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WS-13-2847Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208968 Scheduled Inspection Date: March 17, 2014 Inspector: Rodriguez, Jorge Owner: ERIC DIAZ, ROBERT BAKER Job Address: 260 NW 112 Terrace Miami Shores, FL 31368 -3332 Project: <NONE> Contractor: HOME OWNER Building Department Comments REMOVE AND REPLACE WINDOWS Permit Number: WS -12 -13 -2847 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360010280 Infractio Passed Comments INSPECTOR COMMENTS False March 14, 2014 For Inspections please call: (305)762 -4949 Page 19 of 24 Inspector Comments Passed l f Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional inspections can be scheduled until re- inspection fee is paid. March 14, 2014 For Inspections please call: (305)762 -4949 Page 19 of 24 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208358 Permit Number: WS -12 -13 -2847 Scheduled Inspection Date: March 12, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Window Door Attachment Owner: ERIC DIAZ, ROBERT BAKER Work Classification: Window /Door Replacement Job Address: 260 NW 112 Terrace Miami Shores, FL 31368 -3332 Project: <NONE> Contractor: HOME OWNER rsut comments REMOVE AND REPLACE WINDOWS Phone Number Parcel Number 1121360010280 INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 204952. CREATED AS REINSPECTION FOR INSP - 204864. 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED Failed ❑ COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. Correction FLORIDA STATUTE. Needed ❑ Supplt structural for 2 x 4atattaachment /Ennngg. Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 11, 2014 For Inspections please call: (305)762 -4949 Page 26 of 34 k I 1 JCD ARCHITECT, INC 1385 CORAL WAY 5U # 207 MIAMI, FL 33145 March 10, 2014 Village of Miami Shores Re: Bobby Baker 260 N.W. 112 Terr. Village of Miami Shores, FL 33168 Process# WS 12- 132847 Dear Sirs: A.A. #26001 560 TEL. # (305)285 -4343 FAX # (305)285 -4330 "AS -BUELT CERTIFICATE" The undersigned Juan C. David RA # 15344 — certifies herein that having performed an inspection to the above property, I can attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the structure are structurally safe and sound, as well as the window installation. I can also attest to the best of my knowledge, belief and professional judgment, the window replacement installation are in compliance with the attached original set of plans, and other submitted documents, and that this Set of drawings will ensure the compliance of the above property with the Florida Building Code; and that the windows were installed according to Approved Plans, and NOAs, therefore, it can be approved under the FBC. The methodology utilized to make this determination was the analyses of the existing construction elements as follows: 1. WINDOW: Window buck (1x2) was existing —see pict: , and window was installed directly to conc. Block w /l /4 "o x 2.5" 1. Tapcons at 12 -13" oc per NOA. 2. WINDOW FRAME: Dining room window had Cone. Block wall and 1x2 wdw. Buck existing. Bedroom window had wd. Jamb and was reinforced w/1 -2x4 PT member as seen in photograph attached. 3. WINDOW: window was installed directly to double wd. frame w/ w / #10 x 3" 1. wood screws at 12 -13" oc per NOA. Cont... FULL ARCHITECTURAL SERVICES eg RESIDENTIAL cz COMMERCIAL ca CU5TOM DE51GN tai LEED CERTIFICATION JUANCDAVID ®JCDARCH ITECT.COM i CERTIFICATE January 16, 2009 Page 2 Therefore, according to the above report, the window installations can be considered safe and built according to the Florida Building Code. Should you have any questions or need additional information, please do not hesitate to contact me. Sincerely, J C David R.A. Tel# (786) 443 -6750 LE A.P. A.R.# 15344 Cc: file. FULL ARCHITECTURAL SERVICES cad RESIDENTIAL c8 COMMERCIAL cis CUSTOM DESIGN cs IEED CERTIFICATION JUANCDAVID @JCDARCHITECT.COM FULL ARCHITECTURAL SERVICES cs RESIDENTIAL ca COMMERCIAL ca CUSTOM DE51GN ca LEED CERTIFICATION JUANCDAVI D ®JCDARCH ITECT.COM Miami Shores Village Building Department ��. LQ7l� p 10050 N.E.2nd Avenue Mami Sho res, Florida a 33138 10 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 R Y. FBC 20 L�—_> JOB ADDRESS: ?_ � 0 .k1 LJ [ [ 2 � l Cer✓e4 c e. City: Miami Shores County: Miami Dade Zip: 3 ? l 6 r Folio/Parcel #: Is the Building Historically Designated: Yes NO _ X Flood Zone: ZE OWNER: Name (Fee Simple Titleholder): 90 h�e r � �&4 ✓ Phone #: Address: ?