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WS-18-2066Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm Permit NO. WS-8-1 8-2066 ■ Permit Type: Windows/Shutters Iork Classification:: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/2/2018 Expiration: 01/29/2019 Parcel Number Applicant 1269 NE 94 Street Miami Shores, FL 1132050100080 Block: Lot: THOMAS SIMS Owner Information Address Phone Cell THOMAS SIMS 1269 NE 94 ST MIAMI SHORES FL 33138-2946 (305)751-0321 Contractor(s) UBALDO BLANCO Phone Cell Phone (305)219-5717 (305)885-8083 Valuation: Total Sq Feet: $ 14,000.00 0 Type of Work: REPLACING 14 WINDOWS AND 1 DOOR FOR No of Openings: 15 Additional Info: REPLACING 14 WINDOWS AND 1 DOOR FOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $8.40 $3.75 $2.50 $2.80 $250.00 $9.00 $11.20 Total: $287.65 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68417 08/02/2018 Check #: 14245 $ 287.65 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issua.•e to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stri nformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I -; /' --sponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTR P AL ING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. Jo ;lip Authori ed ' a 'e: Owner / Applicant / Contractor / Agent OWNERS AFFID construction an IT. erti nthe that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating rmore, I authorize the above -named contractor to do the work stated. August 02, 2018 Date Building D partment Copy August 02, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)75641972 Inspection Number: INSP-309611 Scheduled Inspection Date: August 08, 2018 Inspector: Naranjo, Ismael Owner: SIMS, THOMAS Job Address: 1269 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: UBALDO BLANCO Permit Number: WS-8-18-2066 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)751-0321 Parcel Number 1132050100080 Phone: (305)219-5717 Building Department Comments REPLACING 14WINDOWSAND 1 DOOR FOR IMPACT RESISTANCE Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Infractlo Passed Comments INSPECTOR COMMENTS Inspector Comments False August 07, 2018 For Inspections please call: (305)762-4949 Page 8 of 19 BUILDING Miami Shores 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 RECEIVED AUG 02 2018 �Q IC FBC 20 1`9 �► Master Permit No. `' S t - 2.0 (C1 PERMIT APPLICATION Sub Permit No. 'BUILDING I I ELECTRIC ❑ ROOFING ❑ REVISION fj PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: \2_�) City: Miami Shores Folio/Parcel#:',�"��'Q-� �� Cy - Z14.4" County: Miami Dade ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder : Address:QQe-�e'1 ��• City:'`-" 1 m'Y71 NO NI Flood Zone: BFE: FFE: State: phone; ``) Tenant/Lessee Name: Phone#: l-mail: CONTRACTOR: Company Nam 6:).��d v� �N� Phone# -- Address. 21-- -7 L�d,4- 2 %sF- )rtCit /. `? 'D` State: Zip:�1 ,.. bbk n DN Phone#t c�ek'C _� Qualifier Name: � e..� State Certification or Registration #: C (04 lZ 3G Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ ) '00 Square/Linear Footage of Work: Type of Work: 1 Description of Work: Addition ❑ Alt era ti i ❑ New (\CDIS Rep Replace Zip: ❑ Demolition Specify color Submittal Fee $ Scanning Fee $ of color thru tile: 9 11 • 20 Training/Education Fee $ • 86 Double Fee $ Bond $ TOTAL FEE NOW DUE $ Zp 7 • F • b S echnology Fee $ Structural Reviews $ Permit Fee $ 2So CCF$ e • ,v Radon Fee $ 2 .50 DBPR$ 3:1S CO/CC $ Notary $ \.)\c,,c--, Bonding Company's Name (if applic ble) Q� Bonding Com any's Address City \� State Zip IVlortgage 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, I-URNACES, 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 i he foregoing instrument was acknowledged before me this The foregoing instrument �)1 day of, ' ,20\ , by Z _ da of ----fr-)U- , who is personally known to V Signature me or who has produced identification and wh. •id take an oath. NOTARY 'MOM—% Si•n Pri Scal: as 'r 1*aYooB-., IVETTE RODRIGUEZ :° • �� Notary Public • State of Florida Commission # GG 222103 or A.a ' My Comm. Expires May 24, 2022 Bonded through National Notary Assn. * APPROVED BY * * 2/ mac' CONTRACTOR w s acknowledged before me this 20)—,by , who ' personally known to me or who has produce identification and who did take an oath. NOTARY PUBL Ar Sign: Pri Seal: as 'o, ,••. IVE •DRIGUEZ i° •�`�� Notary Public . State of Florida • o` Commission # GG 222103 .„oil°°,' My Comm. Expires May 24, 2022 Bonded through National Notary Assn. ******************* ****************** Plans Examiner Zoning !U,,.,;, ...U» hn /gym AI Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3205-010-0080 Property Address: 1269 NE 94 ST Miami Shores, FL 33138-2946 Owner THOMAS J SIMS &W WENDY Mailing Address 1269 NE 94 ST MIAMI SHORES, FL 33138-2946 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,411 Sq.Ft Living Area 1,858 Sq.Ft Adjusted Area 2,129 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $337,500 $337,500 $314,250 Building Value $164,998 $154,352 $155,587 XF Value $2,107 $2,136 $2,165 Market Value $504,605 $493,988 $472,002 Assessed Value $162,899 $159,549 $156,268 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $341,706 $334,439 $315,734 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOT 9 LOT SIZE 75.000 X 125 OR 11780-1287 0583 1 Generated On : 7/5/2018 Taxable Value Information 2018 20171 2016 J County Exemption Value $50,000 $50,000 $50,000 Taxable Value $112,899 $109,549 $106,268 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $137,899 $134,549 $131,268 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $112,899 $109,549 $106,268 Regional Exemption Value I $50,000 $50,0001 $50,000 Taxable Value 1 $112,899 $109,549! $106,268 i Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/1983 $132,000 11780-1287 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimerasp Version: https://www.miamidade.gov/propertysearch/ 7/5/2018 iVliami Shores Village 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). Acknowledgement: kc6 Ac,D Pqc uali ' - r/O ner Signature Date Print Name UBALDO BLANCO,G,C,INC 437 GOLDEN ISLES DR,#8-F CELL # 305-219-5717 HALANDALE,FL,33009 LICENSE #CGC047289 LICENSED & INSURED DATE:1 STATE OF J \' ' COUNTY OF BEFORE ME THIS DAY PERSONALLY APPEARED v�� ' C0WHO,BEING DULY SWORN, DEPOSES AND SAYS: THAT HE OR SHE WILL BE THE ONLY PERSON WO KING ON THE PROJECT LOCATED AT: \\ t1/4-J\ ;z,-.4)N ()QavFLI ctor signature SWORN TO (O AFFI MED) AND SUBSCRIBED BEFORE ME THIS` DAY OF-3 ovi) ,20�, BY PERSONALLY KNOW OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODU�\" 2- print,type or stamp name of notary . •""r'6•• IVETTE RODRIGUEZ r : Notary Public - State of Florida �' oz Commission # GG 222103 �.foF.4.` My Comm. Expires May 24. 2022 Bonded through National Notary Assr.. i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at ]east 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of o-orkers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade �s The for -going was acknowle e beffs ore me this- 1 day of�� 7 , 20 1 - 9 liv I cTJ ' )' ,S who is personally known to me or has produced as identification. Not ary. Bonded t ry Public - State of Florida mmission # GG 222103 m. Expires May 24, 2022 rough National Notary Assn. 43 Hi LI 4\ 1tiI13 - _)r7R(S) r; .SS: �Z,to4J Q4� C ONTRACT NTTO TOITHFIR?�HJ ENT BETWEEN: RIAUL Ati�F��T RRE &.r ONTRACTOR AGR ONTRACTOR'NOR :E OWNER FORAN r;SE WEATHER CO RUCTURAL MODIF D 11,NT THAT' THE 0 ERIALS ARE IN PLA fvNER SHALL PR DURACION'OF SIIiALL BE NO PE ♦RESULT OF A'DV O,_.LOWING ITEMS i az.\v2 ®vim SLEABORER;S WITH e� ES ALL'yWORK ,HA'LL ;.ONFORM01O,THE: F.O IS L"ABORERS� UR SU CONTRACTORSSHALL4 E ti ELD4'RESPONSIBLE I31 F f it ,. c m i 17, �j w d a£ I =t +` 9� 'DAMAGE.T,HA1�MAY AUS.ED'TOTTHE PROPPERTYtAS A RESULT O DITIONS�OR°OTH{ER ®3STACLE4S BEYOND;0UR'CONTROL. {GRE:EML-'. S"ClOMPLE T E.: ,I I,GI TY 4!: 1= PROJECjTED TIME := �A°RE�SOLE�RESF�Q�ISABILIT`' 7d PAGE =71r.7 ns k1 HOMEPHONE'# L. 3 !RO D`RIGUZ,THEWWINI54 ',* #� � � � fit.. RRED 4,4 T AS;714E 0 } N. IDA,BUILD;ING CODIE. CATIONSTO THE EXI tItVG#TRUCT(REfARE.i1NCL"W,DED{II' NER RECOGNIZE TH .T;ONCElANYaFHASE OFT,HE PROJEC E TH EY ARE N'C1 W TH °OWNERSRES�O.NSA't_tLiTY. IDETHE'CONT,�2`ACT HE PROJECT. ALTY FOR FAILyt2ET �,°COiVIP:U RSE'WEATHEReCOND 1IONwS; RE NOT INCL.0 QED"IN TH!'S AGR EMS NT AN t N T RACTOR SHALL PROVIDE ALL LA60 b599, 4 Se 1-� ► t (1Z-7 4 15 16-_ }-) 2,; 74EXA 18-.. s-1VZ,- -"Kb ? 19-_I ¥-i(2.-74-�/. , 20- _OWING ITEMS`A cs� r-t -MATERALS 70 CI y''s s� trKr _ru: 7 N .f ti PAGE�2 OI`; uHt!1INSTALtATION J= 116,, r34v►w x I BE'PAY; AS FO LOWS' e ANC_E;OF TNI OI EEM N , AYA lib! AL SUM OF THIS`'ROJECT IS'$ =POSITi:NON=REF ' NDABLE)'UPON ACI ,i�`1 8` 1 L C.. r_ FOR TFiE Swr OFt, ` :JNER SHALL BE R=SPONSIBLEtFGR COMt ,, N ENGINEERING AND SUBMI,TTALLiPF�(bCES E EFE; '1 I= a t • ,,_Af CE FOR THE SUM OF$7 :C ECT. (A RIES`A NE • sic azure • sicnarure YEAR'<SE6 date` date 33 - 4 t • 'GTORQUP'ON COMPL E • i1 0.1 4-Si?1-13-) wits te. gib tcf-c5-l2 RECEIVE AUG 218 evT"--"'ir?- Na \U\vc CJ CZ.©C'�Yl Ysimc.-V SUBJECT i'O CCMPI.IANCE WI 11-1 ALL F ERAL STATE AN Cr INN, f,iULS AND REGULATIONS -r).31-kcc33 `-szcv.? 1 • • • • • • • • •• ••• • • • •• • • ••• • •• •. • • ••• • • • • f/. •••• •• •• •• •• •••• •t • • ..i._ •_ . • • • •. • • • •• • • • • •• • •• •• ••• • •' • ••• • • • JiY1r-Drz_kcz§:3 c)41.-S-\-- 335�� r • .. . . . .. ... . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 000 • • • ... • • JV JiYr)\P`c‘Z-‘ \4CL_.--y\ca° .©k, r Jfkx • • • .. ••• ... ... .. • • • • • • • •• . • • • • ••••• • • ••• • •••••• • •••• ••• •• cIDs,� �►� sz)ac\-- \\)r% q_ 33 jam© Ncv4c-i> \ko,\0\ .......... . • .. .. .. . .. .... .. • • • •• • ... ••• • • • .. • •• • .... .. . • .. .... •• •.• •• • .. .. • ..•••• •••• • • • • • • ••• • • • • • • • • • • •• ...... • • •••• • • ••• • ...... • • .... .... • • ••• • • -1cf)(DS Ski. j • • • •• •• • • t • • •^ ••• • • •• • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • 1 • • • • ••• • • Address Mean Roof Height \5 Corner Distance Type- — Opening -Si e ec - rea— Zone- PreslPorm +Pies/NOA PresIForrr�__ _ gr A g -° 15�. 4 ; .� L. _% 8 4-°) ,S.6-5. % is �,:5 .o cs � -is O- .. ��_, _ 4-_. .;••• • .o: .• ••• l;•: • • • • • • • • •• • • NOA #- .