIOR •• ••• •• • • • •• EXTERIOR • ••• • ••• a 0 • ' �2 $ HQRs;o AL CROSS SECTION • • • • • \ J • • • • • • • ••• • • • also aPprwed •• • ° • ° 1-1 /4" MIN. EMB. (TYP.) 2 D. 03 HORIZONTAL CROSS SECTIONS UPDATE TO 5TH ED. (2014) FBC 0 cc 0 0 O Z DATE: 02/16/ 2 SCALE, N.T.S. DWG. BY: JK umc ar: LFS DRAWING No.: FL-15210.1 SHEET 3 OF 9 ••• • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z 4 0 m z s 0 N R:\Clients \Plastpro, Inc PERMANENT Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings\FL-15210 (2014)\FL-15210.1-6.dwg. 4.1 EXTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION Out4 asapprwIng ed EXTERIOR INTERIOR CIVERTICAL CROSS SECTION Outswing confirguration 4 4 wri INTERIOR O VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck 55 VERTICAL CROSS SECTION q Shown w/ ADA threshold 00 EXTERIOR INTERIOR VAMP \�I , 1"7 j • .• •A • • •••all • • • •.•••• • • •• • a• • ••c• . . • • •• • a• •• •:l• • . •• • .••, e • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • 4 VERTICAL CROSS SECTION configuration 4 0 z NNtt a m U O a VERTICAL CROSS SECTIONS UPDATE TO 5TH ED. (2014) FBC 0 0 z DATE:02/16/ 2 srUE: N.T.S. DWG. BY: JK cwc Err: LFS DRAWING NO.: FL-15210.1 SHEEr 4 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R1Oients\Plastpro, Inc PERMANENT\ Florida Product Approvals\F1-15210 HVHZ Fiberglass - Impact Opaque and GIazed\C - Drawings\FL-15210 (201 OHOPPE MULII•PO►M LOCKSET 3PmIn1 "Tongue. IS MUM -POINT MIKE PIATE MANUAL RAISED TONGUE GEAR SYSTEM • • • • • •• • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • O Lug? AND *pathsp}kgittrE • • • • ••• •• TGnii•sW1em• • • • •• • • 2X BUCK 1 X BUCK 2X BUCK I X BUCK 2X BUCK 1 X BUCK STRIKE JAMB k• : 5 % o g ,. i 9c ; _ =z "%„7-. .............. , g.; :: il \\i'7 ate '.. t .41§ 5 lie fa cc z am O. 3—POINT LOCK DETAILS UPDATE _T0_.5TH_ ED._(2014) FBC W 0 0 z DATE: 02/ 16/ 2 WALE: N.T.S. DWG. BY JK GHK. BY: LFS DRAWING NO.: FL-15210.1 SHEEP 5 OF 9 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• RKlients\Plastpro, Inc PERMANENT \Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque and Gland\C - Drawings\FL-1S210 (2014)\FL-1521 W & F Triennium 3000 SERIES 3 pt. Lock 2X BUCK •• ••• • • •BpC�/� • • • • • ar • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • •• • STRIKE JAMB DETAIL 0 0 8 Q.0 Q. or W CO O a PART OR ASSEMBLY: 3—POINT LOCK DETAILS a 0 O Q d R n� z DATE. 02/16/ 2 SONE N.T.S. DWG. a*. JK o*. o LFS DRAWING NO.: FL-15210.1 SHEET 6 OF 9 N z O FT) cc 201 2 R.W. BUILDING CONSULTANT ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • RiClients\Plastpro. Inc PERMANEN1\Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed - 4" (TYP I ammeboom MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS Immo BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the cameo may be °gusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar Joints. additional concrete anchors may be required to ensue the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY MIN. CLEARANCE TO ADJACENT ANCHOR my TAPCON• I/4. 1.1/4' T 4' ELCO ULTRACON• 14' / 1.1Mir1' 1' Trw . TAPCON 3/111' 1.1/4 r 1-1/T WOOD SCREW INSTALLATION NOTES: Maintain a minimum sir edge distance, r end distance. & ' o.c. spacing of wood screws far prevent the spitting o/ wood. SEE HINGE DETAIL (TYP.) STRIKE MAR 2X BUCK O -41 . .—� • 1XBUCK© G. FRAME ANCHORING Masonry construction IX BUCK �UCK• • • 2j(BU 1Y• • • • • • BIFK• • • • • • • • •• 2X BUCK 11 !DICK • • • • • • •• • • • • •• • • • • • • • • • • HINGE DETAIL Inswing ..t NON-. HINGE JAMB 1X BUCK 2X BUCK HINGE DETAIL Outswing z 0 Lal U a m _O L h cc a `Z.LJ n0 O Z DATE: 02/16/ 2 saLE: N.T.S. DWG. BY: JK CHI. BY: LFS DR WIINC NO.: FL-15210.1 SHEET 7 OF 9 ED. (2014) FBC • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• R \Oients\Plastpo, Inc PERMANENT\ Florida Product Approvals \FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings\FL-15210 (2014)\FL-15210.1-6.dwg, 8.1 OUTSWING THRESHOLD DLP (QOSR) OUTSWING THRESHOLD OLP POSH) 5.67 OUTSWING THRESHOLD 33 Erdura (Modes) iINSWTNG THRESHOLD Erdura (Z-Serbs) OUTSWING THRESHOLD Columbia High Dam (581) 3oWWSWINc THRESHOLD 1 Columbia (575) 5.63" rco\INSW/NG THRESH= Columbia 4.56" INSWING THRESHOLD 37 DIP (aa) 0 7� j 2.44" 4.56" 2.13" OPOLY NBER JAMB Haslpro 4.56" ti f--- 2.36" I 2.2" -- OWOOD JAMB OWEATHERSTRIP Endura Farce 5 ••• • • • • • •• PE650 0 0 2.088" -- O_DOOR BOTTOM SWEEP • •• • B • 4.56" • • • • • • • • • .DA THRESHOLD • • • • • • • OLP • • • • • • •• • • • • • • • • ••• • • • •• • • • •• 0 U 0 C O a. a PART OR ASSEMBLY: COMPONENTS UPDATE TO 5TH ED. (2014) FBC z 0 ce in 0 z DATE: 02/16/ 2 Scup: N.T.S. DWG. BY: JK CHIC er: LFS DRAWING NO.: FL— 15210.1 SHEET 8 or 9 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15210 HVHZ Fiberglass - Impact Opaque and Glazed \C - Drawings \FL-15210 (2014)\FL-15210.1-6.dwg R\Clients\Plastpro, Inc PERMANENT\ Florida Product Appr RILL OF MATERIALS r1EM • DESCRmmat/ MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4" X 3-3/4" PFH ELCO OR f1V1 CONCRETE SCREW STEEL H 3/16" x 3-1/4" PFH fTW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR I1W CONCRETE SCREW STEEL L #8 X 2-1/7 PFH WOOD SCREW STEEL M #8 X 1-1/7 PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT 'TONGUE' MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10X 1-1/7PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL • • • ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • It • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • •• • Ci p Z G am z U 0 a PART OR ASSEMBLY: BILL OF MATERIALS UPDATE ._TO__STH__ED. _.(2O.14) FBC v.) z 0 f/1 0 z DATE 02/16/ 2 a•'r. N.T.S. DWG. By: JK CHIC ev: LFS DRAWING NO.: FL-15210.1 sim 9 Of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z 0 m a N 0 N