- 6 ° �J L%/ t l2 4�= Tort. ,. City: 4A1 a ^'I � k 004- s State: IF L zip: 3 -3 14 Tenant/Lessee Name: ii Phone#: Email o � b_L Cd 4 ,tea (.Core CONTRACTOR: Company Name: Addrn City: Quali Zip:,�J/�oZ BLS= �3037i State Certification or Registration Certificate of Competency #: Contact Phone#: Email Address: /�p / Z��,� ,Q'�l r,157/" DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ %.S C 0, square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New URepair/Replace ❑Demolition Description of Work- Lf-e {syt"tows as SL"", 0� �Looe .s. Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) /u 0140 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 trust 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 S:f Signature / Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t J� "Q rl Ue-1 D/Q 2- day of , 20 _, by day ofJ�l Vl.ftQ 20 � �%, by , who is personally known to me or who has produced who is persona��me or who has produced As identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sig ` Print: Print: My Commission Expires: My Commissi APPROVED BY t�� Plans Examiner Structural Review (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Q FIiE8 W MY CWu6Y1MMEE 157289 EXPM: JEWW 4, 2016 7 BandedTtaWN�rlhe Zoning Clerk f JCD ARCHITECT, INC 1385 CORAL WAY 5U # 207 MIAMI, FL 33145 A.A. x'26001 560 TEL # (305)285 -4343 FAX # (305)285 -4330 WIND LOAD CALCULATIONS PROJECT: BOBBY BAKER RESIDENCE 260 N.W 112 TERRACE MIAMI SHORE, FL 33168 TABLE OF CONTENTS SUBJECT 1. WIND LOAD CALCULATIONS g. r ,3 1' k l� AR # 15344 Date: JAN 2 0 2014 d, !AM2t y1 ° PAGE 1 -2 FULL ARCHITECTURAL 5ERVICE5 ca RESIDENTIAL ca COMMERCIAL caa CUSTOM DE51GN co LEED CERTIFICATION JUANCDAVIDQJCDARCHITECT.COM ..' .0 ASCE 7 -10 Wind Loads on Buildings (Directional Procedure) per ASCE 7 -10 Description: Baker Residence Window Pressure Analysis q: DV Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.18 Flexible Structure No Fla 6-5 Internal Pressure Coefficients for Buildings. Gcol onditlon Gust Factor Category : Rigid Structures - Sim iifted Method Max + Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 0.00 -0.55 -0.18 Gust Factor Category ll: Ri id Structures - Complete Analysis 0.18 -0.18 Zmin 15.00 It Izm Cc " 33/z) "0.167 0.2281 Lzm 1 *(zm/33) "Epsilon 427.06 ft Q 1/(1 +0.63 *((Min(B,L) +Ht)Azm "0.63))"0.5 0.9116 Gust2 0.925* 1 +1.7 *lzm *3.4 *Q / 1 +1.7*3.4 *izm 0.8785 ust Factor Summary G ISInce this is not a flexible structure the lessor of Gust1 or 5ust2 are 5sl 0.85 Fla 6-5 Internal Pressure Coefficients for Buildings. Gcol onditlon Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildin 0.18 -0.18 ASCE 7 -10 Wind Loads on Buildings (Directional Procedure) per ASCE 7 -10 Figure 6 -11 - External Pressure Coefficients, GCu Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 2' 1 17 1 1 i A a Gabled Roof 7 < Theta <= 45 a = 4.28 =_> V 4.28 ft FACTORED ALLOWABLE Component Area ftA2) Zone GCp Wind Press (Ib/f A2) Wind Press Ib/ft ^2 Max Min Max Min Max Min A 5.40 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 B 6.28 4 1.00 - 1.10 66.75 -72.41 40.05 -43.45 C 19.06 4 0.95 -1.05 63.95 -69.61 38.37 -41.77 D 5.25 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 E 19.71 4 0.95 -1.05 63.81 - 69.47 38.28 -41.68 19.71 5 0.95 -1.30 63.81 - 83.49 38.28 -50.10 F 14.17 4 0.97 -1.07 65.24 -70.90 39.14 -42.54 1 20.10 5 0.95 -1.29 63.72 -83.32 38.23 -49.99 1 20.10 4 0.95 -1.05 63.72 -69.38 38.23 -41.63 Note: * Enter Zone 1 throuah 5. or 1 H throuah 3H for overhangs. Florida Building Code Online Page 1 of 2 EgWvde ce of Prodwt Standards Certified By PAKWd Approve 1111 McOW 1 Option A Data Subndtted 05 /01/2012 Date Validated 05/01/2012 Date pending FOC Approval Date Approved 05/06/2012 red ter wa In H H D Yea x1550 go C cac HM1108a.�e red for use mmWrbHVIMYes Ampst awbawn Data d Redxumt Yes x/31/2015 Pnwnnm N/A Instructions; . Rmft to Installation Instrisodons 5-210 for shoes, ommg rates, design pressure RJ5011 ao a 5- 104 .ode and installation detalls. Veiged By. Herooes F. Morro, P.E. Florida P.E. 73778 Created by LWepmWaMTeerd Partin Yes FloridiaC panenentcf Kmft e I Log to taerRegtsunum twTeOkS sabmaSurdnw9e sods RIM PoHke4brls FIXSUe et75 Ste Map Unks search I Busnes) Pro essi al `User ' Regulation Product AR—,l Menu > > AooftatlM App6UMUM DOW `:. �• i ( ,�� R. B FL15558 AppgtatlonType New Cade Version 2010 Approved Appkatio n Std `Approved by DBPR. Approves by DBPR Orel be revWA,e0 and In, by the POC and/or tree ODnod657on armaments Arddved If necessary. product P aw ]ELD -WB0 3737 Lakeport Blvd Kkmdh Fags, OR 97601 (541) 205 -1171 8+ryr6?1eW-wen.atn AuBWdmd Signature Gary RoMnson R ld- wen.COnl Tedodtal Representative Steve SaRell 3737 Lakeport Blvd Klamath Fags, OR 97601 (541) 882 -3451 Ext 2900 Wmmsa@jakt-wW.ODm EgWvde ce of Prodwt Standards Certified By PAKWd Approve 1111 McOW 1 Option A Data Subndtted 05 /01/2012 Date Validated 05/01/2012 Date pending FOC Approval Date Approved 05/06/2012 red ter wa In H H D Yea x1550 go C cac HM1108a.