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WS-09-457 u N �s�jOc Miami Shores Village @il$ 10050 N.E. 2nd Avenue' Miami Shores, FL 33138 -0000 y area Phone: (305)795 -2204 F <ORIt1p' ' & " Expiration: 09/22/2009 Project Address Parcel Num Applicant 1310 101 Street 1132050230010 Miami Shores, FL Block: Lot: RICARDO/ ISABELLE ROMAN S Owner Information Address _ P _ Ce RICARDO/ ISABELLE ROMAN44m 1310 NE 101 ST (305 )757 -5446 (305)467 -5129 MIAMI SHORES FL 33138 -2611 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 FLORIDA HOME IMPROVEMENT (954)792 -4415 Total Sq Feet: 0 Type of Work: 1 IMPACT DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Classification: Residential Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $2.40 WS -3` -b9 -34322 $ 118.95 $50.00 Education Surcharge $0.80 Permit Fee $110.00 WS - 09 - 34322 $ 118.95 $ 118.95 $ 0,00 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $2 Total: $118.95 In consideration of the issuance to of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informa'i(xi is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above na;r,cxl x,itractor to do the work stated. _ April 02, 2009 Authorized Signature: Owner / Applicant _m /. Agent Date Building Department Cop April 02, 2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305 795.2204 Fax: 305) 756.8972 BUILDING Permit No. 11� � 01 -4-�. PERMIT APPLICATIO M 1009 Master Permit No. FDC 2004 w•• .• • ••••••• Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 15_0�>e it e ( -o+.- a r% Phone Owner's Address 13 t p UG I o t 5 T City A 2`l, 'JVIOV C S State 1C, Zip - 33 3 Tenant/Lessee Name Phone Job Address (where the work is being done) 13 1 CD x_)L, 10 I City Miami Shores. Village County Miami -Dade Zip 3,313 b FOLIO / PARCEL # -1 V 32:05.OZZ - po 1(D Is Building Historically Designated YES NO Coutractor's Company Name C . - k4cx�-G s tPrayQ eZ) Phone# gS4 Contractor's Address City �O��Tc -�? t7f��/ State Zip 5 le__ Qualifier Name UUNPQ 4i a4 eS 1 - 1- s3C I. Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) :�V--, r_ bl�tJ2xm_A] Phone # %t_t 35k OC, l p C) Value of Work For this Permit $ Square 1 Linear Footage Of Work: Type of Work: QAddition []Alteration QNew J;3-1e Q Demolition Describe Work: -. Ce_ D T r 2 1 Fees , `Subm ittal Fee $ ,,V Permit Fee $ CCF $ 2. Notary $ Training/Education Fee $ Technology F ee $ — Scanning $ �A) Radon $ DPBR $ Zoning $ 1B�nd $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ S e Rev G�.qs Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lenders Name if applicable) i ni R 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS: and 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 U c , W — & 6, et� - g Owner or Agent Contractor The fore oing instrument was acknowledged before me this The fore mg instrument was acknowledged before me this day ofl �, 2t[1 —, by J bQ �1Q '110 4l c�'.t.> day of 20 CK1 b yC` who is p known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: EZ Sign: Sign: IMA �►�M Print: Print: +M gyp' 1S10J4QQ 2p12 My Commission Ex E)tP�R`pN,m - �R� pea�rt' XP = ' F My Commission E EX at a4 * 4e,t,1r & * * *st *�� * * * *� *,�,� � v " " " g53 c9s ie ivicR *t de *4r 9eak * * *9rk *k 9r *k Ant atr *ii drfFk *ir lr *!r!i *ati8rar dr Aric is k � � � � y � ? . �1a�,6s�1 *st * * *t * *�,t * * * ** APPLICATION APPROVED BY: V Plans Examiner Engineer Zoning (Revised 02/08106) Miami -Dade My Home http: / /gisims2.miamidade.gov /myhome /propmap.asp My Home ,.. MIAMI•DADE Show Me: - - -- — Legend Search By: Property Select Lam Boundary Selected Property Text onlys�+ Property Appraiser Tax Estimator Street Highway Portability $ O.H. Calculator tGri Miami -Dade __....._ . County S mmairy Details: ® Water Folio No.: 11- 3205 -023 -0010 _. Property: 1310 NE 101 ST Mailing RICARDO J ROMAN &W A ddress: ISABELLE A W 1310 NE 101 ST MIAMI S HORES FL 8 33138 2611 Pro pertv Information. Primary Zone: 0600 SINGLE FAMILY !RESIDENCE _ CLUC: 001 RESIDENTIAL - E LSINGLE FAMILY B eds/Baths - 312 Floors: ._. t _. .. Liven Units: f1 d S Foot e: 12,904 Lot Size ,14,305 SO FT Digital Orthophotography - 2007 0 .�....�. 117 ft Y ear Buift: 1 1953 IM SHORES BAY PK ESTSi Legal Description:IPB 5583 LOT 1 BLK 1 OT SIZE 92 X 154 My Home I Property Information I Property Taxes OR 15117 -2849 0691 1 - - - "— 1 MyNeighborhood I Property Appraiser _ Sale Information: Sale O /R: !15117 -2849 Sale Date: &/1991 Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer Sale Amount: ;$300,000 Assessment Information: Year: 2008 2007 Land Value: $1,346,429 $1,683,03 If you experience technical difficulties with the Property Information application, _.. ` _ " __ _ "" °"_., "» or wish to send us your comments, questions or su estions Building Value: $430,486 $430,486 yo Q 99 Market Value: $1,776,915 $2,113,523 please email us at Webmaster sessed Value:$550,788 $534 746 Exemption Information: Web Site ear 2_00_8 20 © 2002 Mami -Dade County. H omestead: $25,000 $25000 m ' All rights reserved. __.. .." _ � o _.. 2nd Homestead YES NO Taxable Value Info rmation : ear. 2008 2007 T axi i ng "Applied LL Applied uthority: Exemption/ Exemption/ Taxable Value: Taxable Value: R ional: $50,000/$500,788$25,000/$509,74 County $500001$500,78 $25,000/$509,74_ City: $ 50,00 0/$_ 500,78 $25,000/$509,746 School B $25,000/$525,78 $25,000/$509,746 _ _ Additional Information Click here to see more information far this property: Community Development District Community Redevelopment Area r­­ ­f 7- 1 of 1 3/9/2009 9:08 AM 11f 1111 111 #1Id 1111 I1 #1111111 fill 1111 C-FH 20� :9l Z#:)2 1IL -48 ;S O EC RDED 3/ 4/20 ` NOTICE OF COMMENCEMENT 9: ` rEi:�Eih:uEGt 0 ii�e�4° =§•2 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY n.UVIN r CLERK OF L.OURT MIAMI -DADE COUNTY? FLORIDA O 5 LAST PAGE PERMIT NO. TAX FOLIO N0. - OZ3 - ��' � STATE OF FLORIDA: JE COUNTY OF MIAMI -DADE: R {; he �°�' COU '�rr' THE UNDERSIGNED hereby gives notice that improvements will be mad C' ' i " t _ u N property, and in accordance with Chapter 713, Florida Statutes the ,fol "y !f r , ;;,; County p� a coo•we aua V �4- is provided in this Notice of Commencement. � Courts Space above reserved for use of recording office 1. Legal description of property and street/address: H 6k1Qy2`J t�St � °� \�`` A 131 0 OF 10 1, '51 a s (1k:1 5 ye-5 15i�i_ 1 2. Description of improvement: D009- 3.Owner(s) name and address: 1 1 h3 o 1 ( Interest in property: ft,_3 r \D-Al Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: FHA Florida Home- Ass 5. Surety: (Payment bond required by owner from contractor, if any) LCnC) SW 30th Ave. Name, address and phone number: Hollywood, F23312 Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's otce as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording uniess a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. atur s nr f�inr t owed Offic r /Director /Partner /Manager B I r� s.rt9t�✓c . Print Na a Print Name LAOIZ2 5..'30TIAr- Title /Office i XG4- Title /Office I \w tw - 311 STATE OF FLORIDA COUNTY OF MIAMI -DADE (� The foregoin ' tru nt v ackno dged before me this day of B w / e M 4 1-n V vidually, or L) as for sonally known, or ❑ produced the following type of identification: Signature of Notary Public: �p9 Print Name: , 12 (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES g "' 9 p�FiE No ,�H Se Under penalties of perjury, I declare that I have read the foregoing and of that the facts stated in it are true, to the best of m knowledge and belief. yip 3 o ,y 1 11 398. Signature( of ` wnp or O s Authorized Off icer /Director /Partner /Manag signed above: - C.