• • • • '• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • i • • •• •• ••• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 Robert S. Monsour, P.E. FI # 1'1955 / 0006024 DESIGN WIND LOADS IN PSF. F R 175 FLORIDA BUILDING COD ASCE 7-10 WIND CODE Kd = .85 H WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures \. i Exposure D For the 175 mph Wind Zone CATEGORY 2.BLDG Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10) 20 30 40 50; ,") 60 1.00 - 0.95 0.92 0.89 70.88 ,._. - 0.86 ( -4 '9I2 46.7 45.4 44.5 ,' 43:8 43.2 , 20 51.3 49.0 47.6 46.7 ,,„ 45.9 45.3 25 53.2 50.8 49.4 48:4 --w.� ' `476 47.0 30' 55.1 52.6 51.2 501 \ j 49.3 48.7 40 57.9 55.3 53.8 52.7 ,„ / 51.9 51.2 50 60.3 57.6 56.0 ;m54.9`---' 54.p i 53.X....• 60 62.2 59.4 57.8 i_ 56:67 55.7.. • : 55.. _ . .. • Interior Zone (4 - Walls) Negative Pressures' ) 1 •••• ..,• Exposure D For the 175 mph.Wind'Zone CATEGOR.Y 2 BLb6.. Height (Maximum) Effective Wind Area (or, 3 -ributary Area) in Sqt Feet :•. •. 10) 20, f` /1,30"' 40 50;;;;eft -0.48 • 690 ;. : -0.96 . • -1.10 -1.05 N, (-,1.02 -0.99 CTO �33.11 -50.9- t '=49 6 -48.7 -47:9 .•. -4y.4 20 -55.6 =53.3/, ' -=52.0 -51.0 -50. g • . -48.7 • ; • 25 -57.7 -55:3'. -53.9 -52.9 -52.1 -51.5 30 -59.8 , -57.3 ' -55.8 -54.8 -54.0 -53.3 *40 -62.9// /';-60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4,.N 7 -62:7 -61.1. -60.0 -59.1 -58.4 60 767:5 , ,,` -64.7 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5 ,Walls) Negative Pressures Exposure D Fo)he 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum),_ ,,A Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 / /-1.40 -1.29 -1.23 -1.19 -1:15 -1.13 F. t' 5 . `---- ' 765. -61.1 -58.5 -56.7 -55.3 -54.1 </"20'N -68.7 -64.1 -61.4. -59.4 -57.9. -56.7 25 `,,) -71.2 -66.4 -63.6. -61.6 -60.1 -58.8 / 30 -73.8 -68.8 265.9 -63:8 -62.2 -60.9 N. 40 -77.6 -72.4 -69.3 -67.1 -65.5 -64.1 `„N 50 -80.8 -75.3 -72.1 -69.9 -68.1 -66.7 60 -83.3 -77.7 -74.4 -72.1 -70.3 -68.8 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, abut not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TART .AS ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABI.FS ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. � • . • .• . • Code, including the DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA) G'I' Indus rie , 1070 Technology Drive North Venice, FL 34275 COP . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economv 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 and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade Cpjity) reserve the right to have this product or material tested for quality assurance purposes. If tb.is prodw t. Df matet- 1... fails to perform in the accepted manner, the manufacturer will incur the expense coif•sucti testin .aad the AHJ. may immediately revoke, modify, or suspend the use of such product or materiallvithin their jarisdictitm• • • RER reserves the right to revoke this acceptance, if it is determined by Miami—DAd8raunty Product Conird..: Section that this product or material fails to meet the requirements of the applicable building oocle.� • This product is approved as described herein, and has been designed to comply, jtJ the F.lprid, i Bui1djut• • •• .. .. . .. DESC ON: Series "HR-710" Aluminum Horizontal Rolling Window—7.3>.I. • • APPRO OCUMENT: Drawi , nonzonoiler WittIgbW,'Impact", . sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared tv:manufaeturer, sigxed. •: and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPAC 'i ING: Large and Small Missile Impact Resistant. LABELING: . ach unit shall bear a permanent labe model/series, an noted herein. rer's name or logo, city, state, iami-Dade County Product Control Approved", unless otherwise 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 this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and 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 Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED 8/64 z. i 7 7 NOA No. 17-0411.06 xpiration Date: December 21, 2021 Approval Date: August 31, 2017 Page • .• PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, 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 % PVC sliding glass door, • a PVC fixed window and an aluminum sliding glass door, usttly Kodispace 4SG TP$ • • spacer system, Duraseal® spacer system, Super Spacer° NXTrR''s facer s'sfem EdgeTM spacer system at insulated glass, prepared by Fenestraton•Testitlg�,fboratQry, • Inc., Test Reports No. FTL-8717, FTL-8968 and FTbr-8410, dated • 11/16‘1Sf.' 06/07/16 and 06/02/16 respectively, all signed and sealed by1t1a1:this Ortegd'P.E. (Submitted under previous NOA No. 16-0714.13) • • . • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.94 2) Cyclic Wind Pressure Loading per FBC, 'T�rS� 203-94 • •. •• along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA No.06-0405.06) • orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 • E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmund() Largaespada, .... P.E. • . •. .... (Submitted under NOA No. 06-0405.06) ' •' '• ' . • ..• . C. CALCULATIONS • • • • • • • • • 1. Anchor verificatio - alculations and structural an : ysis, complying witIrt Uf't5th Edition (2014 . nd FBC-6th Edition (2017), date 03/31/17 revised on Q7/28/1•4 • •' prepared by 1nufacturer, signed and sealed by ,, nthony Lyz1it. Miller, P.E. • • • • 2. Glazing c• slies with ASTM E1300-09 • • ••• •• . D. QUALITY ASS NCE . . . • . .. . . . •• • . . . 1. Miami -Dade Department of Regulatory and Economic Resources (RER)... E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. • F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo L4tggespada, P.E. • • .. . (Submitted under NOA No. 06-0405.06) • • • • ••• • . . . •. . . . . C. CALCULATIONS .... .... . 1. Anchor verification calculations and structural analysis, comply ig with•FDC-5th Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 :alfct t.vised bn 67/28/l'7' • • prepared by manufacturer, signed and sealed by Anthony Ly4 ,tijler, 2. Glazing complies with ASTM E1300=09 D. QUALITY ASSURANCE • . . • . • .. .• • . •. . • •• •. • 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interiayers" dated 01/19/17, expiring on 07/08/19. • .• • . . . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC - 6tn Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rge M. Plasencia, P.E. Prod lct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under 1VOA No. 07-081 5. 09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance "HR-710" Aluminum expiring on 12/21/21. No. 16-0714.13, issued to PGT Industries fvr theiz'S�s Horizontal Rolling Window — L.M.I., appioied o449/01/16 and.; .... . . .... .. .. • .. . .... . . .... .. • •. . • .. • . . • . . • . . • orge M. Plasencia, P.E. Pr9 uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 . E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OP ON SHEET 2). LAMLCONSISTING OF (21 LITE OF 1/"' ANNEALED GLASS WW Tu e nan" PVFLINTERLAYE B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8"ANNEALED GLASS AND (1) LITE OF 1/8" HEAT - `GTHENED GLASS WITH A .090" PVB INTERLAYER. ONSISTING OF 2 1 • - - • _ S WITH A .090" " = INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16""ANN ° D GLASS WITH A .090" PVB INTERLAY IMPACT RATING I DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE SHEET 8 E. �� • • • • `EALED ` (1) LITE OF 3/18" HEAL s ENGTHENED GLASS WITH A .090" PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090' PVB INTERLAYER K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVBINTERLAYER. L 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness A #12, Steel SMS (Gr. 5), (min. of 3 threads beyond metal substrate) All Southern Pine (SG. 0.55) 9/18' 7/8" 1-3/8" 806345 Aluminum 3/8" 9/18" 1/8" A38 Steel oLGr, 33 Steel Stud 3/8" 9/18' 0.045" (18 Ga) \B " --- 1/4" Eko UftraCbn Jamb Hollow Block (ASTM C90) /4" h 1-v4 All Concrete (min. 2.85 kal) 1 ° 4" 13/4" u.ao/ r 1' 1-'4/8° 1/4" 410 SS Elco CreteFlex 0 All Southern Pine (5G = 0.55) 1" 1" 1-3/8" C 1/4" 410 SS Elco CreteFlex ® Jamb Hollow Block, (ASTM C90) 2-1/2" 8" 1-1/4" All Concrete (min. 3.35 ksi) 2-1/2" 4" 1-3/4" TABLE 2: Matedal Mln. Fr Min. F. Steel Bcrew 02 ka1 127 kal Elco UltreCon 6' 155 kai 177 ksi 410 SS Eleo CreteFlex ® 127.4 Nil 189.7 kat 6083-T5 Aluminum 18 kai 22 kW 8083413 Aluminum 25 MI 30 ksl A38 Steel 38 Its! 58 kai Gr. 33 Steel Stud 33 ka1 45 ksl • • • . • 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL BSEQUENT TABLES IN THIS APP VAL. 2) FLATHEAD ANCHORS MUST 14E #12'7RIMFIT4tEAs. • • • • OOOOO • • • • • •• • • •• ••• •• • • • •• CODES / STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), 8111 EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • 13001'I$ • • • • • �• AFBPA ND0615�OISWOODAONyTR:ICTiON •AL INUW DF• IGGN M U F� 1 • • ••AISIaSi00-12 • • • • • • • s •AIS• 380-10 • • • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 4 CORNER DETAIL 4 PARTS LIST 5 EXTRUSIONS 6 INSTALLATION 7 DESIGN PRESSURES 8 ANCHOR QUANTITY . 9-11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami-O 8 Product Con5rol 3/24/17: NEW LAYOUT, SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017• CHANGED ANCHOR TYPES aa8 iN M PPG 0 0 z w Me a•cp rR w 0 z x 0 re t n - O5 F- Z wme 0 x 'Iu "" 0 MOM ��•`` QNY'LYMN,,i ��' �cEtvsF'•.l` �� ' . No. 58705 �p i`r10NAl 1/1111 a N A. LYNN MILLER, P.E P.E.L 58705 1100 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • • • • • • 1/2" NOM. GLASS BITE 60.61,62 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) 1/2" NOM, GLASS BITE 66,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16' OR S/8" AIR SPACE 1B' OR 3/15-ANNEALED OR TEMPERED GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI S TYPES: A. SH6" LAMI - (1/8" A,.090" PVB, 1/B3 A S) " HS 7/16 LAMI - (3/16" A,.090` PV6.3/16" A) PVB, F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/18" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.). 