�e red for use mmWrbHVIMYes Ampst awbawn Data d Redxumt Yes x/31/2015 Pnwnnm N/A Instructions; . Rmft to Installation Instrisodons 5-210 for shoes, ommg rates, design pressure RJ5011 ao a 5- 104 .ode and installation detalls. Veiged By. Herooes F. Morro, P.E. Florida P.E. 73778 Created by LWepmWaMTeerd Partin Yes m" rm 1994 19% 1994 https : / /www.floridabuilding.org/pr /pr app dtl. aspx ?Pmm= wGEVXQWtDgvKmQcUOUtQt... 1/21/2014 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors Certification No.: NI011I082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamatb Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201!2021203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.NamicertilicatJon.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Managemeat Institute, Llcd4794 George Washington Memorial Higbway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312" x 6110" -16600 10.0 psf Yes CTLA -696W Single Max Panel Size: 3'0" x 6'8" +66/ -70 10.0 psf Installation Details: S -2104 1-8 OX/XO O/S Door- Opaque 415" x 6110" Door -Yes CrLA -696W Single w/Sidelite Sidelite- Glazed Sidelite -No Max Panel Size: 3'0" x 618" Sidelite DUM 6" x 513" (1 /8" Tempered Glass) Installation Details: S -2104 1-8 OXO O/S Door- Opaque 5'10" x 6'10" +6600 10.0 psf Door -Yes CTI.A -696W Single w/Sidelites Sidelites- Glazed Sidelites -No Max Panel Size: 370" x 6'8" Sidelite DLO 6" x 313" (118" Tempered Glass) Installation Details: S -2104 1.8 XX OIS Doors- Opaque 613" x 6'10" +571 -57 8.55 psf Doors -Yes CTLA -696W Double Max Panel Size: 3'0" x 6'8" Installation Details: S-2104(1-9) OXXO O/S Doors- Opaque 8111" x 6'10" +57/ -57 8.55 psf Door -Yes CTLA -696W Double w/Sidelites Sidelites- Glazed Sidelites -No Max Panel Size: 370" x 6'8" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Installation Details: S-210411-8) National Accreditation & Managemeat Institute, Llcd4794 George Washington Memorial Higbway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: 74.5' MAX. OA FRAME' MOTH - JELDWEN® Steel 875' 1YP 125' 35 MAX OA 38' MAX. OA 6YfRliY9AWWC MMV-k'WOODSWOMMES76130U7ffiWAfO PANEL PANEL STN wAOTOOOAmm ww& W/VAW$yELITES 7025' MAX. OA FRAME MM Jr 75' KILL RP BAR TIP MAX OA _jrTYR I PANEL WDDTM Face sheets 24 go. (0.0201 mhwwn 8ddouss, OaAmaaed Steel A -525 cotymardid wx* - AKDO per AST1h 610 WM average aftn uan )kld strero Fy(— )=24.6W psL S frtdod pogriymne with 1.0 to 125 9m. 1cf dmV, by Door Pares Ceasfn,c6ea_ The aetlre and htaetive panels are amdructed from 24CA (0. 020' trtht.) gahvrbed dad. The face street tope otd bottoms we beta W am the top wW bottom rags. The top OL rd measwes 1.67' t x 1. 042' high. The steel bottom raff Is rd fomod 0.021' gWvw&W sted nne�tahtg 1.67' wile x 121' Fdgh. The sides of the face are roe famed ado the LVL biota s67e and PoWeratsa f"me hhrge etik trMch measure 1.67' x 10'. The honor early is fed wM polysly ene. The face dheab are shad to the Polystyrane. Flxed LRe CotdaL• The sash is constructed from 240A (0.020' mhu.) gahw&w steel The edges ot the fie sheet are herd W ova the poly*sne Cob and &W to IL ib aldefde panels we routed to receive the OM Lip Lb From or the opft D Trhrly Light From. (See sheet 7 for gbxhtg detah) The ft from are sealed r/ W ghaxutg comp and on the Mortar. Frame Cowkuctiac The from are oaefracted from Ponderosa Pare jambs measuring 125' " x 45825' deo. The doo o d 6Mb head jornbs we 11101 8sed MW buff johred to the sale jambs and attached wM (3) 16CA 2' x 7116' am rite stapbs. The udb use a stoWod bump fa¢e Perndno Daashold nwomu4 4. 041' deop x 1.0' hWL The 8aeslmld is attached to asMN PRESME mnrl -- *w ow Is NIM 3E anygoam6x0.M) W/W AMN-ww saawo +00-MPW om on off (DC = M mnw) +87 per -57 psf W/0o ADP! -Bw -0 dgft* s h i n e d b y Hermes F IE season: I am approving tlds docum�t { late 201205.01 1731:35-04'00 N-MAMARM 155' MAX. OA ME= FRAME MM 14' MAX. OA PANEL W M 6' MAX OA D.L.O. NM 6IL12' MAX OA D.La MEX>7fT �i r, � rut• i ; � r .a litlh, IT 155' MAX OA scallE FRAM MM 14' MAX OA PANEL WN1M 8' MAX OA Dd.a Wrote 83.125' MAX OA DLO. HEW R RE Ug x o pRig o RpQs � W , smug mom FROM OffFR1OR mug] W O V m Prepared Phone 407- ti44 -m7 Fmc 407- 644 -2386 8 -11 -0 SUM N.T.S. GY6. ev: JWi pat BY S. TV S -2104 0.75' MIX EDGE Mr. 1.50, MIN. 0.75* NON. ONCRETV EDGE Ei. MASONRY 'BY MASONRY 51 1.50, 0 EWB. . . . . . . . . . . . . . AIAX ..... 