� -.._- ! By �za.o�sz rn a nror IIL Vil OM A i,7 L; A 1411i 0 ttft rs � CU - IMMUP Ik'"A IL AlLf: Ilem lup uk I I v WhOLIN IN "llowlt IIN ift"W;AmwmmmqlL ON Row lam Ike JiWv!�ATZA nA 03/02/2009 - 5:01 pm troyb FA03 Elements \10 Loading \11 Calculators\ASCE 7 -05\_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH MRH =0 -6U' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C S E S FOR ALT Kd INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: DESIGN PRESSURES (PSF) - Zone 4 Mean DESIGN PRESSURES (PSF) -Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS Mean DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. Roof Tributary Area ISg Ft) Roof Tributa Area S Ft USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. Height 10 15 20 25 30 35 40 41 1 50 Height 10 15 20 25 1 30 35 40 45 1 50 2. FOR SITUATIONS THAT REQUIRE Kd =1.0,: TABLE VALUES ARE UNDER - DESIGNED BY A -50.4 - 49.2 - 48.3 -47.6 X7.1 -46.6 - 46.2 - 45.9 •45.5 -62.2 59.8 -58.0 56.7 -55.6 -54.6 -53.8 -53.1 -52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 0 -15ft 0 -15ft +41.9 +41.6 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT, +41t6 +46.5 +45.2 +44,4 +43.7 +43.1 +q2.7 +42.3 +46.5 +45.2 +44.4 +43.7 +43.1 +42,7; +42.3 +41.9 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° 16 ft 51.1 -49.8 - 49.0 - 48.3 - 47.7 - 47.3'. -46.8 - 46.5 -46.2 16 ft -63.1 -60.6 58.8 -57.5 -56.3 55.4 -54.6 53.9 -53.2 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. +47.1 +45.9 +45.0 +44.3 +43.7 +43.3: +42.9 +42.5 +42.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT -52.4 -51.1 -50.2 -49.5 - 48.9 -48.4 -48.0 ': -47.7 A7.3 -64.6 -62.1 -60.3 58.9 -57.8 -56.8 -55.9 -55.2 54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 18 ft 18 ft + +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE .3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 +48.3 +47.0 ASSUMPTION. -53.5 52.2 -51.3 -50.6 -50.0 -49.5' -49.1 48.7 -48.4 fl24ft -66.1 -63.5 51.6 -60.2 -59.0 -58.1 57.2 56.4 -55.8 7, CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3' +44.9 +44.5 +44.2 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44,9 +44,5 +44.2 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -53.3 -52A -51.6 -51.0 50.5 -50.1' - 49.7 -49.4 -67.4 -64.8 52.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT- / 3). USE THE AREA BETWEEN STRUCTURAL 22 ft +q$,1 +47.4 +46.8 +q6.3 +45.8 +q5.4 +45.1 OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 +50.4 +49.0 AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -68.7 56.0 54.1 52.6 -61.4 -60.3 -59.4 58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER 24 ft +51.3 +49.9 +49.0 +45.2 +47.6 +47,1 +46.7 , +46.3 +45.9 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 - -51.5 7.1 -51.1 26 ft +52-69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 59.6 -58.9 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER 26ft +5 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 2.2 +50.8 +49.8 +49,1 +48.4 +47.9 +47.5 +4 +46.7 .2 +50.8 +49 .8 +49.1 +48.4 +47,9 +47,5 +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. -57.5 -56.1 55.1 -54.3 53.7 -53.2 -52.7 -52.3 -51.9 -70.9 -68.2 -66.2 54.6 463.4 -62.3 - 61,4'. 50.6 -59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 28 ft 2$ ft +53.0 +51.6 +50.6 +49.8 +49,2. +48.7 +48,2+47.8 +47,4 MUNICIPALITY IN ACCORDANCE WITH CODE. +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.$ +47.4 30 ft -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 30 ft -72.0 59.2 -67.1 -65.6 -64.3 - 63.2 - 62.3. -61.5 -60.7 GENERAL NOTES: +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +qg,g +48.5 +48.1 +53.8 +52.3 +51.3 +50.6 +49,9 +49,4 +q8.9: +4$.5 +48.1 1. THESE CHARTS ARE VALID AS ASITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY 32 ft -59.1 -57.7 -56.7 -55.9 - 55.2 54.7 -54.2 -53.8 -53.4 32 ft -73.0 -70.1 58.1 56.5 -65.2 - 64.1 »63.1 -62.3 51.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49,6 +49.2 +48.8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -59.9 -58.4 57.4 -56.6 -55.9 -55.4 -54.9 54.5 -54.1 -73.9 -71.0 58.9 -67.3 56.0 -64.9 54:0 -63.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +qg,8 +49.4 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 BUILDING DEPARTMENT AND PERMIT HOLDER NO WARRANTY F ft COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING +55.2 . OR APPLICABILITY OF TABLE [40ft "60.6 -59.1 58.1 -57.3 -56.6 -56.1 -55.6 -55.1 54.8 36 ft "74.8 - 71.9 59.8 58.1 56.8 -65.7 - 64,7. -63.9 -63.1 VALUE USE IS OFFERED HEREIN. +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED -61.3 -59.8 -58.7 -57.9 57.3 -56.7 -56.2 55.8 -55.4 38 ft -75.7 -72.7 -70.6 58.9 -67.6 -66.5 -65.5 54.6 53.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 52'0 50.5 -59.4 -58.6 57.9 -57.3 -56.8 -56.4 -56.0 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 57.2 56.2 55.3 54.5 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II +57.1 +55.6 +54.5 +53.7 +53.0 +52,5, +52.0 +51.5 +51.1 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. 42 ft -62.6 51.1 -60.0 -59.2 -58.5 57.9 -57A -57.0 -56.6 -77.3 -74.2 -72.1 -70A - 69.0 -67.9 -66.9 -66.0 -65.2 TOPOGRAPHIC FACTOR':Kzt =1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 r +52,1 +51.7 42 ft +57.7 +56.2 +55.1 +54,3 +53.6 +53.0 +52.5 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. 44 ft "63.2 -61.7 -60.6 -59.7 -59.1 58.5 .58.0 -57.5 57.1 -78.0 -75.0 -72.8 -71.1 - 69.7 -68.5 57.5 56.6 -65.8 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ +54.1 +53.5: +53.0 +52.6 +52.2 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. +58.3 +56.7 +55.7 +54.8 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 63.8 -62.3 -61.2 50.3 -59.6 59.0'. -58.5 -58.1 -57.7 '. 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 59.2 -68.2 - 67.3 -66.5 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 46 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1...- +52.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR -64.4 52.8 - 61.7 -60.8 -60.1 -59.6 -59.0 -58.6 58.2 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 AFFIRMATIONS ARE INTENDED. 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54,0 +53.6 +53.1 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF -MRH, PEAK ROOF -64.9 53.4 - 62.2 -61.4 -60.7 50.1 -59.5 -59.1 -58.7 50 ft -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 57.6 WHICHEVER IS SMALLER, BUT NOT LESS THAN 4 ' OF LEAST HORIZONTAL HEIGHT 50 It +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54,5 +54.0 +53.6 DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAN ! 