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI 1/2" NOM. GLASS BITE STRUCTURAL P• YISOBUTYLENE W ' H DESICCANT (63.64,6) 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3/16- ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE BUTYL & DESICCANT FOAM EXT. GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3/16 ANNEALED OR HEAT STRENGTHENED GI ASR 7/16" LAMINATED 3/18 OR 1/4" AIR SPACE 1/8' OR 3/18' ANNEALED OR TEMPERED GLASS 13/18' NOM. 13/16" LAMI 1G GLASS W/ 7/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = KURARAY TROSIFOL• PVB INTERLAYER - (1/8" A,.090" PVB, 1/8" A) - (118" A,.090" PVB, 1/8" HS) (1/8" HS,.090" PVB, 1/8" HS) (3/16" A,.090" PVB, 3/16" A) - (3/16" A,.090", 3/16" HS) - (3/16" HS,.090", 3/16" HS) 5/16' NOM. SILICONE KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT, GLASS HOT -MELT BUTYL — 3/16" NOM. INT. GLASS 0 SUPER O SPACER®NXTT" ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS 67 DURASEAL® SPACER E3: DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE"" SPACER INT. GLASS Part# Description Material 85 Kommeding 4SG TPS Spacer System See this Sheet for Materials 86 Quanex Super Spacer nXT with Hot Melt Butyl 87 Quanex Duraseal Spacer 88 Cardinal )4 Edge Spacer REFEREPTCE TEST REPORTS: FTL-8717, 8968 & 897 •• ••• • • • • • •s i• • •• • • • • • ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mianf1-Product Control 3/24117, NEW SHEET W 0 >, 004 0 d' C) O ,J 0 z UUd Z v w pz• Q: z 85/ O 0 N 0 "aD Y co ,Te �+n J F w O C9 z_ O 0 N LL 0 N .au ADO A LYNN MILLER, P.E. P.E.958705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 27 3/8" MAX. DLO VENT 5 5;1E" MAX. DLO FIXED - s O WIDTH I.F. FRAME 111" . WIDT FRAME 57 3/8" MAX. DLO ALL FIXED UTES DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX. DLO FIXED C T 33 9/16" MAX. DLO VENT 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. 74' . WIDTH FLANGE FRAME FRAME DETAIL A - OX OR XO 27 3/8" MAX. DLO --A-{ VENT 27 3/8" MAX DLO FIXED t i 7. E X O X 85 7/16" MAX. WIDTH I.F. FRAME-+� 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •• ••• • • • • • •• • • ••• •• SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME •• • • • L • •• FLANGE FRAME • ••• ••• • • • • • • • • • • • • • ••• : • •• :VIkW D6-�• : : ••• (MAME'€ DF ��`R Cb1JST LTCTION} PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mlami-0a� Product Control 1 3/24N7: NO CHANGES THIS SHEET. 8 a"o 0 to K to Z w ew•D ELEVATIONS S 0 IL O cn tenig co Z 0 n K 2 e•t ONO mine • v}cENst .•tr * ; NO.58708 231�f4 ,,,7/ONAL iSs- A. LYNN MILLER, P.E. P.E.d 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MAX. HEIGHT FLANGE FRAME QA MAX. VENT DLO MAX. FIXED DLO INTERIOR hyt 0 0 lI L Lit •t' 0 SECTION C-C • INTERIOR c. 0 22 MAX VENT DLO EXTERIOR INTERIOR 0 MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B-B MAX. VENT DLO (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) U 0 • • 0 • 0 0 1+ MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) ® 1111111011"."hi k I'"— • I 0 EXTERIOR (VERTICAL SECTION, FLANGE FRAME) 0 SILL _ (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, N, I.F. FRAME) INTERIOR EXTERIOR ••••••• • • • • • • • • •• • • ••• • • • • •••• •• • • • • •• • 0 111 0r �L,* INTERIOR ��:::0 • •••••• iIIiINiiiii • • •• •• •• •• •• •• •• •• •• • • •• • •• •• • • • • • • • • ••• 4-1EAa 0 0 B Miam PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21 /2021 y roduct Control J 324/17' NO CHANGES THIS SHEET. CC } tO O csi 0 O z zLir - F z 0 •a 8 0 vo U 0- CZ w J 0 -4 0 N CC O CO 0 to 0 0: Ln z w AB t/IA•a z LT. H z co w (7 LL 09 z 0 U w 0 N at DAY] LL O v Pea CO Poi a fY 11000 mint , YNNM'' NsF *: No.58705 , TONAL �ENOs. A. LY11I1Jiihitl.l PE. PE.p'J87a5 • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • ITEM DWG REV DESCRIPTION MAIL PGI'# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI IIFT CLIP) 6063-T5 AL 612244 3 48 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 FLANGE FRAME SILL 6063-T6AL 64136 7 4137 SILL ADAPTOR 6063-T6AL 64137 8 4131 ROLLER TRACK 6063-T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN MI FOAM PAD 7PAD1626 13 4002 A FIANGEFRAME JAMB 6063-T6AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 17 4054 B FTXED MFEII NGRAIL 6063HD-T6AL 64054A 19 4066 W STP.„187 X 230, FIN SEAL 64066(' 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,250 X 270 BACK, FIN SEAL 61683G 23 225-1 ROIIFRHOUSING& GUIDE 42112HD 24 226 BRASSROLLERWHFF1S BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP Gum POLYPROP. 44128N 32 4006 D SASHMIE;IINGRA1L 6063HS-T6AL 64006 33 1235 W STP,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DBE -CAST 71096 36 1016 48 X .625 P1i FL SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,250 X 270 BACK FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 IIPTRAIL COVER CAP 74078"C" LORR 41 4139 IF. FRAME HEAD 6063-T6AL 64139 42 4140 IF. FRAMER: L (+361-T6AL 64140 43 4141 LF. FRAME IAMB 6063-T6 AL 64141 50 GLAZING SEICONP, DOW 791, 899, 995 OR GE 7700 51 1224 VINYL C3AZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL RATING BEAD BUIB (THIN) 6TP248K 53 4039 B GLAZINGBEAD - 5/16" 6161-T5 AL 64039B 54 4044 B CE AZINGBEAD - 5/16" W/(I I L KIT 6063-T5 AL 644703 55 4222 A GLAZINGBEAD -7/16" 6063-T5AL 64222 56 985 C GLAZINGBEAD-7/16" W/GRRLKIT 6063-T5AL 6985 59 4067 GLAZINGBEAD-13/16" 6063-T5AL 64067 60 GLASS, 5/16" LAMI(1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI(1/8" A,.090PVB, 1/8" HS) 62 " 5/16" LAMI(1/8" HS, .090PVE', 1/8" HS) 63 " 7/16" LAMI (3/16' A, .090PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090PVB, 3/16" HS) 65 " 7/16" LAME (3/16' HS,.090PVB, 3/16' HS) ITEM DWG# REVI DESCRIPTION I MAIL I PGI# 66 C3ASS, 13/16"LAMI IG1/8"A(MIN),3/8"AIRSPACE, 5/16"LAMI (1/8"A,.090PVB, 1/8"A) 67 13/16' IAMI IG 1/8"A (MIN.), 3/8" AIRSPACE, 5/16" IAMI (1/8"A, .090 PVB, 1/8"HS) 68 " 13/16' LAMI IG1J8"A (MIN), 3/8" AIRSPACE 5/16" LAMI (ll8"HS,.090PVB, 1/8"HS) 69 " 13/16' LAMI IG-3J16"A (MIN.), 5/16' AIRSPACE, 5/16" IAMI (1/8"A, .090 PVB, 1/8"A) 70 " 13/16" LAME IG-3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI ((/8"A..090PVB, 1/8"HS) 71 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIRSPACE, 5/16' LAMI (1/8"13S, .090PVB, 1/8"HS) 72 13/16" LAMI IGll8"A (MIN.),1/4" AIRSPACE, 7/16" LAMI (3/I6'A, .090 PVB, 3/16"A) 73 " 13/16" LAMI IG1/8"A (MIN.),1/4" AIRSPACE?, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16"LAMI IGll8"A(MIN.),1/4" AIRSPACE, 7/16"LAMI (3/16'HS,.090PVB, 3/16"HS) 75 " 13/16' LAMI 1G3/16"A (MIN.), 3/16" AIRSPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"A) 76 " 13/16"LAMIIG3/16'A(MIN.),3/16" AIRSPACE, 7/16"LAMI(3/16"A,.090PVB,3/16"HS) 13/16" LAMI IG3/16"A (MIN.), 3/16" AIRSPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/ 16"HS) 77 90 1014 SCREEN FRAME (HOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM FM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH f 41 2.784 • • L_ is9811 • • • • .062 • • #4141! 8063-P8 • • •• •• I.F. FRAME HEAD #4139, 6063-T6 L�--t .062 —+- • ••• ••• • •I�--2.710 e' • ; ; �. FRAME SILL • • • • • • • • • • #4140, 6063-T8 • • •• • • • • • • • • • • • • • • 3.152 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21 /2021 By Miami-D • e Product Control 1 3/24/17: CHANGED GLAZING SILICONE. m N O (2 ww J O z O cc O 2 J Q Y 0 K to z w 41 401110 0 J H SAKI LL 0 In I�B H 0 S •u AAt11YLYN'. • * No.58705 * _ $ a 1} S/ONAL 111,00' .�. A. LYNN MILLER, P.E. P.E.• 5870E ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.373 -.062 2.710 1.273 0 FLANGE FRAME HEAD #4102A, 6063-T6 --II----.062 .490 j ri�1.45I ►� 0 SASH STOP #4025, 6063-T5 .062 3. 52 6 FLANGE FRAME SILL #4136, 6063-T6 .062 7 1.461-•-{ O HORIZ. ROLLER TRACK #4131, 6063-T6 .062 ++83 2- 79 1. � .06 1 87 If► t- .348�y 1.081 21 SASH TOP & BOTTOM RAIL 0SASH MTG. RAIL #4105, 6063-T5 #40060, 6063H5-T6 .050 thL618 1.096—i �--.1T 1.09654 11 GLAZING BEAD, 5/16" O GLAZING BEAD 7/16" #40446, 6063-T5 #4222A, 6063-T5 (USED W/ GRILL KIT) rp .050- 7 8 37 .062 3.090 0 FRAME SILL ADAPTER #4137, 6063-T6 1.187 17 2.526 .062 .062 kl .403-may FIXED MEETING RAIL #40548, 6063HD-T6 1. k-1.291- SASH SIDE RAIL #4126, 6063-T5 • • • •• i678• • • ••• •ram 050 05 • • • • •• 1.115 -1 1.097 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" • #986616063018 • • • #4067, 6063-T5 : (IISEDIN/ GRILL I�17 • •• • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • 9 b1.513 I j r-.040 .738 O SASH STOP COVER #4053, 6063-T5 2.784 1 1.163. 0e2 13 FLANGE FRAME JAMB #4002A, 6063-T6 .050 I .878 1.096 I 5)GLAZING BEAD, 5/16" #4039B, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By MIaml-DadWProduct Control 3/24/17: NO CHANGES THIS SHEET. 0 3 0 0 0 Z Ail mato z 0 CT) 0 8 .eb 0 g. eMa 0 m MVO zz owo,: 0 tr OLL 0t0tl1 1111, ocENot No. 58706 _=*. _ • 231} =AO.(� ATE A. LYNN M58705ILLER P.E. P.EJ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE TABL SEE ANCH TALE. SHEET 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 1 /4' MAX. —.— SHIM SEE ANCHOR TABLE, SHEET 1 ANCHOR , SHEET 1 SEE ANCHOR TABLE, SHEET 1 TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. SEE ANCHOR TABLE, SHEET 1 1/ MAX SHIM SEE ANC •R TABLE, SHE 2x WOOD B NOTE 1 DETAIL B MIN. 1/4" MAX. SHIM SEE ANCHOR :LE,SHEET1 SEE ANC OR TABLE, S ET 1 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE, SHEET 1 OR TABLE, SHEET 1 DETAIL C 2x WOOD BUCK, NOTE 1 TYPICAL FLANGE FRAME SILL SECTIONS SEE ANCHOR TABLE. SHEET 1: 1/4" MAX. SHIM 1 3/8" MIN. NOTES: • • • BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x AR TUCKS WHOSE TO LESS THAN 1 1/2". 1x WOOD BUCKS = - OPTIONAL IF UNIT CAN BE INSTALLED DIRECTL • • - = - -" ' U. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4.0.131" DIA. MIN. X 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR V EXTERIOR INTERIOR (HEA & SILL DETAILS A, B, C, D. & H) •• • • • • • • • SEC Ni)'44 • •• • • • • • • • • •• • • • •• SEE ANCHOR TABLE, SiIEET•1• • • • • • • 2,1/2" MIN. F7MBEQ �� " • DETAIL D • • • DETAIL I (JAMB) • • • • •DfiTAI�. G SI�-L) • • • • • • • • • • • • TYPICAL -INTEGRAL FIN FRAME SECTIONS SEE NOTE 4 2-1/2" MIN. EMBEDMENT DETAIL H (HEAD) 5/8" MIN. EDGE 2-1/2" MIN. EMBED 5/8" MIN. EDGE 5/8" MIN. EDGE SEE NOTE 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 0400 • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 Miami a Product Control Miamii�— 324/17: REVISED NOTES TO COMPLY WITH NEW ANCHORAGE. ADDED NOTE 4. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT02017 PGr INDUSTRIES. INS. ALL RIGHTS RESERVED Q .au ...a scams �'' WIILYNN r''.,. * : No. 58705 "O Sy SATE . v.: i CCcS.'•ftoROP`. •G\Ps •'17`,, OVAL Et\•`• A LYNN MILLER P.E P.E.# 58705 Q$1' \TABLE 5: TAB 6: TABLE 7: Maximum 0 n Pressu = DP (psf) imum Design Pressure, DP (psf) XOX,113.1/3 Maximum 0 1gn Pressu P (psf) XO /2 -114 G SS TYPES: . 