11 SHN 3 SEE DETAIL 7 ON SHEET 5 SE NOTE 6 ON • SHE 4 2 31 SEE NOTE 3 SHE 4 SEE NOTE 3 ON 21T. 4 80.01 AIAX OA PANEL HEIGHT propmw Jwj Li PIMM 407-844-M as wn I SWELL mumm 04 -2104 _L OF•� Eva Foc 407-644 -2M -SHM 1.75' 0. 1.750' MIN EDGE DST. MASONRY 1.750° NUN. as. BY OTHERS CFECYON CAL CROSS SECTION PANEL THK OLD (3) MUT AM THRESHOLD n AT SIDEUTE SASH PANEL THK. SEE NOTE 2 ON 2 SRI. 4 0.125- MIN. GLASS THX 8125° lNIfB EXURM 80.0" 81. 2 15' MAX MAX OA MAX. sa GLAZING OA OA DETAILS, SHEET—,,, FRAME HEIGHT HEIGFIT ME 7 HEIGHT SEE NOTE 2 ON 2 SHE 4 SEE NOTE 6 ON SHT 4,29 E E NOTE 8 ON a NOTE 9 ON SHE 16 SHT. 4 SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON 21T. 4 80.01 AIAX OA PANEL HEIGHT M I-luz IN Rig � pit 1 44 1 SMU MW WA SILL AND AM MW "M PONDMM FMO I WOW I propmw Jwj Li PIMM 407-844-M as wn I SWELL mumm 04 -2104 _L OF•� Eva Foc 407-644 -2M -SHM 1.75' 0. Am EDGE DST. MASONRY AM By OTHERS as. BY OTHERS CFECYON CAL CROSS SECTION OLD (3) MUT AM THRESHOLD n AT SIDEUTE SASH M I-luz IN Rig � pit 1 44 1 SMU MW WA SILL AND AM MW "M PONDMM FMO I WOW I propmw Jwj Li PIMM 407-844-M as wn I SWELL mumm 04 -2104 _L OF•� Foc 407-644 -2M -SHM SEE S� 4 25 19 20 4 5 7 1 15 21 42 34 13 6 5 6 3 20 19 ON� 7 01 X08 id ,- 1.750° MN. PANEL THK. AU�. j�� '. ::,• ". ° ' ' Lei CONCRETE1 MASONRY a �• ° A e , U38LLltm� / ° a °• ' �\ 1 5 51 10 0 0.75° �. �� 1 17 1 1 �� ° 0.75° MIN. x EDGE ° ° SEE DETAIL 5 SEE DETAIL 5 ° a EDGE DIST. o e . ON SHEET 5 ON SHEET 5 a a 4 SHA�1 HORIZONTAL CROSS SECTION HORIZONTAL 'ROSS SECTION Sttldl a + SG g x. 0•5* �' LATCH JAM 70 UCK H0 JAMB TO BUCK 0.* 50 MI 50 M!N CONCRETE/ EMBED. EMBED. BY OTHERS SEE NOTE 1 ON SHE. 4 28 ASTRAGN_ THROW BOLTS (2) TOTAL; (1 EACH) f n 1 15 1 7 40 52 7 Tl 1 5 2 42 34 0.31' DA x 9.0° I.G. AT TOP & BOTTOM SE NOTE iSHI 4 26t"az � M,a1. To snLE aTractReENT 1.5• M► NOTE: ITEM a4 NOT SHOWN THIS PANEL THK \ VIEW FOR C 71uuq, 11 J�� ES F. SEE NOTE 4 SEE DETAIL 7 Z�.•'••• ON Stir 4 4 1 ON THIS i Q 1 i SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL rxre qv Prepared gy 3"M * arc+ er JWJ �(;',�� aac w. & SAFFELL 1 '1 CRANM MW 9 mnm DROPS, w T` ocMaa I � M,a1. To snLE aTractReENT 1.5• M► NOTE: ITEM a4 NOT SHOWN THIS PANEL THK \ VIEW FOR C 71uuq, 11 J�� ES F. SEE NOTE 4 SEE DETAIL 7 Z�.•'••• ON Stir 4 4 1 ON THIS i Q 1 i SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL rxre qv Prepared gy 3"M * arc+ er JWJ �(;',�� aac w. & SAFFELL 1 '1 CRANM MW 9 mnm DROPS, w T` Phow 407 -644 -6957 -L ire Forc 407- 644 -2366 st�FEr a O 7 1 15 HORIZONTAL CROSS SECTION A T IO LTTE TO tAT H JAM , NOTES, ' CG= 1. SPACING FOR ITEM 126 THE 110 x I' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: CRAM THE TM DOWN P. THE BO7TOl1 UP 10° 25° AA* S.5° BY OTHERS NOTE 7 SHE 4 .1 ,J �►.ti.� iW,7Y.M � SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORIZON7AL CROSS SECTION AT SIOELI7E TO HIS E JAMB NO7E 3 S T. 4 13.0, 18.0 & 260. 2 SPACING FOR REM 123 THE 18 x 1 112' PLASCREW IS AS FOLLOWS: Prepwd 8y. ol TOP & BOTTOM. HORIZONTALLY, SDELRE PANEL• 3.0' IN FROM EACH CORNER, I3i&I.0M Ron INC Phow 407 -644 -6957 32 36 38 4 4. ON THE SIDES MERTICILLLY. FOR THE SnMff PANELS 3.0. 13.0 1, 26.0' 39.0", 52.0' & 63.0'. °• S- -2104 HORIZONTAL CROSS SECTION A T IO LTTE TO tAT H JAM , NOTES, ' CG= 1. SPACING FOR ITEM 126 THE 110 x I' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: CRAM THE TM DOWN P. THE BO7TOl1 UP 10° 25° AA* S.5° BY OTHERS NOTE 7 SHE 4 .1 ,J �►.ti.� iW,7Y.M � SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORIZON7AL CROSS SECTION AT SIOELI7E TO HIS E JAMB NO7E 3 S T. 4 13.0, 18.0 & 260. 2 SPACING FOR REM 123 THE 18 x 1 112' PLASCREW IS AS FOLLOWS: Prepwd 8y. N.T.S. TOP & BOTTOM. HORIZONTALLY, SDELRE PANEL• 3.0' IN FROM EACH CORNER, I3i&I.0M Ron INC Phow 407 -644 -6957 32 36 38 4 4. ON THE SIDES MERTICILLLY. FOR THE SnMff PANELS 3.0. 13.0 1, 26.0' 39.0", 52.0' & 63.0'. °• S- -2104 sOnfr %i Of —A �e 3. SPACING FOR ITEM 131 THE IM x 314' BRAD TRIM AWL. ATTACHING THE QUARTER ROUND 70 THE SIDEM AND ITEM 19 THE 16GA X 1' BRAD TRIM Able. ATTACHING THE MULLION CAP TO THE MULLION BAR MERTICILLLY, 5 AS . FOLLOWS: TOP & BOTTOM HORIZOMA i Y (El2R THE 3/B° MM Ma I 1.25' IN FROM EACH CORNER WITH �\ (1) NAIL MID-SPAN. \ ON THE SmS VERIICA•!Y OR BOTH 318' MMI?TER ROUND & WUM CdP) 1.25° FROM EACH END & SIX MORE a.' EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 112° PFH WOOD SCREW. WHEN ATTACHING THE STRIFE PLATE TO THE JAMB AND S1DELITE JAMB AT THE MULLION USE ITEM 124, A #8 x 2° ° PFH WOOD SCREW! • .,, ��\ 5. SPACING FOR ITEM 125 THE S8 x 2 112' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE ARWOV, ° e tS AS FOLLOWS: 6.0' FROM EACH MUM CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, ° SEE NOTE 2 2 & THE SDELiE PANEL. IS SECURED INTO THE MOM JAMB W/ ITEM $29 %ICO+E CAULK ON THREE SOB AND • • \ ON SHE 4 Qt • 3/8° TER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 314° LONG 0.75' MIN. Z WHEN ATTACHNG THE HINGE TO THE JAIL AND BUCK ��\' 29 SEE NOTE 6 USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE DIST .a Qe THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE ON Si . 