55.5 53.9 52.8 -61.9 51.2 50.6 50.0 -59.6 -59.2 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 59.9 59.0 -68.2 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 52 ft +60.4 +58,8 +57.6 +56.8 +56.1 +55.4 +54.9 +54,5 +54,0 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54,9 +54,5 +54.0 a EAVE a HEIGHT 66.0 -64.4 -63.3 -62.4 - 61.7 - 61.0 -60.5 -60.1 -59.6 54 ft -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 59.6 -68.7 ROOF HEIGHT ft +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54,9 +54.5 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 56 ft 56.5 -64.9 -63.7 - 62.9 - 62.1 -61.5 - 61.0 - 60.5 -60.1 56 ft 52.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70,1 59.3 J I ® I 5 O +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58 6.9 +55.3 +54.9 .5 +57.7 +5 +56.3 +55.8 60 ft -67.5 -65.8 -64.7 53.8 - 63.0 -62.4 -61.9 51.4 -61.0 60 ft "83.3 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 ELEVATION +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 WALL ZONE FIGURES IS RIC �� o to REMARKS DRWN CHKD DATE < 'a cn ° 2007 FLORIDA BUILDING CODE ENGINEERING 6f D < INIT ISSUE CL FLB 04/19/06 pD 0 - 0Z EXPRESS ® _ ° m m US REVISE FOR 07 FB °� C TSB FLB 02/23/09 * T JI. ASCE 7 -05, MRH = 0 - 60 FT [0--Mw- 0 DESIGN LOADS FOR 160 SW 12th AVENUE, #106 9 COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 � N (n m THIS DOCUMENT IS THE PROPERTY OF FRANK L.BENNARDO, PH: (954) 354 FAX: (954) 354 -0443 03 p RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART W WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. W W W . E N G EX P. CO M ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER CERT OF RUTH #9885 ? v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ko m INVALIDATE OUR CER FICATION. MIAM MIAMI DADE COUNTY, FLORIDA =win METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FIAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FIARIDA 33130.1563 (305) 375 -2901 FAX (305) 37$.2908 NOTICE OF ACCEPTANCE OA www.buildingcodoonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Carle, including the High Velocity Hurricane Zone. DESCRIPTION: Series "630" Aluminum Sliding Glass Doors w/ wo Reinforcements -NI APPROVAL DOCUMENT: Drawing No.4406-2, titled "Alum. Sliding Glass Door- Non - Impact ", sheets lthrough 19 of 19, prepared by manufacturer, dated 10 - 22 - 07 and last revised on 03/11/08, signed and sealed by Lucas A. Turner, 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 Division. MISSILE IMPACT RATING: None: Approved shutters complying w/ FBC, as applicable, are required. Limitation: 1. A&90 degree doors must be reinforced regardless of design pressure. 2. Refer to table in sheet 3 for Positive design pressure limitation Vs sill height LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of 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 # 06-0523.02 consists of this page I as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. an,4WI)We CoU- NOA No. 07 -0511.05 Expiration Date: November 11, 2009 Approval Date: April 03, 2008 ` �� Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4406 -2, titled "Alum. Sliding Glass Door- Non - Impact ", sheets Ithrough 19 of 19, prepared by manufacturer, dated 10 -22 -07 and last revised on 03/11/08, signed and sealed by Lucas A. Turner, P.E. B. TESTS (test reports transferred from file # 06- 0523.02) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -4164, dated March 25, 2004, FTL -4168, dated March 25, 2004, FTL -4169, dated March 25, 2004, FTL -4173, dated April 02, 2004, FTL -4174, dated March 31, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524, dated Febl6, 2005, FTL -5075 dated Nov 22, 2006, and FTL- 5084 dated Dec 22, 2006 all signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 10 -01 -07 and last revised on 03/11/08, prepared by PGT, signed and sealed by Lucas A. Turner, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10- 01-07, signed by Lucas A. Turner, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 06 -0523.02, expiring November 11, 2009. 2. Test proposal # 06 -0114 dated 04 -14-06 approved by BCCO. is �- Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07 -0511.05 Expiration Date: November 11, 2009 Approval Date: April 03, 2008 E -1 GENERAL NOTES: NON - IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED) 1. GLAZING OPTION TYPES: A 3/18" TEMPERED GLASS. TEST REPORT FTL4173. B.1/4" TEMPERED GL ASS. TEST REPORTS FTL -4188 AND FTL-N 72. C. 13118" INSULATED GLASS (LG.r (2) LITES OF 3/18" TEMPERED GLASS WITH A 7118" AIR SPACE. TEST REPORTS FTL -4184, FTL -4169 AND FTL-4174. 2. CONFIGURATIONS: SEE SHEETS 4 AND S. NOA DRAWING MA P 3. DESIGN PRESSURES: SEE TABLES, SHEET 2 AND 3. SET A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 OR ASTM E 1300-02. GENERAL NOTES - 1 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.98 OR ASTM E 1300-02. GLAZING DETAILS,_._...... 1 DESIGN PRESSURES....... 2 -3 4. ANCHORAGE: THE 331/3%. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ALL ANCHORAGE REQUIREMENTS, SEE SHEETS ELEVATIONS ...._............ 4 15 THROUGH 19. CONFIGURATIONS....... -.. 4.5 VERT. SECTIONS......_„... 6.8 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED.. HORIZ SECTIONS ... _....... 9.11 PARTS LIST .............. 12 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. EXTRUSIONS ... ................ 1314 CORNER EXTRUSIONS.... 11 7. REFERENCES: TEST REPORTS, FTL- 4164, FTL- 4168, FTL -4169, FTL -4172, M-4173, FTL- 4174, FTL -4454, M-4524, FTL -5075 At D FTL- 50841PROP. 06-0114. ANCHORAGE ................... 15.19 ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSW&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SGD630, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS $GD70. UST pzvmw a wA dw Flnfda 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH vwww4 C.& VELOCITY HURRICANE ZONE (HIVHIZ). Eq"mm Dye t �oo;y_ 10. DOOR'S SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. MAO= 13MW NOM. 3/16" TEMPERED GLASS 1/4' TEMPERED GLASS 3m8. -AIRSPACE EXTEMR 46 40 TEMP 3/16' TEMPERED GLASS KMRIOR 46 52 E=RIOR T 39 46 42 48 1 .591" NOM .891' NOM. 16 GLASS SITE GLASS BITE 5 2 .591 "NOM. 16 CLASS - BrTE Ede 44 GLAZING DETAIL TYPE B 16 T 114" TEMPERED GLASS 44 GLAZING DETAIL TYPE A 'e 3/16" TEMPERED GLASS � EXTERIOR INTERIO GLAZING DETAIL TYPE C (ALL SECTIONS) 13116" I.G. GLASS r ' ' NOTES GL4 DETAILS do MAP +awna�doroordwa 1 P a x ra .:Mr ALI111� SLIDING GLA DO OR NON- NI�PACT pOr R>1dPlef lr aw rE AWt01 X d?d40i NTS 1 • 19 4408,2 J I i STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH (REINFORCEMENT REQUIRED) TABLE 1. A. FA- 4173; 3/16" TEMPERED SEE REINF. DETAILS ON SHEETS 9 8 10 8. FTL 4172; 1/4" TEMPERED C. FTL 4184, 4169, 4174; i3J18" TEMPERED I.G. NOM. to w DOOR HEIGHT PANEL a ' wiDTH 80" (6 84" (7 90" (7 98" (8) 102 108" (9) 1 114 (9°) 120" (10) A +90.0 -150.0 +90.0 -150.0 +90.0 - 150.0 +90.0 -150.0 NOTAVAILABLE 24" (2 B +90.0 -150.0 +90.0 -150.0 +90.0 1 -150.0 +90.0 -150.0 +90.0 1 -128.0 1 +90.0 1.120.0 1 +90.0 1 -1129 1 +90.0 -108.7 C SEE TABLE IA. BELOW +90.0 -128.0 +90.0 1 -120.0 1 +90.0 1 -112.9 1 +90.0 -106.7 A +90.0 -150.0 +90.0 1-150.01790.0 -138.2 +90.0 -128.0 NOT AVAILABLE 30"(2 B +90.0 1 -150.0 1 +90.0 1 -150.0 1 +90.0 1 -138.2 1 +90.0 -128.0 +90.0 1.105.91 +90.0 1 -99.1 1 +90.0 1 -93.1 1 +87.8 -87.8 C SEE TABLE 1A. BELOW +90.0 1.105.91 +90.0 1 -89.1 1 +90.0 1 -93.1 1 +87.8 -87.8 A +90.0 -139.4 +90.0 -130.9 +90.0 -120.0 +90.0 -110.8 NOTAVAILABLE +90.0 -139.4 +90.0 -130.9 +90.0 1.120.01 +90.0 - 110.8 90.0 -91.4 +85.3 •85.3 1 +80.0 .80.0 1 +75.3 -75.3 SEE TABLE 1A. BELOW +gp. UT -91.4 1 +85.3 1 -85.3 1 +80.0 1 -80.0 +75.3 -75.3 A +90.0 -117.6 +90.0 1.117.61 +90.0 - 107.3 +90.0 -98.7 NOT AVAILABLE 42" (36) Fc' +90.0 -117.6 +90.0 -117.6 +90.0 -107.3 +90.0 -98.7 +78.4 -78.4 +75.7 -75.7 +70.8 -70.8 +66.5 436.5 SEE TABLE 1A. BELOW +78.4 -78.4 +75.7 -75.7 1 +70.8 -70.8 +66.5 1 -86.5 A +90.0 1 -90.0 1 +90.0 1 -90.0 1 +90.0 1 -90.0 1 +90.0 1 -90.0 NOT AVAILABLE 48" (4 B +90.0 -103.1 +90.0 1 -96.3 1 +90.0 1 -90.0 1 +90.0 -90.0 +60.0 1 430.0 1 +60.0 1 .60.0 1 +60.0 1 - 60.0 1 +60.0 -60.0 C SEE TABLE 1A. BELOW +60.0 1 -60.0 1 +60.0 1 -60.0 1 +60.0 1 -60.0 1 +60.0 1 .60.0 � . �ub 6c 54" 4 B,C +86.4 1 -86.4 +86.4 -86.4 1 +81.5 1 •81.5 1 +74.4 1 74.4 1 NOTAVAILABLE rw OS 60. 