5/16" LAM\ - (1/8" A,.090" PVB, 1/8" A) or OX -113 �B. S/16"LAM\-(1/8%{,�D1aVb, qtl rail Caeral Glass •- rail Overall Glass Type Cserall Overall essT PVB. 'Ath H•IOM V°� , G, H C, s E, F, 1, J, K, L th HeIaht A, 8, C, G, H. 1 D. E, F. J. K L Width Height , G, H C, I F, J, L D, , K +. 5/16" LAM\ - {1($�IS- Q91Z' 16" LAMI 18" A n9 " PVB, 3/16" A 3 + 0 / -75.0 76 75.01-75.0 5• +60.0160.0 *75-0 / -75,0 53-1/8' +60. / -60.0 +60.0 / 60.0 *75.01-75.0 - , 45" +75.01.75.0 5.0 / -75.0 5 1/8• +60.0 / -60.0 +75.0 / -75.0 60' +60.0 / •80.0 +60.0 / 80.0 +75-0 / -75.0 E. /16" LAM\ - 3/16" A,.090" P 16 53-116 +75.0 / -75.0 ' S•0 / -75.0 +60.0 / 80.0 +75.0 / -75.0 74" +80.0 / -60.0 +60.0 / -60.0 +75.0 / -75.0 F. 7/16" LAM I - (3/16" HS,.090" PVB, 3116" HS) 60' 28" +75.0 / -75.0 + 5.0 / -75.0 88' 26" +80.0 / 80.0 +75.0 / -75.0 64' 28• +e0.o/-60.0 +60.0/60.0 +75.0/75.0 G. 13/16" LAMI IG - 1/8" OR 3/16"A MIN.,5/16"OR3/8" 66" +75.0/-75.0 +•.0/-75.0 74" +60.0/ -60.0 +75.0/75.0 913" +80.0/-60.0 +60.0! -60.0 +75.0/ -75.0 SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8"A) 77 +75.01-75.0 + -.0 / -75,0 54" +80.0 / 60.0 +75.0 / -75.0 1063/6• +60.0160.0 +60.0 / 60.0 +75.0 / -75.0 H. 13/16" LAM I IG - 1 /8" OR 3/16" A (MIN.), 5/16" OR 3/8" 74" +75.0 / -75.0 +7 / -75.0 fir +80.0 / A0.0 +75.0 ! 76.0 108• +80.0180.0 +60.0 / -60.0 +75.0 / -75.0 SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1 /8" HS) sr +75.0 / -75.0 .0 +7 0 / -75.0 48" +60.0 / 40.0 +75.0175.0 111" +80.0 / 80.0 +60.0 / 80.0 +75.0175.0 /B" OR 3/16" OR ! +7 - 0 / 53-1/8" +60.0 / 60.0 +75.0 / -75.0 53-1/5' +80.0 / 40.0 +60.0 / 80.0 +75.0 / -75.0 1. 13/16" LAMI IG - 1 A (MIN.), 5/16" 3l8" 46' +75.0 -75.0 +75.0 / -75.0 +7- 0 / -75.0 80' +60.0 / 80.0 +75.0 / 75.0 6 " +60.0 / -60.0 +60.0 / -60.0 +75.0 / -75.0 SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1 /8" HS) 534/8' 56' -75.0 +7 -.0 / 66• 36' +60.0 / 60.0 +75.0 / 75.0 74 +60.0 / -60.0 +80.0 / 80.0 +75.0 / -75.0 J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" 87 +75.0 / -75.0 -75.0 +7 / 74' +80.0 / -60.0 +75.0 / -75.0 84• 3e• +80.0 / -60.0 +60.0 / 60.0 +75.0 / -75.0 SPACE, 7/16" LAM\ - (3/16" A,.090" PVB, 3/16" A) 86' +75.01-75.0 .0 -75.0 *7..0/-75.0 64• +00.0/60.0 +75.0/75.0 98• +60.0/60.0 +80.0/60.0 +75.0/75.0 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" 72• +75.01-75.0 0 / 86-7/16• +60.0 / 40.0 +75.0 / -751) 1063/8" +60.0 / 80.0 +60.0 / 60.0 +75.0 / -75.0 SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) 74• -75.0 +60.0/430.0 +75.0/-75.Q +60.0/80.0 +60.0/80.0 +75.0/-75.0 L. 13/16"LAM\IG-1/8'OR3/18"A(MIN.),3I16"OR1i4" elril"106• + 0/-75.0 4W 53-1/8" +60.0/40.0 +76.0/75.0 111 •Soo/600 +eo.o160.0 *75,0/-75.0 48- +7.. - + .0/-75.0 '3'1J8• *80.0 ! BQO «800! 80.0 +7E.0! -75.0 SPACE,7/16"LAMI- HS)3/16"HS,.090"PVB,3/16" ( 53-1/6• "t� +75.0 / -75.0 .0 / -75.0 60' +60.0 / 60.0 +75.0 / -75.0 60" IJBvgl6j +75.0 / -75.0 75.0 / 75. • 68" 38-3/8' +60.0 / -80.0 +76.0 / -75.0 *60.0 ! -60.0 80.0 +60.0 / 80.0 +60.0 / +75.0 / -75.0 +75.0 / 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT O 2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED 68' +75.0 / -75.0 +75.0 / -75 . 74" +60.0 / -60.0 +75.0 / -75.0 74" +80.0 / +80.0 / 80.0 80.0 +60.0 / 80.0 -75.0 +75.0 / 74" '•r75.0 +zea/ - 4 a +75.01 -7 .0 84' +60.01-60.0 +75.0 / -75.0 96' 3 36318• +60.0160.0 +80.0 / 80.0 -75.0 +75.0 / 74" / -•5.0 ,� +75.0 f 75.0 +75.0 / -7 .0 667/17 +60.0 / 80.0 +75.0 / -75.0 +60.0 / 80.0 +60.0 / -75.0 «75.0 / 3T +7SOT-7�0 +76.0 / " • 0 48' +60.0 / 60.0 +75.0 / 75.0 1083/6" +80.0l 80.0 -60.0 +60.0 / 60.0 -75.0 +75.0 / 75.0 4W +75.0 / -75.0 +75.0 / • -.0 53-118' +60.0 / -60.0 +75.0 7 -75.0 106" 111• *80.6I 60.0 +80.0 / 80.0 +75.0 ! -75.0 53-1/6" +75.0 / -75.0 +75.0 / 5.0 67 +80.0 1430.0 +75.0 / 75.0 53-1/8• +60.0 / 60.0 +60.0 / 60.0 +76.0 / -75.0 87 48' +75.0 / -75.0 +75. • -75.0 66+ 48• +60.0! 80.0 +75.0 / -75A 67 +60.0 / 80.0 +80.0 / 80.0 +75.01-75.0 68• +75.0 175.0 +7 • / -75.0 74' +80.0 / -60.0 +75.0 / -75.0 4• / -60.0 +60.0 / - +75.0 /-75.0 72' +75.0 / -75.0 + •.0 / -75.0 04" +60.0 / 60.0 +75.0 / -75.0 98" +60.0 �•0 / 80.0 +60.0 f -60.0 0.0 +76.0 / -75.0 +7s n 1 _76 0 MI 5.0 / -75.0 86.7/16• +80.0 / -60.0.0 +75.0 / -75.0 4W +0.0/80.0 +60.0!0.0 +75.0/-75.0 37' t +75.0/-75.0 +75.0/-75.0 46' +60.0/80.0 +75.0/-75.0 1063/6• +60.0 / 80.0 60.0 +80.0 / 6 +75.0 / -75.0 +7sa7asA «75.0 / 76.0 53-1 8' +80.0 / 80.0 +75.0 / -75.0 tOs- +60.0 / -60.0 +60.0 / 60.0 +as.o /-76.0 53-1/" +75.0 f 75.0 +75.0/ 75.0 60" +50.0 / 80.0 +75.0 / -75.0 111• +60.0 / • 30.0 +80.0I -60.0 +75.0 / -75.0 67 ® +75.0 / -75.0 +75.0 / 75.0 68• 60-5/8" +80.0 / 80.0 +75.0 / -75.0 53-1/8" -40.0 / 430.0 40.0 / 40.0 +75.0 / -75.0 68• +75.0 / -75.0 +75.0 / -75.0 74' +80.0 / -60.0 *75.0 / -75.0 60. +60.0 / 60.0 +80.0 / -60.0 +75.0 / 75.0 + +75.0! 75.0 84" +50.0 / 430.0 +75.0 / -75.0 74' +60.0 / 80.0 +60.0 / 80.0 +76.0 / -75.0 74' 75.0 / •75.0 +75.0 f -75.0 887/16' +60.0 / 80.0 *75.0 / -75.0 8.4" +60.0 / 80.0 +60.0 / -50.0 +75.0 / -75.0 ."-"Sr-76.0 +75.0! -75.0 48 +80.0! 80.0 +75.0! •75.0 gg+ 545l8' +60.0 / 80.0 +60.0 / -60.0 +75.0 / -75.0 48+ +75.0 / -75.0 +75.0 / -75.0 53-18• +80.0 / 80.0 +75.0 / -75.0 1063/8" +BAO / 80.0 +50.0 / 60.0 +75.0 / -75.0 53-1/8• +75.01-75.0 +75.0 / -75.0 60' +80.0 / 80.0 +75.0 / -75.0 106" +60.0 / 60.0 +60.0 / 80.0 +75.0 / -75.0 60' +75.0 / -75.0 +75.0 / 75.0 66' 54" *60.0 / 80.0 +75.0 / -75.0 111 • +60.0 / 80.0 +80.0 / 60.0 +75.0 / -75.0 60• +75.0 / -75.0 +75.0 / 7'5.0 74• +60.0/ 80.0 +75.0 / 76.0 53-V8• +60.0 / 80.0 +60.0 / -50.0 +75.01 75.0 72• +75.0 / -75.0 *75.0 / 75.0 84' +60.0 / 60.0 +76.0 / 75.0 80" +60.0 / 40.0 +60.0 / 60.0 +75.0 / 75.0 74• *75.0175.0 +75.0 / 75.0 66-7/18• +80.0 / 40.0 +75.0 / -75.0 74' +80.0 / -60.0 +60.01.60.0 +76.0 / .75.0 3T «75.0 / 75.0 *75.0 / 75.0 48' *80.0 J 80.0 +75.01 -75A 64• +60.0 / 60.0 +60.0 / -60.0 +75.0 / -75.0 46• +75.01-75.0 +750 / •75.0 53-1/8" +60.0! 80.0 +76.0 / •75.0 OW +60.0 / 60.0 +60.0 / .60.0 +75.0 / -75.0 53.1/8' • +75.0/-75.0 *75.0 / 75.0 B0" +60.0/.60.0 *75.0 / -75.0 1063/8" +6(1.0 / 60.0 +80.0 / 410.0 +76.0 / -75.0 67 e0' +75.0 / 75.0 +75.0/ -75.0 88• 87 +60.0 / 80.0 +75.0 / -75.0 10r +60.0 / 80.0 +60.0 / 80.0 +75.0 /-75.0 68' +74.2 / -74.2 +75.0 / 75.0 74• +00.0 / -60.0 +75.0 / .75.0 111" +59.5 / -59.5 +80.0 / 80.0 +75.0! 75.0 72" +69.6 / 89.8 +75.0! 75.0 84' .60.0 / -60.0 +75.01-75.0 53-1/8• +80.0 / 80.0 +60.0 / 60.0 +75.0 / 75.11 NOTES 1111111I 114 �%° oNi LYNN f/`4, _ ♦ 1:J� ..; 1-t�NSF •-' �‹ _7�`� _ * No.58 ._ = 7 * =-0 ; = a f}: ��` %O,p'•• ATE -k/; ' •-••7L ON •••• �� ii dt, cl`s` ''.s7O,rN,AL` Wig: ALYNrb ILLER`PE. P.E.p58708 51 L.66.1 *76.0 / -75.0 86-7/16• +80.0 / 80.0 +75.0 / -75.0 67 +60.0 / -60.0 +60.0 / -60.0 +75.0! -75.0 3r +75.0/-75.0 +75.0/75.0 48' +00.0/60.0 +75.0/75.0 74• +60.0/60.0 +60.0I40.0 +75.0/-75.0 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 46" +753 / _ +75.0 / -75.0 53-1/8" +80.0 / 60.0 +75.0 / 75.0 84• 60„ +804 ►80! 1+60.06 6010 +7f.0 / •78.0 � %%DOW IN TABLE. 53-1 +75.0 / -75.0 +75.0 / 75.0 67 +80.0 / 80.0 +76.0 / -75.0 96• des / 56.8 A0A7 -6d 1 smell -me e 83• Q +75.0 / -75.0 75.0 / -75.0 88' 63 +60.0 / 80.0 +75.0 / -75.0 1063/8• 45 / 552 • .0 40 176. ! -16 � • +70.21-702 + .O/75.0 74• +80.0/430,0 +75.0/75.0 106• +54.6(r64.8 1�+o.oa6ge •7s. l- . t•)�1LO1VERALLFLANGEDIMENSIONSSHOWN.FORFlN +7 /-75.o 84' +60.0l80.0 +75.o/-75A 111' • 34/-53.p 1+811-O/ 01P +$.o1a1:0 • • "YDOWS, SUBTRACT 1• FROM TABLE SIZE DIMENSIONS. 7 + +75. -75.0 66.7/1B• +60.0140.0 +75.01-75.0 ��' +60.0 / -60.0 +80.0 / 80.0 +75.0 / .75.0 CHO 9. FOR ANCHORAGE SEE SHEET 10. 6 " +660160.0 +60.0160.0 +75.0/-75.0 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS 74" +E0.0/80.0 +60.0/40.0 +75.0/-75.0 TYPES G-LSHALL HAVE ATEMPERED I.G.GLASS CAP. e4• e110�1Qp +60.0 ao� +7,0ras.0 • BOTiiTHE DPAND ANCHOR QUANTITY REMAIN 96• +182 8112 +60.0/-80Q • .0,/75.0 • •U1i-.r.1��1GED. 1085/6 • +62.3/50.3 +60.0/40.0 •75A1-75.0 • • •i '1Y"' 1a6' .51.7141.7 40.0040.0 • • • ( � • +56.g / - .8 +e0.0t-60E "'i/ 17 •4)6EB GLASS TYPE DESCRIPTIONS ON SHEET 2. `oeR•1dKCHORAGE SEESHEET 11.' �� • • *V. • • TABU 8: TABLE 9: Anchor Qua s, XO or OX with Gass 1J • - 8 I Anchor Quantities, XO or OX with Glass Types D, E, F, J, K 8 L TABLE KEY: O X O.cat • = al Anch/ Grarp A A•idt Grote C c.mit: O.era2 Ar chor Crap A Anchor Group 13 Anohor Group C 1+C2+1 3 --,---ANCHOR QUANTITY PER JAMB Wdh Head & SlI 1 Jamb i sad &. -I Jrntb Width Haight Head 8 Sig Jamb Haad a SRI Jamb Haad 8 SA Jamb 37^ 1*C2+1 ' 2 1+C2+1 2 1+C2+. 2 37" 1+C2+1 2 1+02+1 2 1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES 48' 1+03+1 2 1+C2+1 2 1+C2+ 2 45. 1♦02+1 2 1+02+1 2 1+02+1 2 A CLUSTER OF (2) ANCHORS 53-1/8' 1+C2*1 2 1+C2+1 2 1+C2+ 2 53-1/3 1.02+1 2 1+02+1 2 1+C2+1 2 CENTERED ON THE MEETING RAIL 67 28" 1+C2+1 2 1+C2+1 2 1*C2*1 2 so' w" 1+C2+1 2 1+02+1 2 1+02+1 2 PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED 67 02+1 2 1+C2*1 2 1+C2+1 2 Br 1+02+1 2 1+02+1 2 1+02+1 2 VENT AND FIXED SECTION. (4) as complying with the Florida 72" 2* +2 2 1+C2+1>: 2 1+C2+1 2 77 2+C2+2 2 1*GZ+1 2 1*C2+1 2 ANCHORS TOTAL AT HEAD AND SILL. Building Code 17-0411.06 74" 2+a• 2 1.2*1 2 1+C2+1 2 74' 2+02+2 2 1+02+1 2 1+02+1 2 NOA-No. 37" 1+C2+. 2 1+C2+1 2 1+C2+1 2 37' 1+C2+1 2 1+132+1 2 1+C2r1 2 Expiration Date l2/21/2021 41r 1+C2*4 2 1+C2+1 2 1+C2+1 2 48' 1+C2+1 2 1+C2*1 2 1+C2+1 2 (4" MIN. O.C. ANCHOR SPACING) By 53-1/6" 1+C$+1 2 1«C2+1" 2 1+C2+1 2 53-1/6" 1*C2+1 2 1+022+1 2 1+02+1 2 Miami-D Product Control 6 0" 33' 1*+1 1+C2+1, 2 1+C2.1 2 80' 36" 1+02+1 2 1+C2+1 2 1+02+1 2 18 3/4" MAX. 1*C2.1 2 1+C2+1 2 lie ,+C�«, 2 1+C2+1 2 1+52+1 2 I - j F.--4" MIN., 10-1/2• MAX. 6q 1+ 2,1 77 2+C2+2 2 1+(7+1 2 1+C2+1 2 72' 2+C2+2 2 1+02,1 2 1+C2+1 2 3n4/17• UPDATED TABLE 8 2+C2.2 2 1+C2+ 2 1+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 9" MAX. O 1+tc*1 2 .02+1 _2 I) 1+C2+1 2 sr 1+f2r1 2 1+(2*1 2 t+CZ+1 2 NM 2 1 2 1,C2.1 2 48' 1+C2+1 2 1*C2+1 2 1+C2+1 2 48' 1+C2,1 *,:_ 53.1/8' 1+C2+1 2 1+C2+1 2 1+C2* 2 53.1/8" 1+02+1 2 1+C2*1 2 1+C2+1 2 MTG. RAIL EX ;3* f+�+4 2 1+C2+1 2 1+a+ 2 BP 38-3/r 1+C2+1 2 1+C2+1 2 t+C2+1 2 f« +1 2 ,+cz+1 2 ,+•: 1 2 er 1+02+1 2 ,+c2+1. 