4 MULLION USE REM 114, A 110 x 1 314° PFH WOOD SCREW! & SPACING FOR REM $49 THE 16 x 1 112' PANHEM SCREW (TRINITY LREFRAME) IS AS FOLLOWS e`; SEE DETAIL 5 SDELTTE L ZEIRAW FROM THE TOP DOWN 325 18.0625. 32.8125 ; 47.5625° & 62625 °. • ON SEET 5 SM9 LREFRAME TOP & BOTRK FROG THE IFFT: ONE (1) SCREW AT 4.4375'. 4 9. ALTERNATE CMCRETE/MASONRY INSTALLATION ANCHORS OF EOWALENT PERFORMANCE CHARACTERISTICS CAN BE 0250° MAX USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. ° SHIM -•� c 10 USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN INSTALLING INTO EMBED. MULLIONS USE ITEM i16 WHEN 96TALLM INTO CONCRETE /MASONRY SUBSTRATE AT SDEL)E SILLS O �.\ SEE NOTE 2 2 SEE NOTE • � ON SHT. 4 29 ON SHi. 46 tO 0.7501 SEE GLAZWO DETAILS, SHEET 7Q SEE GLAZING DETAILS, SHEET 7 0 EXTERIOR 0125' MTV. INTERIOR GLASS INK .N Q EL OR ONTAL GROSS SECTION dry I�� U TO SUCK :S F. Mn N, ' Prepwd 8y. N.T.S. * OC + .� P` I3i&I.0M Ron INC Phow 407 -644 -6957 Di W. BY: JWJ c aL er: S SAFF S- -2104 sOnfr %i Of —A �e Fox: 407- 644 -2386 74.50° MAX OA FRAME ESEEDE;TAIL 2 SHE SEE DETAIL 4 ON THIS SHE O TIP. 12.50" 6.. 00° TYP. j I .w' TYP. T 6 TYP. _I 1 1 1 Ill ! I 7375° F7T T M. TIP. TYP. .3 5 SPACES 0 13.85" r SEE DETAIL 5 81.25' — / ON m SHT. — MAX. OA } 5. °I i 3 36. 16 /TP, a WWI .00' TW. 6 7.00° M. 71P. TV. i SEE DETAIL 3 ON THIS SHT. DOIBE DOOR WITHOUT SIDELITF_S AAICHOR LOCATIOAtS VIEWED FROM ►N►ERIOR 25 16 �4 2 SEE HOTS 7 SHEET 4 6 DETAIL 2 - A HEAD JAMB DETAIL 3 - 0 THRESHOLD E7AIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL. STRIKE PLATE HINGES TD JAMB & DOOR F71Aw I I. OA MAX OA FRAME 3.00' I r I I I .9 -0000' �° TIP. 8.58' 6 Fioo 1YP. 5 SPACES 1185 SEE DETAIL 6 TON THIS SHT. 1 3.00° 00° . 3.00' 7 TIP W° TYP. SEE DETAIL 4 ON THIS SHE MAL 15 STRME PLA RAGA ASTL STRIKE � JAMB fg a 1s51a � \� �� In GO I SEE NOTE 10 ON SHEET 4 — W SF 1 0119 ERSiNK FOR NSTALLATiON ANCHORS o ^ W 9 -11 -01 SEE DETAIL 4 ON THIS SHE MAL 15 STRME PLA RAGA ASTL STRIKE � JAMB fg a 1s51a � \� �� GO I SEE NOTE 10 ON SHEET 4 — W SF 1 0119 ERSiNK FOR NSTALLATiON ANCHORS o ^ W 9 -11 -01 p .� Pro mw er. N.T.S. orces. BY.. JWJ v T % ✓Y � maw Phom 407$44 -�7 am w. & SAFFELL oAarure ia.: 5 -2104 ate' -A- 0'$ rye �sesra F= 407- 644 -2386 MAX. OA FRAME 4.50' TYP. TYR 3.00' 3.00' 6 TYP. 5 SPACES 0 13.65" MOX DA FRAME SEE DETAIL 2 ON SHEET 5 16.41' TYP. ' TYP. 13.41" TYP. 00' TYR 6.00' TYP. IWW* SEE DETAIL 4 ON SHEET 5 1 6 TYP. R SEE DETAIL 4 ON SHEET 5 g fig, - 11 1 0 SINGLE DOOR WITHOLR SO OM . A. W tff`�71M. VIM FROM WTMR m - 11 1 III III I 11 .w 1 51 5t TYR TYR SEE NOTE 5 W t 25 ON SHEET 4 Sum N 15 SEE DETAIL 5 _ - •• • Lj Imam woprh W- Phow 40844 -W57 ON SHEET 5 DpAwm ML. 5 -2104 Of. FM Fae 407- 644 -2366 ISHM _ 5• 'I 11 a _ 16 XI 25' iYP. t i 1 1 1 f SEE DETAIL 4 ON SHEET 5 1 6 TYP. R SEE DETAIL 4 ON SHEET 5 g fig, - 11 1 0 SINGLE DOOR WITHOLR SO OM . A. W tff`�71M. VIM FROM WTMR m - 3$ 1 W t fJ(V Prepared Or. Sum N 15 om BY. - •• • Lj Imam woprh W- Phow 40844 -W57 cmx W. DpAwm ML. 5 -2104 Of. FM Fae 407- 644 -2366 ISHM _L EXTERIOR 0.125° MIN TEMP. GLASS gi INTERIOR GLASS BITE 1 iON 1 29 50 29 4 NOTE 50 2 J.-t 3B EXTERIOR 0.500' MIN. GLAZWG DETAIL 1 ODL LITE FRAME SINGLE PANE GLASS THIG 0.125° TEMP. 0.250° AIR GLASS SPACE 118' TEIFM GASQ SPARIM i POLYCOM PP5= C13 ; 25' x .50' 0.125° TEMP. INTERIOR g� GLASS ? STEEL SPACER 50 BITE A 1 9 9 SEE NOTE 8 50 4 49 I ON SHT 4 e EXTERIOR 0.125' TEMP. GOAZWD DETA L 2 GLASS TRtNITI' LITE FRAME R 112- MUTED TEMPERED GLASS 1.000 MIN. LUPOY EU -5007 GLASS TW 750' AIR SPACE 4© 75' x 50° 0.125° TEMP. ALL GLAZINCONFlGUFATiONS ° INTERIOR STEEL SPACER 0.50 GLASS SHALL COMPLY WITH S4FETY GLASS GL4ZWG REQUIR131 MS OUTLINED BITE IN FBC SECAON 2406. B 50 4 49 SE F��G :. o S W W S� J��ES sr °. Nr.S. GLAZWG DETAIL 3 iRWIIY LITE FRAME p � Bj en Ry ► I' WSULATED TEMPERED GLASS LUPOY EU -5007 q Q °nc sr: S SAfFELL BRM 407644 �7 �seme s —a1o4 stir rxve Fwc 407- 644 -2366 1.670* 1.670* 1.670' - 1.67e 4.5625' 1210• 1.000* 1. 1.042• 1.250* 7W- 0 DOOR ODMW R41L DOOR HINGE STU 240A (0.021� STEEL OFWM JOINTED PONDEROSA 7 41 2 3 MOD JAdB PINE WOOD FINGER JOWU 4 44 PONDEROSA PINE 0.513, 0.125" 1.645' 0.529 ........... . .... 