50 B,C +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 �L "i 4 ° y ' C 06 °05 STRAIGHT DOORS WITH EXTENDED SILL, 31/2" HIGH TABLE 1A. T (REINFORCEMENT NOT REQUIRED) OH LENGTH C. FTI,4164; 13/16" TEMPERED LG. SEE NOTE 1 NOW uj DOOR HEIGHT J POSITWE PANEL WIDTH �" (B e4" ( 90" (7r 98" A SILL DESIGN -- OH 24" C +90.0 -150.0 +90.0 -150.0 +90.0 -150.0 +90.0 -150.0 HEIGHT PRESSURE HEIGHT C +90.0 - 150.0 +9D.0 - 150.0 +90.0 -13e.2 +90.0 - 128.0 3.500" + 90 PSF f I EQUAL � 36» C +90.0 -139.4 +90.0 -130.9 +90.0 -120.0 +90.0 -11(X8 2.713" + 40 PSF II 42^ C +90.0 - 117.6 +90.0 -117.6 +90.0 A07.3 +90.0 -98.7 2437" + 40 PSF SEE NOTE 1 48" 4 C +90.0 -103.1 +90.0 -96.3 +90.0 -90.0 +90.0 -90.0 NOTES: 1. FOR DOORS WITH 2.439" OR 2.713' SILL HEIC3tITS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8. POSITIVE DESIGN PRESSURES SHOWN IN TABLES 1 AND 1A MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDS CODE (SEE DIAGRAM ABOVE); THIS CONDCTION IS NOT RATED FOR WATER INFILTRATION. 2. PANELS UNDER 24" WIDE MAY BE DESIGN PRESSURE LIMITED BY ANCHORAGE CONSTRAINTS. SEE TABLE 4, SHEET 16. / 3. SEE SHEETS 9 AND 10 FOR ASTRAGAL AND RfMtLOC K REINFORCEMENT DETAILS AND USE OF TABLE 1. r " wr DESIGN PRESSU STRAIGHT DOORS Tsar+oecmro�a '� : T ►+o�ua.aa�a7s � x rar to ALM SUDM GLASS DOOR MPACT u�a.�tw,w.rs v WA aft ,�,,. Trrwrrelnxm ibi* saDeZn Nl 2 + t8 4tOB,? J w�aw+m F &nW it 90° CORNER DOORS WITH EXTENDED SILL, 31/2" HIC (REINFORCEMENT REQUIRED ONLY AT INTERLOCKS) TABLE 2 A. FTL -4173; 3/16" TEMPERED SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTL4168, 4172; 1/4" TEMPERED - C. FTL -4164, 4169, 4174.13116 TEMPERED I.G. (REF. FTL -5075 CORNER TEST) IOM. y W DOOR HEIGHT PANEL c 60" (� $a (7) 90" (7 96" (6°) tat" (e) ` 108" (9q 114" A 12a" (1 0 ° ) WIDTH " A +90.0 -150.0 +90.0 1 -150.0 L+90.0 90.0 -147.7 +90.0 -137.1 NOTAVAILABLE 24" (2 B +90.0 - 150.0 +90.0 -150.0 1 -147.7 +90.0 1 -137.1 +90.0 -128.0 +90.0 -120.0 +90.0 -1129 +90.0 -106.7 C SEE TABLE 2A. BELOW +90.0 -128.0 +90.0 -120.0 +90.0 1 -1129 1 +90.0 1 - 106.7 NOTE: ALLOW CORNERS A +90.0 1.141.81 +90.0 1.133.61 +90.0 -122.9 +90.0 1 -113.8 NOT AVAILABLE RE N THE R E EMEN f � THE CORNER R BA SE Nr (2 B +90,0 -141.8 +90.0 1 -133.6 1 +90.0 1 -122.9 1 +90.0 1 -113.8 +90.0 -105.9 +90.0 1 -99.1 1 +90.0 -93.1 1 +87.8 -87.8 STILES REGARDLESS OF C SEE TABLE 2A. BELOW +90,0 -105.9 +90.0 1 -99.4 1 +90.0 1 -93.1 1 +87.8 -87,8 THE DP TABLE USED. A +90.0 -123.9 +90.0 1 -116.4 1 +90,0 1 -106.7 1 +90.0 -98.5 NOT AVAILABLE 36- (3 0 ) B +90.0 - 123.9 +90.0 1 - 116.4 1 +90.0 1 - 106.1 1 +90.0 -98.5 +90.0 1 - 91.4 1 +85.3 - 85.3 +80.0 .80.0 +T5.3 C SEE TABLE 2A. BELOW w +90.0 1 91.4 1 +85.3 85.3 +80,0 80.0 +75.3 1 75.3 A +90.0 -111.6 +90.0 -104.5 +90.0 -95.4 1 +87.8 -87.8 NOT AVAILABLE 42" (3°) B +90.0 -111.6 +90,0 1 -104.5 1 +90.0 1 -95.4 1 +87.8 -87.8 +78.4 -78.4 1 +75.7 1 -75.7 1 +70.8 1 -70.8 1 +66,5 86.5 C SEE TABLE 2A- BELOW +78.4 -78.4 1 +75.7 1 75.7 1 +70.$ 1 -70.8 1 +66.5 1 -66.5 A +90.0 90.0 +90.0 -90.0 1 +87.3 1 -87.3 +80.0 -80.0 NOT AVAILABLE 48" (4 °) 8 1 +90.0 +90.0 1 -96.0 1 +87.3 1 -87.3 1 +80.0 -80.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 60 0 C SEE TABLE 2A. BELOW +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -600 2111!1 B,C 1 +86.4 1 -86.4 1 +86,4 1 -86.4 1 +81.3 1 -81.3 1 +74.2 -742 NOT AVAILABLE 80" B,C +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.8 �.8 '� o ,ao4 90° CORNER DOORS WITH EXTENDED SILL, 31/2" HIGH TABLE 2A. � di a ®(REINFORCEMENT REQUIRED AT 90 ASTRAGAL BUT NOT AT STRAIGHT ASTRAGALS & INTERLOCKS) )- OH LENGTH C. FTL-4164, 4169, 4174, 5075; 13/16" TEMPERED LG. SEE NOTE 1 J OH LENGTH W �) R HEIGH ) 9g" (e°) SILL DESIGN o� HEIGHT PRESSURE OH HE IGHT 24" C +90.0 -150.0 +90.0 -150.0 +90,0 -147.7 +90.0 -137.1 HEIGHT EQUAL TOI 30" C +90.0 - 141.8 +90.0 AMA +90.0 -122 2713" + 40 PSF .9 +90.0 -113.8 3.500" + 90 PSF OR GREATER !4(r C +80.0 -123.9 +90.0 -116.4 +90.0 -108 7 +90.0 98.5 ® C *so.o -111.6 +9o.a •104.5 +90.0 95.4 +87.6 - 87.8 2437" + 40 PSF SEE NOTE 1 C +90.0 -102.91 -80.0 NOTES: 1. FOR 000-RS WITH 2.438' OR 2.713" SILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS. SHEETS 6 THROUGH 8. POSITIVE DESIGN PRESSURES SHOWN IN TABLES 2 AND 2A MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVEX THE CONDITION IS NOT RATED FOR WATER INFLTRATION. f1 2. PANELS UNDER 24" WIDE MAY BE DESIGN PRESSURE LIMITED BY ANCHIORA43E CONSTRAINTS. SEE TABLE 4, SHEET 16. 3. SEE SHEETS 9 AND 10 FOR ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS AND SWEET 11 FOR CORNER ASTRAGAL. BASE STILE REFORCEMENT DETAIL AND USE OF TABLES 2 AND 2A. 3/ r �g ( /jet 4. ALL 90' CORNERS REQUIRE REINFORCEMENT IN THE CORNER BASE STILES REGARDLESS OF THE DP TABLE USED. ,�aPrwe�a :�am� area ataaxao r 1 DESIGN PRESSURES C OR N ER DOO RS PA f j ox am ALUM. SLIDING ROD& N OW- IM PACT UcaJL ~. PX sac �b Bmw w. psoum f1G t ee �ueoar no�m�ataaar4 o NTS 3 • w f9 44062 J i I� VAILABL IN 90 - DLO, SEE NOTE 6 CONFIGURATION PANELS TRACKS CORNER _ O 1 2` Xp� or A 1 Er IE i r 1, HIB ID F IF Af JA Bf 1 a BY-PAS 2 DL O, MAX HT. !'I 2 2 NA �g /� BY ASS 2 2 POCKET G POCKET / flf SEE SEE of 2 2 b b NOTE 5 NOTE 4 X3XBY PASS 3 2 Df I TYP w 1 1 Hf IH 000 3 2 OXD Y-PASS 2 NA P) or OXxP 3 2 MAX. NORM DLO MAX. HORIZ. DLO MAX. HORIZ DLO 0)0(or)MD BY 3 2 TYP., SEE NOTE 6 TYP., SEE NOTE 6 TYR, SEE NOTE 6 SEE NOTE 7 OOXorX00 BY-PASS 3 3 OXXor)M BYPASS 3 3 x p OR ?(p XXP OR PXX OXO )= BY -PASS 3 3 FIXED PANEL CLIP (ITEM 18) LOCATIONS, P)m or XX(P 3 3 r TYP. ON ALL FIXED PANEL SIDE RAILS OXXor)M BY -PASS 3 2 1 0000 4 2 11H ' Af O)M BY -PASS 4 2 NA E D D C C JA OXX7q) - pX7m 4 2 p)000(or BY -PASS 4 2 X)= =BY-PASS SS 4 2 /L POCKET p)ppOgr 4 2 a G b 000XorMOODBY -PASS 4 4 �J u— wo rm -a�r OOXX or WO BY -PASS 4 4 H B, �B Hr I H N , T O)=o V000 BY -PASS 4 4 twvaio+D- AZ U X)000 BY -PASS 4 4 ' Wowor mft 4 4 MAX. HORIZ. DLO MAX HORIZ DLO 000( NOTE 8 )0BY -PASS 5 3 NA TYP., SEE NOTE 8 TYP., SEE D " — Y-PASS 6 3 NA XO OR OX p XXXO OR OXXX 8 4 NA 00( )00000 8 4 NA DLO HEIGHT s DOOR HEIGHT .7 19 AB 3. (LOWER CASE p PRESENTS POCKS DLO WIDTH a NOM. PANEL WIDTH .4 9118' NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6.8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET &THESE CAN BE MIXED AND MATCHED FOR 90' CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER K �K DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4}. 3. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. 4. MAXIMUM HEIGHT FOR DOORS WITH UP TO 4 FT. (487 NOM. WIDTH PANELS IS 10 FT. (12n MAXIMUM HEIGHT FOR DOORS WITH UP TO 5 FT. (607 NOM. WIDTH PANELS IS 8 FT. (967. SEE TABLE 3. ABOVE FOR q p APPROVED DOOR CONFIGURATIONS. 5. VERTICAL. DAYLIGHT OPENING FOR 10 FT. HIGH (1207 DOORS IS 112 314 MAX. AND FOR 8 FT. HIGH (967 DOORS IS 88 314• MAX ( MAX. DLO HEIGHT • DOOR HEIGHT • 71147 S. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (807 WIDE PANELS 18 55 7116' MAX AND FOR 4 FT. (487 WIDE PANELS LS 43 7116' MAX. ( MAX. DLO WIDTH a NOM. PANEL WIDTH • 4 91167 7. F P D F FIXED PANE FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATE. AT THE HEAD AND 50.1.0 ALL L INTERLOCKS. SEE SHEET 10 FOR DETAIL VIEW. EXAMPLE OX -XO 90° OUTSIDE CORNER PK , ALUM. SIDING GLASS DOOR,111AI ums ° . N M11W�{IIA.R�17f1 t?dbb'15INOer * w 9 WdwMd Bfi011l0 1 �s' ✓ 6�e0/ om` f .l.t I I D LOC KSTILE INTERLO K LM INTERLOCK �B" �a G OPE RABLE KSmE '�� B��c LM wn'� &&ALE ADD-ON '�'��� INTERLOCK GR LOCKSTILE RP woKST z INTHRI.DCK � � NTERIOR �, Y LOCKSTILE INTERLOCK PR INTER OCK [�°'°"�� L T%.E I �, F XTEMOR TiONS) YR DOU EE FD(ED I DOUBLE DOUBLE LOCKSTILE INTERLOCK INTERLOCK SD INTERLOCK DOUBLE OPERABL J LOCKSTILE ASTRAGAL BASE DS IN #fTERLOCK D W/REMALE ADD-ON W OOUBLE ^TI— ASTRAGAL BASE �` ASTRAGAL BAS@ r ®�ure� FIXHD INTERLOCK '^�" tea_ WIMMALE ADDON WfPEMALE ADD-ON LOCKSTILE W M y � 7� CORNER BASE STILE I m FIB INTERLOCK WWAMLE DC INTERLOCK WKNlTSIOE CORNER Ne G7�T /�•� � RECEIVER STILE E D- A4uL.t420 w W R A s ADD-O A x �ERLahc CD WIOUT w CORR R m RECEIVER STU INTERLOCK CORNER BASE STU R D C '!"'°'° INTERLOCK DA WnN COw WTERLOCK LOCKSTI RECErvER S FACED C.Z! ""'°°" �C ASTRAGAL BASE AD cor+l�a BASH NER i DOUBLE LOCKSTILE 4 . o WIFEMALE AMOK EFVER INTERLOCK COR BABE STLE R LOCK ". - LOG DQ �."° WAS NTER ,r q - 3' '�" Loac stxE Q D TBE oERLH CORNER USE S L INTERLOCK WFEMALLE ADDOhl LOCKSTILE INTERL Wrours� Cron CORNER BW STU FC IMMI) AC FIXED [�� WINSIDECORNER LOCKSTILE RECETVHR sTU.a LOCKSTILE RECEIVER STILE CF :sue ' CA nEsrnE rq STU LO( TILE LOCKSTILE 4 t /VO Px + x PANEL TYPES lsa� +auTSDrrraroorcRAB __.. rx fwac® elaraowleLxamrr vsae QH ( &L" SUDS G"W NWAVACT {swA ria ,P.E P MD1�M. !� R>I� IZib(r Be+ov BBpapp NTS 5 + 19 00" ✓ aearrial 16 16 1 1 NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE OP TABLES ON SHEETS 2 & 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. 37 ASTRAGAL 37 ASTRAGAL 38 SIDE RAIL 38 SIDE RAIL r r TMERIOR EXTERIOR sy > 16 i8 35 35 SEE NOTE ABOVE 3.50(' OPTIONAL, AVAILABLE 2'438' 4 ALL FIGUR 2-TRACK CON 3 5 6 (3) SEE NOTE ABOVE �] EXTERIOR INTERIOR TYP. VERTICAL SECTION SHOWING ONE (ALLSECTKM) TYP. VERTICAL SECTION SHOWING �s*3 -1f�j /pit ACTIVE PANEL AND ONE FIXED PANEL 7WO ACTIVE PANELS M.div ow ._,... R sv VERTICAL SECTIONS _ORIG�NNU 2 TRACK mw t � ALL/A�L SLIDING GLASS DOOR NON —ACT AM d NO P.Q Bfi1C t82Y ,.� Una A tinx, P.R. W�w py NOfi01Ca RlCT� wrrrT ,...W,.,, M " 1 FAG BGWM u x�aer ' E4rarr demo = 6 • !9 40&2 J OPTIONAL 16 16 S20 or S23 70 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL NOTE: ITEM e1 OR e$ SILL RISERS ARE AVAILABLE ALL CONFMRATIONS. F4 0 REFER TO NOTE 1 AND BILL FIGHT POSITIVE DP TABLES ON SHEETS 2 AND 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. 37 ASTRAGAL 37 ASTRAGAL 38 SIDE RAIL 38 SIDE RAIL MODUCT aEVCSED ..�*r +aa,dw t R10R EXTERIOR XTERI 0�! Diritioe 16 18 P 11 35 � SEE NOTE ABOVE 3.500" 2.713' 62 S19 or S22 5 6 60 ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL 69 61 OPTIONAL RIOR * SEE NOTE ABOVE TYP. VERTICAL SECTION SHOWING ONE (ALL SECTIONS) pry/ NP. VERTICAL SECTION SHOWING �/JJf01� ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN ' i fam 7acma mro m� VERT SECTIONS 2 TRACK Mae a nts a �• _ l ra epr+sa SLIDBVG GLASS DOOR AION- IMPACT Tm • MaMiD�S a SaN tR� Baas 7 • W 4400-2 J ►� Fx r PA d*404 ra 7AUa 16 OPTIONAL ON 3 OR 4 TRACK FRAME i (AVAIEABLE , S20 or S2 64 OTE: EM 61 OR 62. Shc RISERS ARE ALL CONFIGURATIONS. EFER TO NOTE 1 AND SILL HEIGHT ol DP TABLES ON SHEETS 2 ND 3 FOR POSITIVE DESIGN) RESSURE CONSIDERATIONS FOR ARIOUS SILL HEIGHTS. 37 ASTRAGAL 37 ASTRAGAL 38 SIDE RAIL 38 SIDE RAIL r R w�u9 W Fiai� EXTE RIOR PaEPJOR 92 =QS/E� Ditiion SEE ABOVE NOTE 16 35 18 35 3.500" 2.713' ili 61 69 S16, S19 or 58 OPTIONAL ON 3 OR 4 TRACK FRAME a EXTERIOR INTERIOR [� SEE ABOVE NOTE '�— TYP. VERTICAL SECTION SHOWING (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK ftWl ..��. nx MMW M AWSUff. msmw4o oovn m VER77CAL SECTIONS 3 & 4 TRAC rx nnaw rims � sx i rnw r ►a egoc rent ALU SUDING GLA 1 11 8, NON - IM PACT s moos r x w aarr Varab ate► SaDw t!2 1 1 -1 19 "' 4406.2 _ . J • � f � lnwnnent. .... MY WL y 1 � a" "may .���rr�t• ���.w.��r / �� ■ � .:. � _- - -- _�� �� • . • Di vs l y i l jk l j� OWNS 27 ASTRAGAL REINFORCEMENTS REO D W! 23 3, 58, b9, INTERLOCK REINFORCEMENTS RECW W/ 2, 60 or 69 13 13 USE OF TABLES I & 2. SHT. 2 & 3 27 USE OF TABLES 1 5 SHT. 2 & 3 12 14 15 — - 3, 58, 59, O 54 60 or 69 - O X 4 INTERIOR (ALL SECTIONS) O EXTERIOR 11 FIXED -FIXED CONFIGURATION - - - -_ _�------- - - - - -- DOUBLE& SINGLE INTERLOCK SECT. F -F (NOT SHOWN IN SHEET 3 ELEVATIONS) MOVABLE TO FIXED ASTRAGAL (INSIDE) INTERLOCK REINFORCEMENTS 3 , 58, 59 LOCATED AT VERTICAL 3 58, 59, a �B* CENTER. Ir FROM TOP A ND 3, 58, 59 , REa D W! USE OF TABLES 27 12 60 Of 69 ITEM ea SHOWN 60 Of 69 e 5 BOTTOM OF FIXED PANELS 60 or 69 1 & 2, SHT. 2 8 3 (3) REaO 8, 66, 67, a 18 25 68 or 71 54 � 0 25 O 38 6 10 X X 00 0 ITEM as SHOWN 8, 66 67, 11 68 or 71-_ ITEM sea SHOWN _ S18,S21 ITEM S24 SHOWN or S24 f r l 8 ,S2 1 - ------- - - -- -_ - S24 SECT. H-H SECT. 1-1 10 SECT. G-G DOUBLE &SINGLE INTERLOCK (OX) MOVABLE STILE AT JAMB (OUTSIDE) FIXED STILE AT JAMB (INSIDE) I'M Ummw m"w r � nwmvvuwv^w _O ZO NTAL SEC77ONS CONTMED A3 ALUM. SUD/NG GLASS PNR NO 44 PAC fit I; j m r�or�noM ,�.,� ,.. — ,,,. Narcar4 ` a a tiRdbb eRav a w F SOM 112 to + is MOB 2 J i i 3, 58, 59, 80 INTERIOR —"� 2.360 }�—j EXTRUSION SCALE. 114 Sl 60 or 69 REINF. E OF - - - I 3 4s� —�{ WI U E .125 1.700 i TBLS 1, 1A, 2, d 2A, SHTS 2 d 3 27 _090 ,.700 80 - PANEL CORNER BASE STILE MATV 8063 -T6 . DWG# 4433 81 - PANEL CORNER RECEIVER STILE INTERIOR MAT L: 6063 -T8 REINF. REQ9 W/ USE OF DWG# 4433 82 TBLS 1.1A, 2, d 2A. SHTS 2 d 3 � 2.502 _ .125 3EI� 0 27 EXTERIOR 80 ' REINF. REO'D W I ! 82 - PANEL CORNER LOCK STILE USE OF TBLS 1, 1A, MATL 8083 T6 2, d 2A. SHTS 2& 3 82 DWG# 4433 81 SECTION SCALE: r RODUcr REVISED 1P2 t i / am F106da E parDaxi 7+ >3 REINF. REQ D W/ r EXTERIOR 3, 58, 59, USE OF TBLS 1,,A, 27 60 Of 89 2.d2A, SHTS 2d3 D111° DETAIL J - TYPICAL INSIDE 90 CORNER SECTION DETAIL K - TYPICAL OUTSIDE 90 CORNER SECTION INTE EXAMPLE OUTSIDE 90'CORNER P LAN (4) PANEL BY f4) PANEL DOOR RK)R - SEE DETAIL J ABOVE r (BY -PASS TO POCKET SHOWN) JM SILL WIDTH 2 TRACK * 4.222' 3 TRAM - 6. W 4 TRACK = 8.038• EXAMPLE INSIDE 96CORNER PLAN INTERIOR (4) PANEL BY (4) PANEL DOOR (BY -PASS 70 BY -PASS SHOWN) SEE DETAIL K ABOVE —�, �' _� " 3 /ItAff EXTERIOR PLAN SCALE: NONE ft" am `X 142M of moon oeosrorav>E CORNER SEMONSM DFXMUSIONS tX tt/lpW ! AtOId,A.l�3 I. ra ALUK SUDIM GLASS DOO NON -1MPAC T w�.. A. nape,. ra. F X YOib! I —""'"" /dOYdDANRR9ttA1 j,,qq. arwr "' ir�r i4.r PE l�i101 FJC M*M �u tveuae ameso VAR 11 - 19 4/0" J ITEM # DESCRIPTION ITEM DWG# PGT # DESCRIPTION 1 4302 617245 ORIGINAL FRAME, 39 3118" TEMPERED GLASS 2 4386 7P4386 SILL/HEAD WEATHER S PING AD 40 1/4" TEMPERED GLASS 3 4303 ORIGINAL FRAME, SILL 42 13116"* GLASS - 3116" TEMP - 7/18" AIR 4 4381 64361 ORIGINAL FRAME, 3.500 SILL ADD ON SPACE - 3118" TEMP 5 4314 612254 L 44 BOW —CORNING 899, 983 OR 995 GLAZING S& OR EQUIV. 