2 1+c2+1 2 EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS r 2+C2+2 2 +••+ 2 1. r+1 2 77 2+12+2 2 1+C2+1 2 1+52+1 2 74" 2+C2+2 2 1*CZ+1 2 1+02+1 2 (SHOWN IN TABLE KEY ABOVE) 4 74" 2+12+2 2 1+C2+1 2 +C2+1 2 1+C2+1 3 +r+, 3 C+02.1 3 /'\ _ 37 1+C2+1 3 1+132+1 9 1+02+1 3 4/7 1.52+1 3 1+C2+1 3 1+C2.1 3 `` �•j 47 1+C2+1 3 1+32+1 3 1+C2+1 3 53-118' 1*Q+1 3 /+C7+1 3 1+C2+1 3 531/7 1«C211 3 1+C2+1 3 1*C2r1 3 60" 46" 1.(2+1 3 1*C2+1 3 1+C2+1 3 Ol 6' 48" 1+C2+1 3 1+C2+1 3 1+02+1 3 Off1+Q+1 3 1*C2+1 3 1+C:2+1 3 \ 68" 1+C2+1 3 1,Q+1 3 1+C2+1 3 77 2+CZ*2 3 1+C2+1" 3 1+C2*1 3 72' 2+C2+2 3 1+C2+1 3 1+C2+1 3 2+C2«2 3 1*C2+1„ 3 1+12+1 3 74' 2+02+2 3 1+102+1 3 1+C2+1 3 1+C2+1 3 M(2+1 9 3. 1 3 97 1+C2+1. 3 t+C2+1 3 1+C2+1 3 1+C2+1 3 1+I�+i 1.C2.1 47 1+C2+1 3 1«C2+1 3 1+02+1 3 53.1/8" f�^� 1+C2*1 3 1+(2+1 3 1+C2+1 3 S-1M" 1+C2+1 3 1+C2+1 3 1+C2+1 3 80" 5358" l 1+C2+1 3 1.12+1 3 1+C2+1 3 80' S06/6' 1,C2*, 3 1+G2+1 3 1+C2+1 3 68" 1+0*1 3 1+C2+1 3 1+C2+1 9 /1 66' 1+C3+1 3 t+C2+1 3 1+C2+1 3 2--+2 3 1*12+1 3 1+C2+1 3 ^ y,/ 72" 2+133+2 3 1+C2+1 3 1+C2+1 3 2+C3*2 3 1+C2+1. 3 1+C2+1 3 I ,11^i 74• 2+c3+2 3 1+C2+1 7 1+c2+1 3 NOTES AUTH. A2 1*02*1 3 1+Q+1 T9 3 J 37 1+12+1 3 1+02+1 3 1+02+1 3 4r 3 1+C2+1 3 1+C2+1 �� 46" 1+C2*1 3 1+C2+1 3 1+02*1 3 1) WINDOW DP/ANCHOR QUANTITIES ARE BASED ONTHE 5 .1+C2+1 1+C2+1 3 1+C2+1 3 1+C2.1 3 spur 1*cs+1 3 1+c2+1 3 1+C2+1 3 FOLLOWING DIMENSIONS: 6 ff7 sr1+C3+1 3 1+C2+1 3 S+Cbt 3 e0' ST 1+02+1 3 1+C24.1 3 1+C2+1 3 101/2' MAX. ON EACH SIDE OF 66" 1+C3+1 3 1+C2.1 3 1.c2.1 3 e6" 1*C3.1 3 1+C2+1 3 1+C2+1 3 HEAD & SILL: RAIL CENTERLINE. 77 2+C3+2 3 1+C2.1 3 1+C2+1 3 72" 2+53+2 3 1+C2+1 3 1+C2+1 3 MEETING MAX. FROM CORNERS. 1+132+1 3 74' 2+C3+2 3 1+C:2*1 3 1*c2+1 3 18 3/4" 7t' 2+1;3.2 3 1+C2+1 3 37' 1+12+1 3 1.c2.1 3 1+C2+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 in- 37 1+C2+1 3 1+C2+1 3 1+C2.1 3 MAX. O.C. 4, 1+C3+1 3 1+C2+1 3 1.C2+1 3 47 1*C3+1 3 1+C2+1 3 1+C2+1 3 53.18' 1+4+1 3 1+C2+1 3 1+C2+1 3 53.1/8" 1+C:3+1 3 1+C2+1 3 1+C2+1 3 130" CO' 1+G3+1 3 1+C2+1 3 1+C2+1 3 80" 87 1+C3+1 3 1+C2+1 IS • MIRA • 3 • • • • 2) EGAR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 68' 1+C3+1 3 1+C2+1 9 1+0+1 3 6e' 1+133+1 3 1+C2+1 : 3 1+C2.: "1, : • • • • WINDOW IN TABLE. 77 2+62+2 3 1+C2+1 3 t+C2+1 3 77 2+C3+2 3 1*C2+1 4 1+Cgill .3. • 6... • 34" 2+C1+2 3 1+Q1 3 1+C2.1 3 74' 2+C3+2 3 1+C2+1 3 4 1.C24 •3 • • • • • 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN 37 1+C2+1 3 1+C:20 e1 isc21 3 • • • • NIADOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 3r 1+C2+1 3 +C2+1 9'J 1+C2.1 3 47 1+^3+1 3 1 S 1+(2+1 3 47 t+C3.1 3 1+12+1 3 1+C2*1 3 531/7 1+C3.1 1+0+1 3 1+C2.1 3 53-1r7 1+ :3+1 3 1+02+1 3 1+02+1 3 4) FOR INSTALLATION IN THE I1VHZ ABOVE 30 FT, GLASS sr t33 1*(3+1, 1«(2.1 3 1+C2*1 3 e7 e9 1+03+1 3 1+c2+1 • 3 4 • c2+1 _; 4 • •TYPE$,G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. 66' 1+c3.1 9 1+C2+1 3 1.C2.1 3 66' 1+03+1 3 1+C2+j •3 •1+C2+1 3 4 • • • eon, TUE DP AND ANCHOR QUANTITY REMAIN T7 2+tl*2 3 1+C2+1 3 1+C2+1 3 72" 2+C3+2 3 1+C2+• 63 •1+C2+1 ! • • • UNCMANGED. MOM 2.(,3+2 3+C2r1 f.C2*1 3 74" 2*C3+2 3 1+C2+� 4 •9 +•C1 • �3 • • • • •• • •+T • • • • G6♦ SE LASS TYPE DESCRIPTIONS ON SHEET 2. A. LYNN MILLER. P.E. P.E.8 58705 ... ..... ... \ • • • • 6.14,(' *4' •, _.• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • Anchor Quantities, XOX,1/3 -1 /3 -1/3 with Glass Types A, B, C, G, H & i Oaratl Wain CTera HeIOht Anchor Group A Anchor Group 8 Anchor Group C Head & Bill Jamb Head & Sill Jamb Head 8 S11 Jamb 48' 25' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*1+C2+1 2 53-1/8' 1+C2+1+C2+1 2 l+C2+1+C2+1 2 1+C2*1+C2+1 2 130' 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 66' 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2*I+C2+1 2 74' 1+C2+1+C2+t 2 1+C2+1+C2+1 2 1*C2+1+C2+1 2 64 1+C2+1+C2*1 2 1+C2+1* +1 2 1*C2+1+C2+1 2 86-7/18- 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 2 46' 38' 1*C2+1+C2a1 2 1+C2+1+C2+1 2 1+4:2+1+C2*1 2 53116' 1+C2+1+C2+1 2 1+C2+1+22+1 2 1+32+1+C2+1 2 80' 1+2+102+1 2 1402+1+22+1 2 102+1+C2*1 2 6r 102+1+C2+1 2 1+02+1+02+1 2 102+1*C2+1 2 74" 1022+1+C2+1 2 1+C2+1+02+1 2 1020+02+1 2 84• 1+22+1+12+1 2 102+1+02+1 2 1+02+1+22+1 2 88-7/18• 1+2+1+C2+1 2 1+C2+1+12+1 2 1+32+1+C2+1 2 48" 383/8' 1+2+102+1 2 102+1+02+1 2 1+02+1+02+1 2 531/8' 1♦02+102+1 2 1+02+1+02+1 2 102+102+1 2 80" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 102+1+C2+1 2 68" 1*C2N+C2+1 2 1+4:2+1+432+1 2 1+C2*1+C2+1 2 74' 1+C2*t+C2a1 2 1+C2+1+12+1 2 /+C2+1+C2+1 2 84' 1+422+1+C2+1 2 1+C2+1+C2+1 2 1+22+1+C2+1 2 88-7/15' 1+02+102+1 2 102+1+02+1 2 1+02+1+0.2+1 2 48' 4r 102+102+1 3 1+C2+102+1 3 1+020+C2*1 3 59.1/6' 1+02+102+1 3 1*12+1+02+1 3 1+02+1+02+1 9 60' 102+1+C2+1 3 102+1+02+1 3 102+1+02+1 3 Br 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74" 1*02+1+C2+1 3 1+C2*1+C2+1 3 1*C2+1+C2+1 3 64' 1+C2+1*C2a1 3 102+1012+1 3 102+102+1 3 55-7/16' 1+C2+1+02*1 3 1+C2+102+1 3 1+02+1+C2+1 3 48' 5C1.618' 1+C2+1+C2+1 3 1+C2+1*C2*1 3 1+C2+1+C2+1 3 531/8" 1+02+1+02+1 3 102+10120 3 1+02+1+02+1 3 60' 1+22+1+02+1 3 1+C2+1402+t 3 1+C2*1+C2+1 3 68' 102+1+C2+1 3 1*22+1+C2+1 3 102+102*1 3 74' 102+102+1 3 102+102+1 3 102+14 2+1 3 64' 1+0/0+22*1 3 1+02+14 241 3 1*C2+14C2*1 3 88-7/1r 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 48' 54' t+C2+l+R+1 3 1+C2+1+02+1 3 1+C2*1+C2+1 3 63.1/r 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*C2*1+C2+1 3 50' 102+1+02+1 3 1+22+1402+1 3 1*22+102+1 3 88' 102+1+02+1 3 1+02+1+C2*1 3 102+102+1 3 74' 102+102+1 3 1+02+1032+1 3 102+1402+1 3 84' 1+C2+1+02+1 3 1*C2+1+02+1 3 102+102+1 3 88-7/16" 1+02+1+0241 3 102+102+1 3 102+1*02+1 3 4r 60' 102+1+C2+1 3 1+0200241 3 102+102+1 3 53V6• 1+02+1+C2+1 3 1+C2+102+1 3 1+C2+1+C2+1 3 60' 1+02+1+02+1 3 1+C:2"-1 ' +1 3 1+422+1N32+1 3 68" 1+C2+1*C2+1 3 1+02+102+1 3 1+C2+1+C2+1 3 74' 102+1* 2+1 3 1*C2+102+1 3 102+102+1 3 64' 1*02+1*C2+1 3 1*C2002+1 3 1+C2*1+02+1 3 88-7/16' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2H+C2.1 3 4r 63' 1+02+1+02+1 3 102+1022+1 3 102+102+1 3 53.1/8' 1+02+102+1 3 1 a02+1022+1 3 1+02+102+1 3 60" 1022+102+1 3 10241+02+1 3 102+1+42+1 3 6r 1+C 2* 10C2♦ 1 3 1+C2+1+02+1 3 1+02+1*C2+1 3 74' 102+102+1 3 1+02+102+1 3 102+102+1 3 84' 1+C2+1+C2+1 3 1+02+102+1 3 102+1+02+1 9 86.7/18' 1+03+102+1 3 102+10+1 3 102+1*C2+1 3 TABLE 11: Anchor Quantities, XOX, 1/3 -1/3 -1/3 with Glass Types D, E, F, J, K & L O,a.8 Width C.era5 Hs)N Anchor Group A Anchor Group B Anchor Group C Hand & SE Jamb Head & Sill Jamb Head & Sill Jamb 48" 28' 1*C2+1*C2+1 2 1*C2+1+C2+1 2 1*C2+1+C2+1 2 53-1/8' 1+C2+1*C2+1 2 l*C2*1+62+1 2 1+C2+1+C2+1 2 60' 1*C2+1+02+1 2 laC2+1+C2+1 2 l*02+1*C2+1 2 Br 1*C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 74' 1+C2+1+02+1 2 1+C2+1*C2+1 2 1*C2+1*C2+1 2 84' 1+02+1+02+1 2 1aC2+1*C2+1 2 1+C2*1+C2+1 2 86-7/18' 1+02+102+1 2 1+22* 1+C2+1 2 1+02+102+1 2 48' 3r 1022+102+1 2 102+102+1 2 1022+102+1 2 53-1/6• 1+02+102+1 2 1+02+102+1 2 102+1+22+1 2 80' 1+C2+102+1 2 1aC2a1+C2+1 2 1+C2+1*C2*1 2 Sr /aC2*1*C2*1 2 1+C2*1+422+1 2 1+C2+1+C2a1 2 74' 102+1+02+1 2 1+02+1+02+1 2 1+02+102+1 2 84• 1+02+1+02+1 2 102+1+12+1 2 1+02+1+02+1 2 66.7/1r 1+22+1+02+1 2 1+02+1+02+1 2 1+02+102+1 2 48" 383/r 102+1+02+1 2 1+02+1402+1 2 1+02+102+1 2 53-1/8' 1+C2+1+C2+1 2 1022+102+1 2 1+02+102+1 2 60' 102+1+02+1 2 1♦102+102+1 2 1+02+1+02+1 2 8r 1+C.2+1+C2+1 2 1032+1+C2+1 2 1*C2+1+C2*1 2 74' 102+1+02+1 2 1+02+1+02+1 2 102+1+02+1 2 84' 1+22+102+1 2 102+102+1 2 1+02+102+1 2 88.7/16" 1+12+1*22+1 2 1+02+102+1 2 1+02+102+1 2 411. 46" 1+22+102+1 3 1+02+102+1 3 107+102+1 3 53-1/5' 1+02+1+02+1 3 102+1+02+1 3 1+C2+1+02+1 3 80• 1+02+102+1 3 102+102+1 3 t*C2+1+C2+1 9 65' 102+102+1 3 102+1+02+1 3 102+102+1 3 74' 102+102+1 3 1*22+1*22+1 3 1+C2+10+1 3 84' 1+02+102+1 3 102+102+1 3 102+1402+1 3 88-7/1r 1+02+102+1 3 102+102+1 3 102+1+02+1 3 48' 506/r 1*02+102+1 3 102+102+1 3 1+C2+1+C2+1 3 83-1/10 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02*1 3 60' 102+102+1 3 1.02+102+1 3 1.02+1+02+1 3 68' 1+02+102+1 3 1+02+102+1 3 1+02+102+1 3 74' 1+02+1022+1 3 102+102+1 3 1+22+102+1 3 64' 1022+1022+1 3 1+02+1+02+1 3 1+4:2+1+C2+1 3 88.7/16" 1+02+102+1 3 1+02+1+22+1 3 102+1+02+1 3 48' 54" 102+1+02+1 3 102+1032+1 3 1+02+1+02+1 3 53.1/8' 102+1+02+1 3 102+1+02+1 3 102+1+02+1 3 50' 1+22+1+02+1 3 1+02+102+1 3 1+02+1+02+1 3 Or 1022+1+02+1 3 1+02+102+1 3 1+22*1+02+1 3 74' 1+02+102+1 3 102.102+1 3 102+1+02+1 3 84' 1+23+103*1 3 102*102+1 3 1+C2+102+1 3 88.7/18" 1+129+1023+1 3 102+102+1 3 102+1+C2+1 3 48' CO' 1+02*1+32+1 3 102+102+1 3 1+02*102+1 3 531/6' 102+102+1 3 1*22+1+02+1 3 102+1+02+1 3 60' 102+102+1 3 1*C241 jC2++' 1+•2+1+C2+1 i • J*C11,1+220 4HC11*412+1ia 3• 3• 68' 1+02+102+1 3 74' 103*1+03H 3 1* 2+1+C2+1 ! 14341*aM 1 3• s Br 1+C3+1+C3+1 3 1+C2?1ip2+1 • s •3+CL1+C2+1 ! 3� 88.7/15' 1+03+103+1 3 1+112•1+C2 I • • 144111+C2•1 3• 4r 83' 1+02+1*22+1 3 1+02+102+1 3 1+C2+1+C2+1 3 53-U6' l* 2+1+C2+1 3 102+1032+1 3 102+1+02+1 3 80' 102*1+22+1 3 1+0241*32*1 3 102+1022+1 3 Br 101+1+33+1 3 44f2+1152af 3 T+E241+0241 3 74' 103+1+03+1 3 :14+1+C;+1 3 111+ +1 : 3 84' 1+C3*1*C3+1 3 1rC3+1+C11+1 • •02+1+08+1 • 3 • 86.7/16. 1+433+1+03*1 3 C 14:3+1*C?i4 3 AC2111+Q+1 • 3 • • • • • • TABLE KEY: X 0 X 1+C3+1+C3+1 3 1 —..—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) r. 25 3/4" MAX e-{ H.-4" MIN., 10-1/2" MAX 141 1 9" MAX. X O X MTG. RAIL, TYP.— EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 1/2' MAX. O.C. Q)DFOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER •• WINDOW IN TABLE. • 'WINDOWS, FLANGE DIMENSIONS SHOWN. FOR FIN • 'WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS • TYP€S G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. • • BCTHoTHE DP AND ANCHOR QUANTITY REMAIN • • • UrI44NGED. • • • 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Dat: 12/21/2021 By Miami-D Product Control 1 324/17: UPDATED TABLE & ELEVATION. 