1.544* 1.586' -T 0.140' 1.750- --1 ri. 752--4 1. 2521* 2.519* 2621* 0 cam mm WMARE-1,SM 38 -DOL LITE STEEL WTmm SUILEGEL O-LON am 00 @"- wPOLmYpuwff-mK POLYPROP. UW x 3.0' LONG Wff KAS17C LITE Iff MATERIAL TRINITY PLASM M KIT U4TERK m Pum LITE KIT MATE 1.50D* APPROVED UNDER SA 7- 0B28.0, APPROVED UNDER UNDER &AAM-12IN-011 f 250° 1.1 1 r 0.8m. 0.4V• O..W. ® OX5' A" - F9-- o..375- ---i i--T T- 0.624' 0 ow. Imm 01- 1,750' 2.5m, 1.736-0.675'. T- STOP ASTRAGAL HAS TWO 0.3125 o 1 tv 1.012f] 0 0 1 Dft x 9' LONG BM7r% 0 L__t --1 1.375' Ll K 0 0 I ON TOP, t ON BoTrobf 0 1.025' Im, 0.097- 4.000* AUWA C49M) ASTRAGAL STRIKE Om LATCH SIM AM D= LATCH DEAD MULLION CAP HAGM STEEL WT HINGE 6063-T6 ALUMINUM (IMPERIAL 0.125' STEEL) O STEEL @BOLT S7RIKE PLATE PINE (81.25- LONG) 04 4' x 0.097* TW. STEEL STEEL 11.875* --- I &A VARIES WITH HARDWARE UM W= = a-= onxm JOINTED PONDEROSA PINE r1.710* 001/ FOK I 0. 4.041' g! 'Cod ,III kc YE o Oil Prt By SCALM N.T.S. Jwj Q S. SAFF No_ mm ma-4 W- S-2104 Phow 407-644-6957 mu F= 407-644-2366 8 OF-A BUILDING DROPS 0004AX nj A Perfect Solution in Every Drop 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact@buildingdrops.com rroduct Evaluation Report Of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval L Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelltes Steel/Wood 107"X 81.25" (Maximum) Prepared For: JELD -WEN, one. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: ,��trr1111111�� F. • :O • 7 • _�. =� TT C'r� 0 Evaluation Report Pages 1— 4 ' -*joss10NA�. ��, Installation Details Pages 5 l "111111110 Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17.42:30 - 04'00' BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 Manufacturer: JELD -WEN, Inc. Product Category: Exterior Doors Product Sub- Category: Swinging Exterior Door Assemblies FL *: Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, Inc. based on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. S. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop /of Certiflcate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FILM Date: 05/01/2012 Report No: 2035. Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 4 i BUILDING DROPS FL #: A Perfect Solution in Every Drop Date: 05/01/2012 = Certificate of Authorization: 29578 Report No: 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50° TYP. 16.41' TYP. Go° TYP. 74 Fw 3.00' 00° IYP. 13.41° TYP. 12.50" 6.00° PP. ° 0 TYP. 6.00° 7YP. �° iYP. Np. .W° 00° IYP. 6TYP. II 1 I III 111 I I II 5 - - - - SPACES ® 13.85° 1 1 1 1 I l 1 1 3.00° 3.00° 00° TYR 3.00' 7.00° lYP f 7.00' TYR 6TYP. 1 I III 111 I i 5 SPACES ® 13.85° 4.50° TYP. 9.00" TYR 3.00' 6.58' 6.00° 1YP. 3� �° lY . 00° TYR 6 TYR 6 SPACES ® 1 ® 13.85' 00° TYR 3.00° TYPJ 7.00' TYP. 25° P. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit No. ±g DEi2)213 4 V" o -- FBC 20 ( 0 Master Permit No. L-J 519 - 2 F_yq Permit Type: BUILDING ROOFING JOB ADDRESS: 240 0j ( k Z", City: Miami Shores County: Miami Dade Zip: ? 1 6 Folio/Parcel#: Is the Building Historically Designated: Yes NO _ Flood Zone: OWNER: Name (Fee Simple Titleholder): a �h�` �" Phone#: S'l `� ? Address: 4 y k) City: iK� &M" `m"ot s State: 3316 F Tenant/Lessee Name: Phone#: Emil: b o� b°3 L t c o •'� CONTRACTOR: Company Name: Phone#. Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration # Certificate of Competency #. Contact Phone#: Email Address: DESIGNER: ArchitectlEngineer. Phone#: Value of Work for this Permit: $ G,. Sy Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew Akepair/Replace ODemolition Description of Work: t%x a e J A w i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) N 000 Mortgage Lender's Address City State r Zip I 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 Signature ZJJ�JVC4-`-- Owner or Agent 'J, The foregoing instrument was acknowledged before me this i! � day of , 20 «by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 511 V i Sign: Print: My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of .20 _, by_ who is personally known to me or who has produced as identification and who did take an oath. Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3115/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk M i Miami Shores Village j Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECEMBER 23, 2013 Permit No: WS13 -2847 Building Critigue Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUE Ismael Naranjo Building Official A- C \ P�•b / 1 Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECEMBER 23, 2013 Permit No: WS13 -2847 Building Critique Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUE Ismael Naranjo Building Official Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT -r� NAME: �� u � ke V DATE: 12 ?