6 4315 64315 THRESHOLD COVER 46 1224 1 6TP247 VINYL BULB WEATHERSTRIP 7 14385 171164 HEAVY DUTY 4 HOLE BUMP STOP 47 1225 6TP248 VINYL BULB WEAIHERSTR� 8 14304 1612247 ORaNAL RUM, JAMB 48 4323 612260 3118" & 1/4" MONOL ITKIC GLAZING BEAD 9 11156-1 781POA 08 X 1" LG. S. STL. QUAD/PHIL PAN HEAD 50 4405 64405 13/16" LG. GLAZING BEAD 10 4306 612249 PANEL SIDE RAIL 52 1287 71267N SETTING BLOCKS 1"X 112" X 118" THICK 11 4383 64383 DOUBLE INTERLOCK 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 12 49F 64399 INTERLOCK 74356A FDED PANEL ANGLE BRACKET 13 4398 64398 ASTRAGAL BASE 58 4407 64407 FRAME, 4 TRACK BILL 14 4380 64380 FEMALE ADD-ON 59 4408 64408 FRAME, 3 TRACK SILL 15 4381 64381 MALE ADD-ON 60 4409 64409 FRAME 2 TRACK SILL 16 4305A 64305 TOP & BOTTOM RAIL 61 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER 17 4403A 64403A P -HOOK FOR POCKET DOORS 62 4411 64411 FRAME, 3.500 SILL ADAPTER 18 4362 64362 FRED PANEL CLIP 63 4412 64412 FRAME, 4 TRACK HEAD 19 1235 67S16G WSTP .170 X.270 BACK, FIN SEAL 64 4413 64413 FRAME, 3 TRACK HEAD 20 4393 67393G WSTP .400 X.270 BACK, FIN SEAL 65 4414 64414 FRAME, 2 TRACK HEAD 21 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. STL TYPE 66 4415 64415 FRAME 4 TRACK JAMB 22 71420X114SHCSF 1/4-20 X 1.25 I.G. SHCS S. STL 67 4416 64416 FRAME, , 3 TRACK JAMB 23 71032X1 FPFX #10.32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. B8 4417 64417 FRAME, 2 TRACK JAMB STL RECESS ADAPTER MOUNTING SCREW B9 4442 64442 FRAME, 21RACK SILL W1 SCREEN RA8_ & HANDLES 70 4441 64441 FRAME 2 TRACK HEAD W1 SCREEN RAT- rRCmIcT RRVISED 24 70834X #8 X 314" LG. PHILLIPS PAN HEAD 16.8 S. 71 4443 64443 FRAME, 2 TRACK JAMB W/ SCREEN RAIL "L 001 ..wu aw STL KEEPER MOUNTING SCREW 80 4433 64433 PANEL CORNER, BASE STILE 25 78X38PPT #8 X 318 LONG PHILLIPS PAN HEAD 81 4434 164434 PANEL CORNER, RECEIVER STILE (FEMALE R2 29 71032MERT 1032 ALUMIN THREADED INSE 82 4435 644435 PANEL CORNE LOCK STILE LE sy 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 a �da 4388 MOVINGIFDED INTERLOCK END PLUG 57 4387 44367 TRAGA BAS END PLUG 4389 L END PL 1 1 4392 7X1001 M BS P RIGHT STICKE E ?)OO�A BOTTOM RIG S ER COVER S14 4344 64344 33 4392 =mm S TOP LEFT STICKER COVER - M 4384 64384 SCREEK ASTFViGAL ADAPTER 34 4392 F BS BO LEFT STICKER COVER - sw - uw gam SCREEN, 3 TRACK BILL 35 1049 71049 TANDEM ROLLER r38 1836 72048 W,K,S 314" HO PLUG - W - ;PW &W2O SCREEN, 3 TRACK JAMB 37 7SG (1) TRUTH INTER-OR FULL HANDLE & BASE S19 4421 64421 SCREEN. 2 TFM BILL (1) TRUTH EXTERIOR PULL HANDLE & BASE 4422 64422 SCREEN, 2 TRACK HEAD (2) #832 X 1 314" COLOR MATCHED HANDLE 4423 64423 SUMEEK 2 TRACK JAMB BASE SCREWS 4 . 1 TRACK SILL 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE &BASE - W - 4 - W 64425 . SCREEN, I TRACK HEAD (1) TRUTH EXTERIOR PULL HANDLE & BASE - W — 19W 64426 1 TF= JAMB (2) #832 X 1314" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER P it r •�• PARTS usr Px 1sMa07 J X0GWAWTmsNw NOMMAIL nSf= mw ALUM. SLtDlJVG GLASS N1 NON - I MPACT �ii�••- ••••,w WCN A. T~, P.E F SOW ,ta 7osoais a�omo p m l - 12 -, 18 4406,2 J M�awaw III 5.177 --•-) - __�Y_.., ... 1 5177 -+ j� 082 .190 � 1 �9 1.988 .125 2.435 T- .0 1.087 1.619 l i J } 082 -"i'�" --1 L73.5 .421 ` 2.875 .078 •078 1. 5 - ADAPTER, FVED PANEL 6 - THRESHOLD COVER 17 - P 1 - ORIGINAL FRAME HEAD 3 - ORIGINAL FRAME SILL 4 - ORIGINAL ADD ON SILL MAT`L :8083 - T5 MAT'!„ 9063 -TS MAT%: 6063.T5 MArL: 8063 -T5 DWG# 4314 MAT L: 8083 T5 M 808378 DWG# 4302 DWG# 4303 DWG# 4391 DWG# 4315 DWG # 4403A 1.874 2.700 5.357 2.378 WALLS VARY 2. WAI I S VARY FROM .080 FROM .080 2.961 2.981 1 1.844 062 TO.250 2048 TO.125 WALLS VARY FROM .060 TO.125 .078 8 - ORIGINAL FRAME JAMB 10 - PANEL SIDE RAIL 11 - DOUBLE INTERLOCK 12 - INTERLOCK 13 - ASTRAGAL BASE MATT-: 6063T5 MAIL: W63T5 MAn: W63HS -Ta MArL' 6063HS -TB DWG# 4304 DWG# 4306 DWG# 4383 DWG# 4399 MAT L 6083 DWG# 4398 8 1.428 2.757 1 1.935 � .500 1.700 .109 2.591 1.500 4.700 .062 1Romt r REMED .188 - 1 a eon*lyl.g wYk the Ftww. �L 060 owc� f 108 1 18 - FIXED PANEL CLIP 27 - ALUM. REINF. 0 07 15 - MALE ADD-O 16 • TOP & BOTT. RAIL 14 - FEMALE ADD -ON MAIL 8083 75 MAT L- 6063T5 MA OWG# 4362 M DWG# 4357 5 d C mw d` MArL: 6063T5 DWG# 4361 DWG# 4305A Dtvkwo DWG# 4380 1.342 1 1.019 -+j 1 1.305 1.993 1 872 • 080 S14 - SCREEN ASTRAGAL 062 1.019 T 062 MA L 606375 TTOM RAIL DWG# 4344 3 S4 - SCREEN BO 063 S11 - SCREEN MEETING RAIL � 0� 1.993 (SCREEN FRAME) (SCREEN FRAME) .062 MArI: 8083 -T5 1.872 MAIL: a083 -T5 DWG #4318 DWG#4320 '� 1 2.2 1.045 0� 1.423 L S1- SCREEN TOP RAIL S7 - SCREEN SIDE RAIL S13 - SCREEN DOUBLE tNTERLOCK S15 - SCREEN (SCREEN FRAME) (SCREEN FRAME) MATL• 8063 -T5 MArL- 6063 -T5 (SCREEN FRAME) ASTRAGAL ADAPTER �/ f DWG# 4317 DWG# 4319 M 9 4328 MAR: 4384 DWG# 4328 DWG #4384 asps rx M EXTRiISlON3 R86 rerrr�daorwwe sx vaar Hor�nertatmrr rx anv r aa araamr bBecow ` ALUI� SUDfNOCaLASSDOO NOIV�lMPACT w�..� rmt�n.►c xvoos Ndcpta4Rl eGae70 t!4 t9 • t9 44082 J a - -� 6.130 -- -y� a m --_ 41 L --� '-- 494 2.625 4 8.038 .494 ^ .078 - +iF►" [ a­j- 2825 2.623 .078 2 Tf3 3.500 078 .078 - A - - 58 - 4 TRACK SILL 59 - 3 TRACK SILL 60 - 2 TRACK SILL 61 - STANDARD SILL RISER 62 - 3.50" SILL RISER MAIL: 6063-76 MATT-: 6083 -T8 MATL• 6063 -T8 MArL 8063 -T6 MArL 6063-TO DWG# 4407 DWG# 4408 DWG# 4409 DWG# 4410 DWG# 4411 1 8.038 8.130 4.222 8.038 _ 8.130 1 1.819 .619 1 1 078 - 078 -- .078 -+�- 1.619 .078 ---�+- 63 - 4 TRACK HEAD 64 - 3 TRACK HEAD 65 - 2 TRACK HEAD 66 - 4 TRACK JAMB 67 - 3 TRACK JAMB MAT'L: 6063 -T6 MATL: 6063 -T6 MATL: 6063.76 MAT'L: 6063.76 MAIL: 6063 -T6 DWG# 4412 DWG# 4413 DWG# 4414 DWG# 4415 DWG# 4416 L 1 �� Lr 3.810 � j r 3.810 2 5� 2.548 4.222 3.810 j_ 1235 .810 1.819 1.619 .810 078 -+Y�- 1.619 pRODUCTREVts&D t�1 F - �A-� -- .078 - ' a. romNrwr wwn use r j�"� 078 --- -4- 078 - -"-M+- 0 .078 N, f 68 - 2 TRACK JAMB I t� S16- SCREEN S17- SCREEN S18- SCREEN S19- SCREEN 520- SCREEN MAIL: 6063-T6 3 TRACK FRAME SILL 3 TRACK FRAME HEAD 3 TRACK FRAME JAMB 2 TRACK FRAME SBJ- 2 TRACK FRAME HEAD � Jam DWG# 4417 MAT'L: 6063 -T6 MAT_: 6063 -T6 MAT L• 8063 -T6 MAT'L: 8063 -TB MATL 6063 -T6 nom+ DWG# 4418 DWG# 4419 DWG# 4420 DWG# 4421 DWG# 4422 "y 4.546 �-- 1283 L' 1.283 � 1.283 500 j-�j 1,819 810 1.619 1.619 27- ALLMA. REINF. .078 d 078 A78 ® MAT L: 6005 -TS i 500 ---- .078 DWG# 4357 S21- SCREEN S22- SCREEN S23- SCREEN S24- SCREEN 2 TRACK FRAME JAMB 1 TRACK FRAME SILL 1 TRACK FRAME HEAD 1 TRACK FRAME JAMB MAT'• 8063 -T6 MATL: W83-T6 MArL: W63-TB MArL 6083 -TB 5.506 DWG# 4423 DWG# 4424 DWG# "25 DWG 4426 �---- 5.505 J 2.625 1.619 1.235 1 078 - .078 - tea+- 078 --�N�- J 70 - FRAME 2 TRACK HEAD W/ SCR;JIN RAIL 71 - FRAME. 