5 N O a•10 a_ W 0 re 2 0 N 74 morn VI 811t0 LL 0 O a•v8 co Z ala+B O Pi 2 a•% 3.e `,0`,QNV.LYI4', ,",', * : No. 5&705 //,��NAL tE, %•` A LYNN MILLER, P.E. PEA 53705 • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • TABLE 12: TABLE 13: Anchor Quantltles,XOX,114-12-1/4 With class Types A, B, C, 0, H & I Anchor Quantltles . • - -114 wltlt Glass Type (tljIL F J K & L TABLE KEY: Guest Cn•al Anchor Grail A Ancharl3mup 3 Anchor Group G Overall Overall Anchor Gawp A ' ` Anchor Group C ( X O X Wdth Haight lived & S01 Jamb Head & 93I .'arrb Head & dtlt JambWidth Hecht Head d 6111 Jamb e . Hoed & SIII Jamb 53vr t c2+1+cz*1 2 1+c2+1 r2+1 2 1.c2*1«c2+1 2 63 va 1+c2+1+C2+1 2 •« . .41 1+C2+1+C2+1 !NINIti11.31. NI'I„I 11+C2+2+C2+1 13 F--ANCHOR QUANTITY PER JAMB 60• 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+02+1+02+1 2 60' IIIMIIMEI©EIMME311© 1+C2+1+C2+1 74' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' ©�© 1*02+1+t2+1 84• ze 1+t2+2+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 SC' 26. �p�p 1*c2+1+02+1 HEAD AND SILL ANCHOR QUANTITIES 96' 1.C2+2+C2+1 2 1+C2+1+212+1 2 1+02+1+02+1 2 OF Ep IiIMSLIIIiIIIM 1+C2+1+C2+1 A CLUSTER OF (2) ANCHORS CENTERED 106310 1*C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+2+1 2 106 /W liCZELMIiIpEIMEZSIiIp 1*c2+t+C2+1 ON EACH MEETING RAIL PLUS 1 ( ) PRODUCT REVISED IOW1+C2+2+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 106' ©�© 1+C2+1+C2+1 ANCHOR AT EACH OPERABLE VENT complying with the Florida 1t1• 1+02 2 1+C2+1+C2*1 2 1+12*1+C2+1 2 1+22+1+192+1 2 1+02+1+Q+1 2 1+22.1+C2*1 Building code 631/8' 1+2+1 1+C2+1+C2.1 2 1*G2+1+C2*1 2 1«C2+1+t2*1 2 3-1' Siva• 1+t2+i•C2+1 2 1*C2+1aC2+1 2 i+C2+1+C2H 2 PLUS 2 ANCHORS AT FIXED SECTION. () NOA-No. 17-0411.06 NOA- or 1+C2+1+c2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 ear 1+C2+1+C2*1 2 1+22+1+02+1 2 1+02+1+12+1 2 (8) ANCHORS TOTAL AT HEAD AND SILL. 74' 1+C2+1*C2*1 2 1+C2+1+02+1 2 1+ 2+1*t2+1 2 74" 1+22+2+432+1 2 1+02+1+22*1 2 1+22+1+22+1 2 Expiration Data 12/21/2021 a4• 1+C2+2+C2+1 2 1+C2+1+02+1 2 1*12*1+C2+1 2 84" 1. 2+2*C2+1 2 1+02+1+C2+1 2 1+22+1+12+1 2 (4"MIN. O.C. ANCHOR SPACING) OW Sr 1+C2+2+C2+1 2 1+C2+1*C2+1 1 1+G2+1+02+1 2 sr 1+C2+2+C2+t 2 i+C2+2+C2+1 2 f*C2+1+C2+t 2 By 1083/r 1+02+2+02+1 2 1+G2+2+C2+1 2 1+22+1+02+1 2 m63Je' H4+3*C2+1 2 1*4+2*G2+1 2 1+22+2+C2+1 2 Miami-0 redact Control IOW 1+02+2+220 2 1+C2+2+Ga*1 2 1+02+1022+1 2 tar 1+C2+3*C2+1 2 1+C2+2+02+t 2 1.C2+2+C2*1 2 25 3/4" MAX. 111" 1+02+2+22+1 2 1+02+2+22+1 2 1+02+1+22+1 2 111• 1+22+3+02+1 2 1+C2+2+22+1 2 1+22+2+22+1 2 531/7 1+22+1+02+1 2 1*492+1*02+1 2 1+32*1+122*1 2 53-11r 1+22+1+132+1 2 1+02+1+C2+1 2 1+02+1+02+1 2 4" MIN., 10-1 /2" MAX, ppp 3/2M77: UPDATED TABLE & CD' 1+C2+1+02+1 2 1+02+1.02+1 2 1+12+1+C2+1 2 60• 1+02+1+02*1 2 t+C2*1*C2*1 2 t+Ct*1+R+1 2 l 1 1 1 ! 1! 1 ELEVATION. 74' 1+C2*1+C2+1 2 1+02+1+02+1 2 1*02+1.22+1 2 74" 1+t2+2+C2+t 2 1*CLN*C +1 2 f+C2+1+C2+1 2 9" MAX. O X 54' 36.Ya 1+02+2+02+1 2 1+02+1+02+1 2 1+CR 2+1**1 2 84" 1+ 2+2+C2+1 2 1+03+1+C2+1 2 1+C2*1+C2+1 2 - _r. - SW 1+02.2++1 C2 2 1+22+1+C2+1 2 1.02+1+17.1 2 OW 1+22+2+12+1 2 1+02+2+122+1 2 1+C2+1+02+1 1 I 1063/8• 1*22+2+02+1 2 1+02+2+42+1 2 1+22+1+22+1 2 106-316" 1402+3+02+1 2 1+02+2+02+1 2 1+22+2+22.1 2 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIOHT O 2017 POT INDUSTRIES. INC. ALL NIGHTS RESERVED NI ALUM. HORIZONTAL ROLLER, IMPACT I$I 03/22/06 ANCH. QTY., XOX-1/41/2-1/4 1181 JENS ROSOWSKI HR-710 III NTS 1111 OF 11 I/ i 4127-10 H for 1+22+2+02+1 2 1*132+2+02+1 2 1+02+1+22+1 2 104• 1+22+3+02*1 2 1+C2+2+4:2+1 2 1+02+2+22+1 2 MTG. RAIL, TirP.- /11• 1*0242+122+1 2 1+02.2+422+1 2 1+02+1+C2+1 2 111• 1+22+3+C2+1 2 1.22+2*02+1 2 1+02.2*132+1 2 63-1/6" 1+2*1+122*1 3 1+132*1+2.2*1 3 1.02*1+192+1 3 634/W 1+122+1*02*1 3 1•02+1+C2*1 3 1+22+1+02+1 3 EXAMPLE CLUSTER W/ QTY. sr1+t2a1+02+t 3 1+C2+1*C2.1 3 1+C2+1.CLN 3 60" 1.02+1+C2+1 3 1MZN+02+1 3 1+C2.1+f2*1 3• 74' 1+22*1K2+1 3 1*02+1+22+1 '3 1+02+1+02+1 3 74' 1+02+2+02+1 3 1+02+1*02+1 3 1+02+1+02+1 3 OF (2) ANCHORS a4' 4r 1+22+2*22+1 3 1+22+1+02+1 3 1+22+1+22+1 9 64" �, 1*02*2+C2*1 3 1. 2+1+22+1 3 1+22N*22+1 3 ea' 1+ 242+02+1 3 1+02+2+02+1 3 1+02+1+02+1 3 36' 1+122+3+02.1 3 1+22+2+02+1 3 1+02+1K7+1 3 (SHOWN IN TABLE KEY ABOVE) 106.3/6" 1+02+3+22+1 3 1+02+2.02+1 3 1+312+1+02*1 3 106315- 1+02+3* 2+1 3 1+02+2+22*1 3 1*02+2+432+1 3 10r 1.2+3*C2+1 3 1+C2+2+C2+1 3 1*C2+1*C2+1 3 106• 1*02+3*C2*1 3 1+02+2*02+1 3 1.C2+21 2+1 3 111• 1+02+3+132+1 3 1+02+2. 2+1 3 1+02+1+22+1 3 111" 1+02+3+02+1 3 1+02+2+02*1 3 1+02+2+22+1 3 53-1J6 1+22+1+02+1 3 1+22+1+23+1 3 1+02+1+02+1 3 03-1/" 1+02+1+122+1 3 1+02+1+02.1 3 1+02+1+22+1 3 Cr 1+12+1.02*1 3 1+22+1+122+1 3 1+02+1+02+1 3 6s' 1* 2.1+C2.1 a 1*22+1+02+1 3 1+192.1+02+t 3 74" 1.02+1+12*1 3 1+22+1+02.1 3 1*02+1-02+1 3 74" 1.:2+2+02+1 3 1+02+1+02+1 3 1+22+1+422+1 3 84" 1+C2+2+C2+1 3 1+2+1+12.1 3 1+22+1+02+1 3 64 1+C2+2+02+1 3 1*02*1+02+1 3 1+C2*1+02+1 3 er fie, 1+22+2+22+1 3 1*02+2.12.1 3 1+02+1+12+1 3 ar � 1+C2+3.C2+1 3 1*02+2+22+1 3 1+22*1+032*1 3 105-316' 1+02+3+ 2+1 3 1*02+2+22+1 3 1*22+1+32N 3 1084/8" 1+193*3.03+1 3 1+02+2+02+1 3 1+02+2+22*1 3 106" 1+02+3+02+1 3 1+02+2+22+1 3 1+02+1+02+1 3 15, 1+03+3+03+1 3 1+02+2+02+1 3 1+02+2+172+1 3 111' 1+22+3+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 111" 1+23+3*23*1 3 1.02+2+22+1 3 1+02+2+02+1 3 534/8• 1+C2+1+22+1 3 1+02+1+02+1 3 1+232*1+02+1 3 63-V17 1+02*1.C2*1 3 1+02H+C2+1 3 1+122+1+02.1 3 NOTES 6T 1+22+1*02*1 3 1+02+1+220 3 1+02+1+02+1 3 e0• 1.02+1+02+1 3 1.1:2.1+C2+1 3 1*C2+1+C2+1 3 74• 1+02.1+22*1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 T4• 1*c2+2.c2+1 3 1•C2+1+C2+1 3 1.C2+1+C2+1 3 1) WINDOW DP J ANCHOR QUANTITIES ARE BASED ON THE 54' �• 1+02+2+C2+1 3 1+02+1+f2+1 3 1+02+1+C2*1 3 dr se1+63.2+c3+1 3 1+02+1+C2+1 3 3*1+1 1+CC2+ 3 FOLLOWING DIMENSIONS: er 1*4:22*2*02+1 3 1+02+2+02+1 3 1+22+1+22+1 3 er 1+03*3+133.1 a 1.4:2+2+22+1 3 1+02+1+12+1 3 HEAD & SILL: 1012" MAX. ON EACH mar 1+02+3+02+1 3 1+22+2+02+1 3 1+22+1+122+1 3 10631C 1.03+3+03+1 3 1+02+2*02*1 3 1+132.2+02+1 3 SIDE OF for 1+132+3+02+1 3 1*02*2+02+1 3 1+22+1+02+1 3 10a' 1+03.3+03+t 3 1+02*2+C2+1 3 1*22*2+22+1 3 MEETING RAIL CENTERLINE. 111" 1+02+3.0241 3 1+02+2+02+1 3 1*132*2.C2*1 3 111• /+C3+3+C3+1 3 1+22+2+22+1 3 1+22+2+02,1 3 25 3/4" MAX. FROM CORNERS. 53.1/r 1+02+1+02+1 3 1.02+1+02+1 3 1.02+1*02.1 3 531/a• 1+02+1+02+1 3 1+22+1+22+1 3 1+02+1+2+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 12" 07 1+02+1+02*1 3 1+02+1402+1 3 1*02*1+02*1 3 67 1+12+1+02+1 3 1.02*1+422+1 3 1+22.1+03+1 3 MAX. O.C. 74" 1+02*1+C2+1 3 1+02+1+02+1 3 1+02+1+422+1 3 74• 1+03+2+03+1 3 1+ 2+1*02+1 3 1+402+1+122+1 3 Irlt ar67 1*02+2+02.1 3 t.c2+t+c2*1 3 1./2+t+e2+1 3 64 1+ 3«2.03*1 3 1+ez+1.23.1 3a t*�+ + +1• s• • • i) FORWINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 1t1111 / LYN /'% aa" 1+C3*2+C3*1 3 1+C2+2*C2+1 3 1+02+1+C2+1 3 er 6• 1*03+3+C3+1 3 1+02.1.02+1 i3 t+c2+t+ia+1• a• • • • �i/I OW IN TABLE. •N't NY 0,..' ... HA- i,�' 'n� 10631e• 1+C3+3H 3+1 3 t+t z*2* 2+t 3 1+C2*1*C2+1 3 imam 1+t3+3+03.1 3 1+C2+2.02*1 •3 1+02.2+132+1 •3• • . • i ``` ��• .JCEN q� toe' 1+03+1+03+1 3 1+22+2+02+1 3 1.t2+1+c2*1 3 'or 1+c3+3.03*1 3 1+C2+2+132+1 ar 1+C2+1+:,2+1 a� • •• . . •�) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN 11r t.c3+3+03+1 3 1+C2.2.C2+t 3 1.C2+2.C2N 3 ttr 1+C3.3+C3+1 3 1+C2+2*C2+1 •3• r t+q.y2.1 i• • • WINMWS, SUBTRACT 1" FROM TABLE SIZE •P = * No. 55zOs '; = emir 1*C2+1+C2+1 3 1+C2.1*C2.1 3 1+C2+1+C2*1 3 53-Vr 1*C2.1+C2+1 3 1.02+1+02+1 3 1+02+1*22+1 3 DIMENSIONS. -_ * 67 • 1+02+1•02+1 3 1+492*1*02.1 3 1+C2+1*C2.1 3 60• 1+2e+1.03*1 3 1+122M*422.1 3 1*122+1+42.1 3 _: -_'fl ' ^7 74" 1402+1*02+1 3 1+C2M.C2+1 3 1+02+1+22+1 3 74' ('S t*C3+2*C3*1 3 1+G2+t+C2+1 3 1+C2H+C2.1 3 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS / �� -_ � � '. t '• ••• 64" eV 1«03+2+03.1 3 1+02«1+C2+1 3 tMS+t+f2*t 3 84 �'�\ 1+C3rz+C3+1 3 t.C2*t+C2+i 3 t 1.C2+t 3 i • • T�� G - L SHALL HAVE A TEMPERED I.G.GLASS CAP. O STATE o : T •' �� OW 1.C3+2+C3.t 3 1+C2+2+C2.1 3 1+02.1.02+1 3 eV e'r/l 1+p«a+03+t 3 1+02+24024. .3 14oz+1. 2.1 3 • • • %arei TidE DP AND ANCHOR QUANTITY REMAIN �t<% •••fZoRl0P.••'. �� 1063r6" 1+23+3+03+1 3 1+22+2+22+1 3 1M2+1.C2+1 3 106+Yr 1+03.3+W.1 3 1.02+2+02r 40 t4C2+2+C2*1 • • • t NONAiiGLsD. ,i S/•••""'•• �C%. ,///,o/vAliett\�N yr 1+03+3+03+1 3 1+C2+2+02+1 3 1.C2+1+12+1 2 1+03*3*03+1 3 ..% y« 1 3 t"L2+2.Q+1 IP • • • : 3• ttr i*C3«3+02+1 3 1+t2.2H2«1 3 1*C2*Z.C2.t 3 t1s t+c3.a«c3+1 a *�2+2+C2=1 s +2+C2+1 • • . 51 SSE LASS TYPE DESCRIPTIONS ON SHEET 2. A LYNN 1IL.ER, P.E. P.E.#58705 • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • i• •• • • • •• •• ••• • • • ••• • • t' BCIS Home Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts s Publications Contact Us BCIS Site Map Links Search (- Product .Approval Menu > Product or Application Search > Application List > Application Detail FL # `""""' Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL20470-R1 vision 2017 Approved Therma-Tru Corporation,, its tnevstrrarvrive Edgerton, OH 43517 (419) 298-1740 rickw@rwbIdgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies 1"S J • • • •••• • • • • •• • •• • • • • • • • •• • • • • • •••• •••• • • • • • •••• •••• •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. ' Validation Checklist - Hardcopy Received Certificate of Independence FL20470 R1 COI (b) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 ASTM G7 1997 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL20470 R1 Eauiv Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1,0 Go to Page 12/20/2016 08/18/2017 08/23/2017 10/10/2017 Model, Null er or Name a�Therma-Tru Fiber -Classic and Smooth -Star ppc J> Dyed or use in HVHZ: Yes A r d for u e outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • 20470.2 0 4 Page l/2i t0i e.a.� .. .'8 "Impact" Opaque Composite Edge Door (Inswing/Outswing;—If-cen€iQur-atfet})— ns FL20470 R1 I (b) Inst 20470.1.p I Verified By: Lyndon F. Schmidt, IiE. 4340 • Created by Independent Thhr i, artp: Yes Evalua io FL20470 R1 AE (b) Eval 20•4•/11 qdf FL20470 RI. AE (b) TT PlAtieS..2.pdf Created by Independent Thirddiarty: Yes• • • . • • • • • rglass Single • • • • b. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 120470.3 c. Therma-Tru Fiber -Classic and Smooth -Star • • • • • •• • • • •.•.•• • .._... ...................._•.......... Installation Instructions;• • : • FL20470 R1 II (b) Inst 2Q47Q.2t.pdf Verified By: Lyndon F. Schmidt• Nam. 434113 I Created by Independent ThRd Party: Yes. • • • • • Evaluation Reports • • • FL20470 R1 AE Cb) Eval 20470.2.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes • .....�._:. ..•................. ......_..•.. •. •.•.,, .........•••..•.• Nominal 6'8 "Impact" OpagmoC-Dirposite Eae Fiberglass Single • Door with Sidelite(s) (Inswii/Cjut wing; )00,40X •nor OXO • •configurations) Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product I particulars. 20470.4 d. Therma-Tru Fiber -Classic and I Smooth -Star Installation Instructions FL20470 R1 II (b) Inst 20470.