� ! 3 ADDRESS: OU o NW l 12 *5 Te wnc� AA' a re r ? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand thaf I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exeption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction Is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and inhial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as m own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit flied in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or liters u rs on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building lf the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or ntially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and b or municipal ordinance. Initial 7. 1 understand that it Is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not debate the responsibility for supervising work to be a licensed contractor who 4not licenses to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compen on for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Constriction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may ocioct the Florida Construction Industry Licensing Board at 850.487.1395 or hbJhvu6w.myfioddaficerise.com/dbi)r/cralcilbfin Jex. h Initial 11. 1 am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party Dally and financially responsible for the proposed construction activity at the following address: Z%° N ffZfJ-- 7'e--v, �kr?,,*,i Skan ) (P-L 33(47- 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information t ! have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be In civil court It Is also important for you to understand that, If an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers compensation coverage. Before a building permit can be Issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. '-? Was acknowledged before me this ''� day of -- , 20 B pe rsonall was who ate- known to me or who has Y Produced there License or as identificati n. %e�e�wu n urll�� w ...,.. •gyp iii i OWNER ROTARY PUBLIC Commission # %C�A: •.EE173059. I P. • • • • • • • • • • JCD ARCHITECT, INC A-.A. #Z6001 560 1385 CORAL WAY 5U # 207 ; �• : : • iEL. # (305)285 -4343 MIAMI, FL :00 ' 33145 • • • "' • 000 • FAX # (305)285 -4330 0:: 0 WIND LOAD CALCULATIONS PROJECT: BOBBY BAKER RESIDENCE 260 N.W 112 TERRACE MIAMI SHORE, FL 33168 TABLE OF CONTENTS SUBJECT PAGE 1. W I N D LOAD CALCULA'T'IONS ......... ............................... 1 - 2 Juan C. David AR # 15344 Date: FULL ARCHITECTURAL 5ERVICE5 co RE51DENTIAL cue COMMERCIAL cad CUSTOM DE51GN cs LEED CERTIFICATION JUANCDAVID ®JCDARCHTECT.COM • •.. ASCE 7- • 000 0 Wind Loads on Buildings (Directional•Proeethko Mtte7 -10 Description: Baker Residence Window Pressure • .. • •0 b Anal is : DV 0 • • • Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.18 Flexible Structure No Lips rru e.rtT%jR�egi(s (V>100 mpn) :nl;fe 2 Va s h8 -.=t • : . • • f • • 9.500 Bt = 1.000 Bm = 0.650 n = n onn I = 1 500.00 ft Epsilon 1 0.200 in = 1 15.00 ft Fist 6-5 Internal Pressure Coefficients for Buildings. Gcpi Condition Gust Factor Category I: RI d,Structums - Simplified Method Max + Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.00 0.55 0.18 0.85 Enclosed Buildings Gust Factor Category 1: R19168tructures - Fornplete `Anal is zm Zmin 15.00 ft izm Cc * (33/z) ^0.167 0.2281 Urn 1 *(zm/33) "Epsilon 427.06 ft ( 1/( 1+ 0. 63 *((Min(B,L) +Ht)/Lzm)"0.63)) "0.5 0.9116 Gust2 0.925* 1 +1.7*lzm *3.4 *Q / 1 +1.7*3.4 *lzm 0.8785 Gust Factor Summary G ISInce this is not a flexible structure the lessor of Gust1 or Gust2 are usl 0.85 Fist 6-5 Internal Pressure Coefficients for Buildings. Gcpi Condition Gc I Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 1 -0.18 ASCE 7 -1b : • :• P• :: : . :• Wind Loads on Buildings (Directional Procedure) per ASCE 7 -10 Figure 6-11 - rn 1 Pressure Coeflic en GC .. Loads on Components and Cladding or Bujdipgt * It <_ • • . . .. . . a A 'JI: ==. I d 9R ft Gabled. Roof 7 < Theta <= 45 • FACTORED OWASLE Component Area (ftA2) Zone GCp Wind Press (IbHtA2) Wind Press (IbRA2 Max Min 1 1 i 1 1 5.40 i • 1 • -1.10 j• -72.41 40.05 -43.45 B 6.28 • 21 1l••s: 66.75 -72.41 40.05 -43.45 : 16 .1 1 � 1 1 I 1 1 1 1 1 1 i 66.75 1 1 -43.45 E 19.71 4 0.95 1 1 1 38.28 -41.68 A 5 A 'JI: ==. I d 9R ft Gabled. Roof 7 < Theta <= 45 • Note: - tnter cone i mrougn o, or i n mrougn an ror ovelnanqu. FACTORED OWASLE Component Area (ftA2) Zone GCp Wind Press (IbHtA2) Wind Press (IbRA2 Max