2 TRACK JAMB W ACIREE RAIL 69 - FRAME. 2 TRACK SILL W/ SCREEN RAIL �j MArL 6003-TO MAR: 8063 -TB MATL• 8063 -T6 x / 0 0 DWG# 4441 DWG# 4443 DWG# 4442 f wmw w EXTRU3/ONS feaocoorrxwa rx �v»w t lrwm�a,asato T NOW ALU SLIDING GLASS DOO WOAWl�4PACT wcaA. TwW. se. J rae®c IE_' R r x „ tri aamp b aern. aar . 9 i! + 19 4406,2 J NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1. APPROVED ANCHOR TYPES: 1, 1/4' ELCO TAPCON 2, 114' ELCO SS4 CRETE -FLEX 3, 4112 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P-HOOK LOCATION. P-HOOK ANCHOR LOCATIONS TO BE STAGGERED 1' MIN. (BOTTOM ANCHOR TO BE 2' MIN. EDGE DISTANCE) AS SHOWN IN POCKET P-HOOK INSTALLATION DETAILS, SHEET 19. 3. MAX Or HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLES 1 1A 2 AND 2A SHTS 2 AND 3) AND 120" HIGH DOORS W! PANELS UP TO 48" WIDE (TABLES 1 AND 2. SHTS 2 AND 31 HEAD S SILL.. 81/4' MAX. FROM FRAME CORNERS AND 16 3/8" MAX. O.C W ITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL. ANCHORS PER PANEL FROM TABLE 4, SHEET 16. 4. MAX. 96' HIGH DOORS W/ PANELS UP TO 60" WIDE (TABLES 1 AND 2, SHTS. 2 AND 3). HEAD 8 SILL... 8 1/4" MAX FROM FRAME CORNERS AND 2213116' MAX. O.C. WITH APPLICABLE CLUSTER AT 94TERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 4, SHEET 16. 5. JAMBS AMID P -HOOKS ANCHORAGE ALL DOORS. V MAX FROM TOP AND BOTTOM AND 26" MAX O.C. AT THE ANCHOR QUANTITIES FROM TABLE 4, SHEET 16. 8. 'ANCHORS PER PANEL' ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P4400K, 1 ...— ASTRAGAL CL INTERLOCK CL 3" MIN TYP 1R" MIN, TYP, 1 1/2" MIN. TYP. W DIM. 3" MIN. TYP. 'A' DIM. EXAMPLES OF HEAD AND I N DIM. MAX. O.C. MAX. INTERIOR SILL ANCHORAGE, STRAIGHT C. c. AND 90° CORNER DOOR 0 7-- — — 'A' DIM. — — — — — — — rA MAX. 1. — — �A�11M. — �ABIM. — riw r 1 MAX. 8 3✓16' AX MAX. MAX MAX. 81/4" MAX. O.C. MAX O.C. O.C. O.C. TYR EXTERIOR TYP. (2) (AMPLE 1, STRA U 000_ F(4R) A PER P ANCHORS SEE 9V CORNER ® (SEE NOTE 6 S EXAMPLE ANCHOR PLAN ABOVE) ® PER LOC. DETAIL A (� 'A' DIM. DETAIL A C HEAD $ SILL e a% wiW 9rs F1miQa MAX N6 C O.C. 3" MIN. U d 3 ` 8 3/16' MAX 1 TYP. (1) W �) A Dave ANCHOR q yl v� ANCHORS JP ER NOTE 5. MS. MA X WM JAMB. O.C. D AND SILL � UA' T PE K © P @JA A . 1 MAX' ANCHOR SPACING NOM. PANEL WIDTH ' OIM. X. <46' IM. P-HOOK U X48" WIDE 20 13116' O.C. O.C. PER r NOTE S. �4 _ C. TYP. DETAIL B 8114' A' DIM. SEE J SEE MAX I+— MAX O.C. DETAIL C INTERLOCK 3- Miry DETAIL B DETAIL C Tom• INTERIOR _ 8 3/18" MAX. 8 V4' MAX 619" A' D9d. 811 W MAX, 'A' DIM. MAX O.C. A' DIM. MAX X. �►Iw l �{ MAX O.C. MAX O.C. 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE ,/ p RI R EXA61 E CORNER DOOR FROM TABLE 4, SHT.16 (C5+2) CORNER W/ C8 CLUSTER CORNER W7 C6 CLUSTER CORNER W/ 06 CLUSTER (6) PER PANEL (SEE NOTE 6) EXAMPLE CORNER CLUSTERS a.r.r „,.�,, �- ANCtIOR SPACING auaa va e4ar i�'; ALUM. SLIDING GLASS DOOR NOW AIPACT �,. A. tam. P.c cam. waraat r� av�,. rs oum 92044 so m !ffl 15 + 18 4408,2 J i i k k ANCHORAGE TABLE 4. FOR USE WITH GLASS TYPE A IN FOR USE WITH GLASS TYP 8 C IN DP TABLES 1 6 2, SHEETS 2 & 3 DP TABLES i, 1A, 2 3 2A, SHlffft 2 & 3 REINFORCED > YES, REINF. REQM IN INTERLOCKS, SEE DP TABLES SHEETS 2 & 3 FOR ASTRAGALS, AND 90 CORNERS REINF. REQUIREMENT. SEE EXCEPTION NOTE 3. ANCHOR HEAD & SILL CLUSTER IAMB P HOOK HEAD & SILL CLUSTER K _ & SUBSTRATE + ADM PER PANEL + ADD7. PER PANEL JAMB P HOO �l N N N fd N NOM. PANEL DOOR 8 C 8 0 8 WIDTH x HT. o 0 0 4 24.000 x 80. C8+2 C6 +2 CS+2 10 8 8 4 4 6 +2 C6 +2 C6 +2 10 8 8 4 5 84.000 C8+4 C8+2 C6+2 10 8 8 4 4 6 C8 +4 C6 +2 C8 +2 10 8 8 4 4 6 90. C8+4 C5+2 C8+2 10 8 8 5 4 6 C8 +4 C6 +2 C8 +2 10 8 8 5 4 6 98 C8 +4 C8+2 I C8+2 12 1 8 10 5 5 8 C8 +4 _ C6 +2 C8 +2 12 8 1 10 5 5 8 102.000 C10+2 - C6 +2 C6+2 ' 10 8 10 5 5 6 " 108.000 C10+2 C6 +2 C6 +2 10 6' 10 6' S 6 at 114 GLASS TYPE N07AVAIABLE C10+2 C6 +2 C6 +2 10 8 10 5 5 6 120.000 C10+2 C6 +2 C6+2 10 8 10 S 5 6 30.000 x 80.000 C10+4 C8 +2 CB +2 12 8 10 5 5 6 C10+4 C8 +2 C8 +2 12 8 10 5 5 8 84.000 C10+4 C8+2 C8+2 12 10 10 5 6 7 C10+4 C8 +2 C8 +2 12 10 10 5 5 7 90.000 C10 +4 C8 +2 C8+2 12 10 10 5 5 7 C70+4 C8 +2 C8 +2 12 10 10 5 5 7 96. C10 +4 C8+2 C8+2 12 10 10 5 5 T C10+4 C8 +2 C8 +2 12 10 10 S S 7 102.000 C10+2 08 +2 C8 +2 10 10 10 5 8 108.000 C10+2 C6 +2 C8 +2 10 10 10 6 5 8 114. GLASS TYPE NOT AVAILABLE C10+2 C6 +2 C8 +2 10 10 10 5 S 6 120.000 C10+2 " C6 +2 C8 +2 10 10 10 5 5 6 36. x 60. C10+4 C15+4 +4 92 10 10 5 5 7 C10+4 C6 +4 C8 +4 12 10 10 5 5 7 84.000 C10+4 C8 +2 C8+4 12 10 10 5 5 7 C10 +4 C8 +2 C8 +4 12 10 10 5 5 T a 90 10+ + + 1 8 7 10 +4 +2 +2 12 10 10 6 7 96. C10+4 C8 +2 C8 +2 12 10 10 5 5 7 C10+4 C8 +2 C8 +2 12 10 10 S 7 ,a C10+ C6 +2 C8 +2 10 10 5 S 6 GLASS TYPE NOTAVAI ABLE + C8 +2 90 8 114. C10+2 C6+2 C8 +2 12 10 10 5 5 6 120.000 Cl 0+2 + C8 +2 12 10 6 6 42.000 x 80. C10+4 C6+4 C8+4 12 10 10 5 1 S 7 C10+4 C6 +4 C8 +4 12 10 10 5 5 7 84.000 C10+4 C8+4 C8+4 12 10 10 8 5 7 C10 +4 C6 +4 C8 +4 12 10 10 5 5 7 9D. C10+4 136+4 C8+4 12 10 10 5 5 7 C10+4 06 +4 C8+4 12 10 10 5 S T 96. C10+4 C6+4 C8 +4 12 10 10 5 5 7 C1D+4 06 +4 C8 +4 12 10 10 5 5 7 102. C8 +4 C6 +4 C8 +4 12 10 10 B B S GLASS TYPE NOTAVAp ABtE k 108.000 C8 +4 C8 +4 C8 +4 12 10 10 5 5 6 114.000 C8 +4 06 +4 08 +4 12 10 10 5 5 8 120 C10+2 C6 +4 C8 +4 12 10 10 5 5 8 48.000 x 80.000 C4 +4 CB +4 10 8 10 5 5 8 C8 +8 C6 +4 C8 +4 12 10 10 5 5 T C 84.000 C10+4 4 C6+4 12 8 10 5 5 8 C10+4 C6 +4 06 +4 12 10 10 5 5 7 90 C10+4 C6+4 CS +4 12 10 10 5 5 7 C10+4 C6 +4 CS+4 12 10 10 5 5 7 I 96000 C10+4 C8+4 C8+4 12 10 10 6 5 7 C10+4 C6 +4 C8+4 12 10 10 8 5 7 "N 102 C6 +4 C6 +4 CB+4 10 10 10 5 5 8 GLASS TYPE NOT AVAILABLE 108.000 C8+4 C8 +4 C8+4� 10 10 10 S S 6 W 114.000 C8+4 C6+4 C8+4 12 10 10 S 5 5 • 120, C8+4 C6 +4 C8 +4 12 10 10 5 6 6 m 54,000 x 80. C8+6 C6 +4 C6 +4 12 8 10 5 5 6 CS 84.000 C8+8 +4 C6 +4 12 10 10 5 5 7 90. GLASS TYPE NOT AVAILABLE C8 +6 C6 +4 C8+4 12 10 10 5 5 7 i 966000 C10+4 C6 +4 C6 +4 12 10 10 5 5 7 60,000 x 80.000 C6 +6 C4 +4 06+4 10 8 8 5 4 6 84. C6+6 C6 +4 C6+4 12 8 10 5 5 6 90. GLASS TYPE NOT AVAILABLE C8+6 C6 +4 +4 CS +4 12 10 10 5 5 7 (�( 96. C8+6 C6 +4 C8 +4 12 10 10 8 5 7 EXAMPLE 1- SEE SHT.15 =EXAMPLE 2 - SEE SHT. 15 r OIL TES. 1.. A ANCHOR TYPES im �T4'E7 lAF1 -FL.EX 3 - #12 STEEL SCREW (GS) \ 2. CLUSTER QUANTITIES PERTAIN TO INTERLOCKS AND ° z STRAIGHT AND CORNER ASTRAGALS. SEE SHEET 15 FOR ANCHOR SPACING REQUIREMENTS. . ° y} 3. ALL 90' CORNER DOORS REQUIRE REINFORCEMENT IN - I+ THE CORNER BASE STILES REGARDLESS OF PANEL WIDTH, HEIGHT, OR DESIGN PRESSURE TABLE USED. I 31C NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR HEAD, 2.823" MIN. O.C. DISTANCE MIN' < D EXTERIOR INTERIOR SL-HTS 17 SILL AND JAMB AND 1" FOR P-HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN EA. 2x WOOD THRU MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 19" TAPCONS (MIN. 3 KSI TYP. (ALL SECTIONS) NOTE 2 (MIN. 1 31W EMBED.) OR 114 ELCO SS4 CRETE -FLEX 0 34 MIN. EMBED.). FLAT HEADS CONCRETE) TO BE #12 TRIMFIT TYPE. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1112* THICK 1x WOOD SUCKS ARE NOTE 1 i,_ •' r, :.: • ' • 13/8' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 1x WOOD BUCK MIN. DEPICTED AS 2x ARE 11/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE NOTE 2 1t4" MAX 1/4- - AUTHORITY HA VING JU SOt O BE N INEERED BY OTHERS OR AS APPROVED BY THE 1 SHIM � 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH CONCRETE ANCHOR OF 8063 -T6 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER NOTE 1 WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO NOTE 5 THAT SHOWN IN THE DETAILS ON SHEETS 18, 17 AND 18 FOR 2x WOOD BUCKS. THE 2.823" MIN 1 3/4" MIN. ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT O.C. DIST. E.D. TYP. 2x WOOD INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON (MIN. 3 KSI NOTE 2 SHEET 2 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 14 MAY CONCRETE)::. :' i i , BE USED. % a •• M. s ; 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE s'..; .•. �• " NOTE 1 •hr's'. 1 318" TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK Ix WOOD BUCK -� MiN. CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOODIMASONRY NOTE 2 1 OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, 114 MAX SCREEN ; T EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO SHIM FRAME L 1/4' MAX. WHICH THE FASTNER IS EMBEDED. SHIM S. FOR WOOD APPLICATIONS ELCO 1/4" SS4 CRETE -FLEX ANCHORS WITH #12 TRIMFIT CONCRETE ANCHOR WOOD ANCHOR SEE NOTE 5 HEADS MAY BE USED INSTEAD OF #12 STEEL (G5) NOTE 1 2 -TRACK FRAME HEAD INSTALLATIONS SCREWS. SEE SHTS. 14 AND 15. ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 823" MIN. 13/4 MIN. E.D., TYP. O.C. DIST. o WOOD dw F'Imd. (MIN. 3 KSI 1 , C q & CONCRETE ):• } "'f;'!:; -4;; a J/j?ia05 �. , a" �,:• s...i� "'+ NC)TE 1 tw 6�va�e * :• f '�. ,•. ` WL'114' 8" S t ) .Ll,. evJ 1x WOOD BUCK . Miami psdo Card NOTE 2 ppis en 114" MAX. MAX. SHIM SCREEN ATTACHMENT SHIM SCREEN FRAME JTT TO BEAPPPROVED BYAW 3 -TRACK FRAME HEAD INSTALLATIONS CONCRETE ANCHOR NOTE 1 NOTE 5 MIN 13/4 MIN C. . •RII O.C. DIST. ED. TYP. y 2x WOOD (MIN. 3 KSI - - NOTE 2 CONCRETE); •(n'• '. ! w 1'• :: ^'q p r -we j" "'-, " " f - ++ ;•..•�.'' r.• :i ..s -.�.. NOTE1 1318" 1x WOOD BUgC MIN. NOTE 2 -` —r T — 114 MAX. SCREEN ATTACHMENT SHIM IW MAX. SHIM TO BE APPPROVED BY AHJ SCREEN FRAME WOOD ANCHOR CONCRETE ANCHOR NOTE 1 4 -7RACK FRAME HEAD INSTALLATIONS NOTE 5 31fIlaf & FJK „ P T ANCHORAGE D ETAILS HEAD ,maw r ' — ALL/K SUL) NG GLASS DOOR IM PACT aaos90 f/4 f7 + !9 1406 ? J at24Av 1 318" MIN. 1 Wr MIN. 1 Wr MIN. WOOD ANCHOR WOOD ANCHOR NOTE S. SHT. 17 NOTE 5, SHT. 17 1.WOS" MIN. 2x WOOD O.C. DISTANCE NOTE 2 SHT. 17 SCREEN WOOD ANCHOR 2x WOOD FRAME NOTE 5, SHEET 17 4 114" MAX. SHIM SHT. NOE 2• 114" MAX. SHIM - �{ f INTERIOR (ALL SECTIONS) NOTE 1, NOTE 1, EXTERIOR 1x WOOD BUCK SHT. 17 1x WOOD BUCK SHT. 17 NOTE 2, SHT. 17 1314" MIN. NOTE 2, SHT. 17 SCREEN E.D. TYP. FRAME 2x WOOD `1 314" MIN. E.D. TYP. CONCRETE �:.` ALTERNATE 2 TRACK FRAME NOTE 2 ANCHOR " •: WI SCREEN RAIL }� SHT. 17 NOTE 1, :',} ±. 1.908" MIN. :; �:: 1.908" MIN. SHT. 17 ? . �.C. DISTANCE 114" SHIM MAX :.O.C. DISTANCE CONCRETE y; ANCHOR 4 • ": ��l _ t NOTE 1 SHT. 17 (MIN. 3 KSI NOTE 1 CONCRETE) -•!: • !CONCRETE) 1x WOOD BUCK SHT. 17 114" SHIM MAX. 114" SHIM MAX. NOTE 2, SHT. 17 mwucr ORIGINAL 2 -TRACK FRAME 2 -TRACK FRAME r""" °biida JAMB INSTALLATIONS JAMB INSTALLATIONS j ; 1314 " MIN. 1i w yy . NOTE 1, f E.D. A Pna.1c aeol ix WOOD BUCK SHT. 17 1 318" MIN. CONCRETE Tom. r, NOTE 2, SHT. 17 ANCHOR t - � NOTE1 L •"'e • .3q . i 1 34 MIN. SHT. 17 law MIN. O.0 CONCRETE 1 E.D. TYP. i .t< DISTANCE ANCHOR i•'; + WOOD ANCHOR "-� NOTES, SCREEN NOTE t r ATTACHMENT SHT. 17 :'r %. f� 1.908 MIN. SHEET 17 2 D TO BE `4 4 O.C. DISTANCE SHT. 17 APPROVED ° " °j• �. SCREEN 1 8Y AHJ ; , : et (MIN. 3 K51 ;i•�Zi� '.CONCRETE) ATTACHMENT +' (MIN. 3 KS1 APPP TROVED ..,• ;:CONCRETE) FRAME 114 "SHIM MAX BYAHJ 114" SHIM MAX. 114" SHIM MAX 4 -TRACK FRAME 3 -TRACK FRAME JAMB INSTALLATIONS JAMB INSTALLATIONS d.... Fxw " ANCHORAGE DETAIL XWWEF am , JAMB �o rrsx+uoworarore PA o r " 101 °D11 ALUM. SLIDING GLASS DOOMi, NON- JMPACT um A T~. PE ♦X J - Fic "m Z 'mom atnsa�! 1 Beov ggppp !8 19 O1V 440&2 ✓ waw+w SCREEN WOOD ANCHOR WOOD ANCHOR WOOD ANCHOR FRAME NOTE 5, SHT 17 NOTE 5, SHT 17 NOTE 5, SHT 17 SCREEN FRAME j SCREEN FRAME 1 1/4" MAX. 1 318• MIN. 1W MAX. 13/8• MIN. 174' MAX. 1 318" MIN. NOTE t NOTE 1 V� 7 - � ,Aom A NOTE 1 2x WOOD f 2x WOOD SCREEN NOTE 2 SHi. 17 SCREEN NOTE Z SM. f 7 2x WOOD ALTERNATE Z TRAP( NOTE 2 FRAME CONCRETE FRAME CONCRETE FRAME W/ SCREEN RAIL CONCRETE SHT. 17 ANCHOR ANCHOR, 114" MAX, ANCHOR 1 / W T I ' NOTE 1, SHT. 17 114 MAX NOTE 1, SHT. 17 NOTE 1 NOTE 1,SHT.17 NOTE 1� �:'.• y o : c. + e +: w` :i.� � r�.. NOTE 1. ;:.l: • : .r.~ •' ir' •' 1, ` r =•b r 1. ..i. {•.`.� )''' :.? ;.�. ?"':* . i. .�. SHT. 17 "� "'E: : a: •, :�. ''' tz �'.• SHT. 17 r.yxti'i'• :i " •"S'� - "ice= SHT. 17 (3 KSI MIN. CONCRETE 1 i J- . , i f (3 KSI MIN. CbNCRE'fE{ • I • � - _+• (3 KSI MIN. CONCRET�� •< 1314' SEE NOTE 2 13!4" MIN. E.D. TYP. —�1 M 2 13/4' MIN. E.D. TYP. NOTE 2 —MIN. E.D� 7YP. 4 -TRACK FRAME SILL INSTALLATIONS 3 -TRACK FRAME SILL INSTALLATIONS 2 -TRACK FRAME SILL INSTALLATIONS NOTE: ANCHORS ARE STAGGERED t' MIN. AT P-HOOK EXTERIOR INTERIOR WOOD ANCHOR ANCHOR EMBEDMENT AT P -HOOK: 1/4' TAPCON -1 318• MIN. (ALL SILL SECTIONS) NOTE 5, SHIT. 17 3 KSI MIN. CONCRETE 1/4' CRETE -FLEX -1 314" MIN. 1x WOOD BUCK ruwnoy� with The wide NOTE NOTE 2, SHT. 17 N OTE ABOVE NOTE NOTE ABOVE NOTE ABOVE l Imo- 318" MM. ' f - � ABOVE 3f8" MIN. ABOVE � .I 318" MM. 1 3/8" MIN. � 1/4• MAX. J 13/8" MIN. NOTE 1 CONCRETE - F s ! CONCRETE WOOD ANCHOR A: a'.� -• 1` ANCHOR, ANCHOR, 1" NOTE 5 2x WOOD NOTE 1, Y. f�< „=i{ 1' NOTE 1, :e 1' 2x WOOD NOTE Z SHT. 17 S 3 :° ,ii. ° ` "•+ SHIT NOTE2 - E.D S E.D. SHT. 17 CONCRETE ANCHOR NOTE 1, SHT. 17 NOTE 1, 1/4" MAX SHT. 17 NOTE 1 ' (SILL) (SILL) (SILL) _... - - - -- 4 (3 KSI MIN. CONC) 1 3/4 "MIN. E.D. TYP. - �-- ^-�-1 NOTE 2 4 TYPICAL POCKET P -HOOK INSTALLATIONS INTERIOR ORIGINAL 2 -TRACK FRAME (A E P41NS) NOTE: SILL INSTALLATIONS t. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON-METALLIC GROUT, 3000 PSI MIN„ (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD EXTER TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS �¢ APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2.1.947 MINIMUM ON CENTER DISTANCE rx w Mac~ omm 90 7EMM WDOW AN CHORAGE DETARA S ac & POMET N 40 rx NOWANK W FL im ALUM SLIDING GLASS DOO A M44PACT rx wxas ra.egortwa ��� knasA'Mwr, ®.E mmm N *K A"1bOt u °� Mor asrJeH 1 h ' Nt00lDO 1/4 19 + 19 44W2 J i *9C V Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL H y r Phone: (305)795-2204 Fax: (306)756-8972 ---------------- ........ -------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------- ':-�V 77771 NU . . . ...... . ..... X. . .... ... .. ME: ...... ..................... Scheduled Inspection Date: April 13, 2009 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: ROMAN, RICARDO/ ISABELLE Work Classification: Window/Door Replacement Job Address: 1310 NE 101 Street Miami Shores, FL Phone Number (305)757-5446 Project: <NONE> Parcel Number 1132050230010 Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments Inspector Comments Passed 'G?Y 4?- Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 10, 2009 Page 7 of 25