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.3.pdf FL20470 R1 AE (b) TT Plastics.2.odf Created by Independent Third Party: Yes Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Single I Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 20470.5 Installation Instructions FL20470 R1 II (b) Inst 20470,4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 RI AE (b) Eval 20470.4.pdf FL20470 R1 AE (b) TT Plastics.2pdf Created by Independent Third Party: Yes e. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes • Design Pressure: N/A Other: See INST 20470.5 for Design Pressure Ratings, any • • • Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL20470 R1 II (b) Inst 20470.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.5.odf additional use limitations, installation instructions and product particulars. 20470.6 f. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 20470.7 g. Therma-Tru Fiber -Classic and Smooth -Star I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 20470.8 FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL20470 R1 II (b) Inst 20470.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.6.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes Nominal 6'8 "Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20470 R1 II (b) Inst 20470.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.7.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes h. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 20470.9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Impact" Glaze Composite Edye Fiberglass Single Door with Sidelite(s) (Inswing/Obitsiwing; x0,6Ittor OXO configurations) • • • •• • • •.. • ••••••• •• • Installation Instructions • FL20470 R1 II (bj Inst 264.7Verdf • Verified By: Lyndon F. SchpiTdi!1•4. 43409• • • • Created by Independent Thisd.fiarty: Yes •.,• • Evaluation Reports FL20470 R1 AE (b) Eval 204r70.8tpdf FL20470 R1 AE (b) TT PIastics.2.pdf •• • • • • • •• ♦ • • • • • • • • • • • • • Created by Independent Tpi! :11y: Yes • •' • • • Nominal 6'8 "Impact" Glazed Composite Eilge F•ioerglass Qouble Door with or without Sidelites4nseiving/Outnin9; XX or VIAL♦ • • configurations) • _ • _ • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL20470 R1 II (b) Inst 20470.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval20470.9.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes 20470.10 I j. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: N/A Other: See INST 20470.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 20470.11 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 20470.12 k. Therma-Tru Fiber -Classic and Smooth -Star I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) ................... Installation Instructions FL20470 R1 II (b) Inst 20470.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.10.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL20470 R1 II (b) Inst 20470.11.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.11.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes Nominal 8'0 "Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 20470.13 m. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: N/A i Other: See INST 20470.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six months l of installation.) 20470.14 n. Therma-Tru Fiber -Classic and Smooth -Star FL20470 R1 II (b) Inst 20470.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.12.odf FL20470 R1 AE Lb) TT Plastics.2.pdf Created by Independent Third Party: Yes Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Single Door with "Non -Impact" Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL20470 R1 II (b) Inst 20470.13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.13.odf FL20470 R1 AE (b) TT Plastics.2.odf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "1" part numbers for these Sidelites, which have been stained or painted within six months of installation.) 20470.15 o. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "J" part numbers for these Sidelites, which have been stained or painted within six months of installation.) 20470.16 Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass : Double Door with "Non -Impact" Sidelites (Inswing/Outswing; OXXO configuration) Installation Instructions • • • • FL20470 R1 II (b) Inst 20470.14.pdf • • e •. • Verified By: Lyndon F. SchmidC,•h.F•• 43409 • • • Created by Independent Th4r1•. Y: Yes • • • Evaluation Reports • • • • FL20470 R1 AE (b) Eval 2b'�9e.14.odf • i FL20470 R1 AE (b) TT Plastiesta.pdf • • • • • Created by Independent TI41.1: Yes • • • • • • •• • • • • • • •• •• •, •• rr r•••......._ .......• ....................... • • 0 • • • • • • Nominal 8'0 "Impact" Opacfie Composite Edge Fiberglass.S4rW a :. Door with "Non -Impact" Sidelite(a) (InswiaJ/OGtSt/ing; XQ, OX or • OXO configurations) • • • • • td?..�e___.__...,.• _y • Installation Instructions • • • FL20470 R1 II (b) Inst 20470.15.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.15.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes p. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "1" part numbers for these I Sidelites, which have been stained or painted within six months of installation.) 20470.17 q. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No : Design Pressure: N/A Other: See INST 20470.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "1" part numbers for these Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Double Door with "Non -Impact" Sidelites (Inswing/Outswing; OXXO configuration) Installation Instructions FL20470 R1 II (b) Inst 20470.16.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.16.pdf FL20470 R1 AE (b) TT Plastics.2.odf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) • Installation Instructions FL20470 R1 II (b) Inst 20470.17.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b)Eval 20470.17.pdf FL20470 R1 AE (b) TT Plastics.2.pdf Created by Independent Third Party: Yes Sidelites, which have been stained or painted within six months of installation.) 20470.18 r. Therma-Tru Fiber -Classic and : Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20470.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "3" part numbers for these Sidelites, which have been stained or painted within six months of installation.) 20470.19 s. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20470.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "3" part numbers for these Sidelites, which have been stained or painted within six months of installation.) 20470.20 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20470.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star Sidelites, this product approval requires the use of "3" part numbers for these Sidelites, which have been stained or painted within six months of installation.) --- Go to Page _ . Installation Instructions FL20470 R1 II (b) Inst 20470.18.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.18.pdf FL20470 R1 AE (b) TT Plastics.2.odf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL20470 R1 II (b)Inst 20470.19.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R1 AE (b) Eval 20470.19.pdf FL20470 R1 AE Lb) TT Pla:tics.2gdf Created by Independent Third•Party: Yes t. Therma-Tru Fiber -Classic and Smooth Star •••• • • • • • • •• • • • • •• • • •: i • • • i• ••• -1 Nominal 8'0 "Non -Impact" Oadtitt Compositue•6dye Fiberglass • i Single Door (Inswing/Outswiiia •K •onfigur•n>;ion). _. • • i • Installation Instructions • • • • • FL20470 R1 II (b) Inst 2p4712Zodf • Verified By: Lyndon F. Schmidt, Pk. 4341,9 • i Created by Independent Third Party: Ye • Evaluation Reports • • • FL20470 R1 AE (b) Eval 2t470.20.pdf • • • • • • FL20470 R1 AE (b) TT Plastics.2.pdf • • • Created by Independent Third Party: Yes r ••i • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe aecur1 RICs THERMAILIN® DOORS Fiber -Classic: & Smooth -Star., • • ••• • • • ••• •• •• • • • •• •• • • • • •• • •• • • • • • • • • ••• • • • • • • • • •• •• • • • • 000 • • • • 04,0 • • • • • • • • • • • • • • •• • • •...•. •• • • • • • • •• • • • • • • • •• • • • • • • • • • ••• • ••• • • • •• ••• • • •• • • • • COMPOSITE EDGE ' ' ' ' "' " OPAQUE FIBERGLAS ► GLE DOOR INS WI ERAL NOTES 1. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2.Product anchors shall be as listed and spaced as shown on beyond wall dressing or stucco. e• ment to base material shall be 3. When used in the "HVHT• this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 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 FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing 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. This product meets the water infiltration requirements for the "HVHZ". 8. Outswing configurations using Coastal Sill (item # 19) & Composite Sill (item #16) under active doors meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHZ" and shall 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 SHEET* DESCRIPTION SHEET* 1 Typical Elevations, Design Pressures & General Notes 7 Vertical Cross Sections (Thresholds) 2 Door Panel Details 8 Buck & Frame Anchoring 3 Elevations 9 Hardware Details 4 Horizontal & Vertical Cross Sections (2X Buck) 10 Components 5 Horizontal & Vertical Cross Sections (1 X Buck) 11 Bit of Materials 6 Horizontal & Vertical Cross Sections (Direct to Masonry) • • 37.75" MAX O.A. FRAME WIDTH ICI X CONFIGURATION LOCK HARDWARE DESIGN PRESSURE (PSG INSWING DESIGN PRESSURE (PSG OUTSWMG POSITIVE NEGATIVE POSITIVE NEGATIVE ' x Kwikset +75.0 -75.0 +80.0 -80� -75.0 x Schlage +75.0 -75.0 +75.0 X Multipoint +55.0 -60.0 +55.0 -55.0 See Sheet 3 for Hardware Specifications CC CCCO ly w" V 0 a PART OR ASSEMBLY: UPDATE TO 6TH ED. _(2077) FBC w 0 0 z DATE 08/02/ 6 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 1 OF 11 © 2016 R.W. BUILDING CONSULTANTS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0000 C 0 0 0 0 0 C2Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETAIL A -A PANEL REINFORCEMENT (0.023" Thick Steel) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • --- 0 5• e iVEitg • e• • e• • •• 3.6•• • •0.7' • • • • • • • • • • 0.5' . • • • • . • • • • • COMPOSITE CAP HINGE STILE (ENGINEERED WOOD) <7.cy 441471' STEEL REINFORCEMENT 28.86% OPEN AREA MAX. * #8 X 2.5' PFH WS (TYP. @ EACH DOOR CORNER) 36.0" MAX. DOOR PANEL WIDTH 1 \ X \ / / \ DOOR PANEL BOOK • • COMPOSITE • • STEEL REINFORCEMENT INBERIOR • • • • LOCK STILE CAP (0.023" TUX.) •. •••• •VGINEERED WOOD) CI HORIZONTAL CROSS SECTION 35.813"MAX. DOOR PANEL WIDTH 79.25' MAX. DOOR PANEL HEIGH \ / \ / / \ 11:611 \ X 0 0 0 DOOR PANEL Hybrid Door COMPOSITE CAP HINGE STILE (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH CD) 79.06" MAX. DOOR PANEL HEIGHT \ \ \ / \ / \ 9 *I DOOR PANEL U1 Door EXTERIOR STEEL REINFORCEMENT (0.023" THK.) C2) HORIZONTAL CROSS SECTION INTERIOR INTERIOR 1-- 1.71" --•-1 COMPOSITE LOCK STILE CAP (ENGINEERED WOOD) TOP RAIL (COMPOSITE/ENGINEERED WOOD) STEEL REINFORCEMENT (0.023' THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) EXTERIOR INTERIOR FIBERGLASS SKIN (0.073" THK.) BOTTOM RAIL (COMP.) 1.71" EXTERIOR °VERTICAL CROSS SECTION c VERTICAL CROSS SECTION 0 ce 0 •Jo> (.4?1 0 OOR PANEL DETAILS ci z 0 (.7 DATE 08/02/16 SCALE: N. T.S DWG. BY: JK CHB. Eh% LFS DRAWING NO.: FL-20470.1 ri5 0 0 SKEE1 2 OF 1 1 0 y>1rL vlwaf :\uICf16\I nertna 111 rrlwlnhICIVI\A fu1lUarl000UMIrylUV • • ••• • • . •.. .• •• . • •• . •• . • • . •• . • • . • • • • • • . •••• • • • • • . . ••• • • • • . • • • . • . . • \\ II• •••• •.•• ••. .• •\.� • .•• • •• • • • • •• • • • • • • • • •= �• o • • • • • •• • . • • • • = V� • • • • • • • • • • < 4 5 6 4 5 6 6 1 / \ \ / DC / \ / m EDID ,0,1111IIl/, /i �lJ 'i LL 0, ••• • . • •• ••• •• ,/�I �•k (5y\\\� he • • / \ QtM� per^ ''III II • O M 4) Z a N •: O (7 . = Q 1i Z p m C) G W0 O C W k VIM 5 o20] �a maali t.d E•z CW O JTD ..• 11' � SEE HARDWARE CHART 111 HARDWARE TABLE j :. MANUFACTURER SCHLAGE KNOB: F51 860 KWIKSET nurre (THERMA-TRU) KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980)_� MULTIPOINT : MPDGART (3 pt. Manual Tongue) Fber-Classic/Smooth-Star Door Panel Options Panel options shown are for illustration and are representative only (similar opaque panel configurations are allowed) Dr o ce g Lu ~m PART OR ASSEMBLY: ELEVATIONS >- m UPDATE TO 6TH ED. (2017) FBC 0 z 5 z 0 N_ DAM 08/02/ 6 SCALE N.T.S. DWG. BY: JK CHK. B'f: LFS DRAWING NO.: FL-20470.1 SHEET 3 OF 11 © 2016 R.W. BUILDING CONSULTANTS INC. 1-1/4" MIN. EMB. (TYP.) 0 0 0 43 0.1 (NP) P) a < e 0.��11�10 _rmnxnauur a: "t O INTERIOR • • "sirk.:""" 00 0 000 EXTERIOR HORIZONTAL CROSS SECTION q Shown w/ 2X Buck Outswing shown (Inswing similar) • • ••• • • • ••• •• •• • • •• • •• •• . • • • • •• • •• •• • •• • • • • ••• •• • •• • • •• • •• •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • • • • • • • • • • • • • 7 • •• EXTERIOR • INTERIOR lOQ VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) INTERIOR � m /11..i'uit0 . I „111.' Lkk EXTERIOR 000 0 0 HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) 1-1/4" MIN. EMB. (TYP.) PART OR ASSEMBLY: Y JU CC X yyN JO ZU Ny CYO" 00 C 0 UPDATE TO 6TH ED. (2017) FBC LLI 0 0 z DAB 08/02/ 6 SCALE: N.T.S. on. BY JK ay. BY: LFS DRAWING NO.: FL-20470.1 SHEET 4 OF 111 ® 201 6 R.W. BUILDING CONSU 0 0 =o. O111//itdo Iillri1111 iimpry-, --_ v% n7 ® 000 • • •• • • ••• •• •• • •• • •• •• • • • • • • • •• •• • • • • • • • . ••• • • •• • • ••• • • • • .•• • • • • • • • • •• •• •• • •• ••• �• . • • • • • • • • •• • • • • • • • • • ••• ..• • m ° • • . •• 0 • .114111101111111 1 X Buck to be secure• • • • masonry by others 000 HORIZO CROSS SE Sh EXTERIOR INTERIOR EXTERIOR INTERIOR 0 0 vaiii1 NEU nommumoriju L_ INN 000 CD 0 O o H°� $ Sh nw/1Xsub-buck Outswing s own nswmg s mt ar) 1-1/4" MIN. EMB. (TYP.) 10 Ws 2W co U 0 a PART OR ASSEMBLY: m NT] UPDATE TO 6TH ED. (2017) FBC O Z DA1E:08/02/ 6 sr F N.T.S. DWG. BY: JK ciK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 5 OF 11 0 1111111111 lV 11 © 1Ih»ql� i OVERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16 jamb 1-1/4" MIN. EMB. (TYP.) 0 • • ••. • . • ••• .. .. • • •• • •• .. . • • • • •. •. •. •• • • . •. • • •. •••. •. • •• • • •. •• • •. •• • • • •.• • •• •• • • • • • • • • • • • • • • . • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF 0 0 INTERIOR 0 .1111111.10111 0� IN1-1/4" MIN. EMB. (TYP.) 0 II 06 22 HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 4-9/16'jamb EXTERIOR Tn 33 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry. Outswing only w/ 4-9/16'jamb in 44 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/ 16' jamb � Q O IPIIN INTERIOR 71 © mmm 0 1-1/4" MIN. EMB. (TYP.) c-) HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb EXTERIOR 1-1/4" MIN. EMB. (TYP.) 66 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb 0 o IN N "m U 0 K D. PART OR ASSEMBLY: UPDATE TO 6TH ED. (2017) FBC W 0 z DATE 08/02/ 6 SCAM N.T.S. Dm. m': JK OHK. Err. LFS DRAWING NO.: FL-20470. 1 SHEET 6 OF 111 020I6 R.W. BUILDING CONSULTANTS INC. • • • • SEE NOTE 1 • . •.• • • • ••• • . • • • • • • • •• • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• • • • • • • • • . • • • 000 Notes: 1. Sill Item #'s 17, 18, 19, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1V'•q(h s jreviis at eaevIci• • • • • • • • Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/2" pfh screws at each end. • • • • • • • • • • Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2' pph SMS at each end. • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • INTERIOR EXTERIOR Om0 O II/ ii�T►� ®00 SEE NOTE 1 EXTERIOR SEE NOTE 1 •• •• •• •• ••• •••• ••• • • • • • INTERIOR • • •• ot VERTICAL CROSS SECTION Inswing Sill INTERIOR cpVERTICAL CROSS SECTION Outswing Sill (Coastal Sill Shown) EXTERIOR 00000 • cVERTICAL CROSS SECTION Inswing Sill 0744 VERTICAL CROSS SECTION Public Access Sill 0 cco �o y Q N w L5zix 0 U 0 0 NN a >- m U 6TH ED. (2017) REVISIONS T. 0 O z DATE 08/02/ 6 sCN.E N.T.S. DWG. SY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 7 OF 111 INS CONSULTANTS INC. m ®2016 R.W MASONRY PP) 2X BUCK ANCHORING • • ••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• •• • • • ••• • • • ••• • •• • • • •• • • • • • •• • • • •▪ • • •▪ • •• • • • • • • •• • •• • • •• • • • • •• •• • • •• •• • •• • • • • • • • • • • • • • • ••• ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 2X BUCK ANCHORING (3) #8x2-1/7' PFH WS JAMB TO HEAD DETAIL (TYP.) FRAME ANCHORING E�o oZ ; S 3`0: zo tro <(0 cn zg w� xw PART OR ASSEMBLY: FRAME ANCHORING 0 r UPDATE TO 6TH ED. (2017) FBC z 0 Cn- 0 0 0 z DATE 08/02/ 6 scat: N.T.S. DWG. B: JK CHIC 9Y: LFS CRAWINC NO.: FL-20470.1 sim 8 or 11 `A 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY LATCH & DEADBOLT DETAIL Kwikset 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK IX BUCK DIRECT TO MASONRY LATCH & DEADBOLT DETAIL Schlage SUB STRIKE PLATE LATCH & DEADBOLT STRIKE DETAILS (Standard Deadbolt Strike Plate) • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • STR KE JAMB Latch and Deadbolt • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •.. 0 • • • • • • • • • N • • • • • • • NE INIlGE • • I?Et L (T(P.) •• DIRECT TO MASONRY DEADBOLT STRIKE DETAILS (Security Deadbolt Strike Plate) • • HINGE JAMB 0 SEE TONGUE STRIKE DETAIL (TYP.) SEE LATCH & DEADBOLT DETAIL 0 STRIKE JAMB Multipoint Lock 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY TONGUE STRIKE DETAIL Mullipoint Lock LATCH & DEADBOLT DETAIL Multipoint Lock MULTIPOINT LOCK STRIKE DETAILS 0 PART OR ASSEMBLY: HARDWARE DETAILS )- m UPDATE TO 6TH ED. (2017).FBC z 0 0 z DATE: 08/02/ 6 SCALE: N.T.S. DWG. Br: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 9 of 11 z tv ❑ 0 W 0 7.59" 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1/2' 33 INSWING THRESHOLD Inswing Basic Foxed Sill 5.75' 6.2-; INSWING THRESHOLD Inswing Moderate Climate Sil 1-3/8" 35 INSWING THRESHOLD Inswing Moderate Climate Sill 36 INSWING THRESHOLD Inswing Basic Rxed 5-3/4" Sill • . ••• . • • ..• .• •• . • .• . .. .. . • • • • • . • •• • • . • •• • • •. • .•• •• • • • • • . . . • • • • ••. • • • • . ••. . • . • • . • • • • • . • f • • • • •• • • . . • • . • . •. • . • • • • • • • • • • • 7.S' •• • • • ••• • • • • • • • • • • • • •• • • • • • • •• • • ORVSION(PTHRESHOLLI, • • • Inswing Basic Fl d 7-1 2" • • • • • 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 3i INSWING THRESHOLD Inswing Basic Composite Adjustable Sll 15 PUBUC ACCESS THRESHOLD ��VI IVI �i-1.79" --I I--1.92' En OSWEEP ()SWEEP mil � I CS 2.06" SWEEP 0 2.36" —{ OWOOD JAMB 6 OUTS WING THRESHOLD Composite Sill MAX. F55 PSF (where water infiltration is required) OUTSWING THRESHOLD Composite / Aluminum SBI (Thermal Break) 9 COASTAL OUTSWING THRESHOLD Wood / Aluminum Sill CC 0 CC Q 2 CC m U 0 0. o_ PART OR ASSEMBLY: COMPONENTS UPDATE TO 6TH ED. (2017) FBC xn z 0 w 0 0 z DM 08/02/ 6 KALE N.T.S. DWG. BY: JK ONK. err: LFS DRAWING NO.: FL-20470.1 Srr 10 OF 11 2016 R.W. • ••. • • • ••• .• •• . • •• • •• •• • • • • • • • • ••• • • •• • • •• .•• •• • •• • • •• • • •• •• • • • • • • • • • • • • • • •• • BILL OF MATERIALS • • • • • • •. • • BILL OF MATERIALS •• • • • • • REM # • DESCRIPTION ' • • • •• • • • MKTERIALS • • • .. • • f1EM # DEiCRIPNOf j MATERIAL A 1 X BUCK (SG >= 0.42) • •WOOD • • 426 40II * 214 PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW •• • :TELL .' • ;'2$ : • flE415130LT STRIKE PLATE STEEL ME 301 OR HOLLOW BLOCK CONFORSONRY - 3,000 PSI MIN. MING TO ASSE TMING C OTO ACI ... �QNCRQ. •• .1 A6 • SECURITY BSTRIKE PLATE STEEL 24• EADD�9OLT STRIKE PLATEOLT (SECURI STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L # 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - 17 OUTSWING THRESHOLD ALUM/COMP _ 42 DOOR PANEL (U1) - 18 OUTSWING THRESHOLD ALUM/COMP 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD 22 #8 x 3/4" PFH WOOD SCREW STEEL 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 # 10 x 1" PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations 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, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE .:; ANCHOR SIZE. " MIN EMBEDMENT `MIN. CLEARANCE:. TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR`... ITW TAPCON® 1/4" 1-1/4" 2" 4" ELCO ULTRACONe 1/4" 1-1/4" 1" 4" ITW TAPCON. 3/16" 1-1/4" AS SHOWN 1-1/2" WOOD SCREW INSTALLATON NOTES: 1. Maintain a m•nimum 5/8" edge distance, "end dlstance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. oo ~m 0 0 a PART OR ASSEMBLY: BILL OF MATERIALS } m UPDATE TO 6TH ED. (2017) FBC z 0 ET) n w 0 O z DAM 08/02/ 6 sour N.T.S. own. ar: JK CHK. es LFS DRAWING NO., FL-20470. 1 SHEET 11 OF 11