Min Max Min Max Min A 5.40 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 B 6.28 4 1.00 - 1.10 66.75 -72.41 40.05 -43.45 C 19.06 4 0.95 -1.05 63.95 - 69.61 38.37 -41.77 D 5.25 4 1.00 - 1.10 66.75 -72.41 40.05 -43.45 E 19.71 4 0.95 - 1.05 63.81 - 69.47 38.28 -41.68 19.71 5 0.95 -1.30 63.81 - 83.49 38.28 -50.10 F 14.17 4 0.97 -1.07 65.24 -70.90 39.14 -42.54 Note: - tnter cone i mrougn o, or i n mrougn an ror ovelnanqu. r 0 00 00 4 00 ptt�alA s d� 0 54 ®; ro Ce ��lJ/J a 0 • • • • MIAMI DADS COUNTY • : '• • • YKODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND R=UI:AtORY 11805 SW 26 Stmt, Room 208 AFFAIRS 0%RA) Miami, Florida 33175 -2474 HOARD AND CODE ADMINISTRATION DIVISION T (780 315 -2590 F (785) 315 -2519 NOTICE OF ACCEPTANCE (NOA) MV_W.n amldad"W/aera/ Trains Window & Door Solutions, LLC 81M NW 70 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and oilier 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 area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Serb "2500" Aluminum Single Hung Window -- L.NI.I, APPROVAL DOCUMENT: Drawing No. W05-37, titled "Series 2500 Alum. Single Hung Window (L.M.I.)", sheets 1, 2, 2.1, 3,*4 and 5 of 5, dated 07/26/05 with revision E dated 12123 /11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following stawment: "miiami -Dade County Product Control Approved ", Wes 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 proem. 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 # 10- 0428.02 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P E► NOA No. 12- 01IL18 Expiration Date December 01, 2015 Approval Date: March 13,•2012 Page 1 Tralite Window & Door Solutions, LLB • • NOTICE OF ACCEPTANCE: MID. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -37, Sheets 1, 2,2-1, 3,4 and 5 of 5, titled "Series 2500 Alum. Single Hung Window (L.M.I.)", prepared by Al- Farooq Corporation, dated 07/26105 with revision E dated 12/23/11, prepared by Al- Farooq Corporation, signed and sealed by Javad.Ahmad, P. E. B. TESTS 1. 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 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6088, dated- December 02, 2009, signed and sealed by Michael R. Wenzel, P. E. (SubmAWd ivader NOA No. 10--0428.02) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,5250, dated July 30, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 09- 03.1609) 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- WI419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P. E. (Subm&ed under NOA No. 45- 4810. ©4) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marker -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04-1419B; dated Jan. 21, 2005, signed and sealed by Ivonne<Ghia, P. E. (Subm tied under NOA No. 0"814.044) Manuel P#04 ts. Product Control Mmaber - NOA No. 12-011&18 Eapirat%n Date: Dumber 01, 2015 Approval Date: March 15, 2012 E -1 • ••• 69 0 • •• •• • Trulite Window & Door Solutions. LLC • • • • . ; '. go 0 0 so NOTICE OF ACCEPTANCE:VEIIiTJi�'�l`ED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared. by Al -Farooq Corporation, dated 04/21/10 and updated on 01/04 /12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM B1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11.0325.05 " issued to Solutia, Inc. for their "Safiex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 2. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus H Laminated Glass" dated 09/11/08, expiring on 08/07/13. F. ; STATEMENTS I. Statement letter of conformance, complying with the FBC 2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10!28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07127/11, signed by J.W. Bullock. S. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows„ LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 10-0428.02, issued to Arch Windows, LLC d'ba AWP, for their Series "2500", Aluminum Single Hung Window - L.M.T. ", approved on 08125/10 and expiring on 12/01/15. u P.E. Product CostroUKaminer NOA No. 12-0118.18 Expiration Date: December 01, 2015 E -2 Approval Date: March 15, 2012 0000•• •• •• 0• 000• •• 0000 •00• 00.000 • •0 000• 0 • •• • • THESE WNW ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS IDLE NOT REWIRED. SEEMS 2500 ALUMINUM SWGL S HUNG IMO I/ DESIGN LOAD RATINGS FOR THESE WVDDWS TO BE AS PER CHART SHOWN ON SHEETS 2 & 2.1. APPROVAL APPLIES TO SINGLE U NrFS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR MOLE HUNG WITH OTHER MIAN -MADE COUNTY APPR'D WINDOWS USING M AMI -OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DEIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ' THIS PRODUCT HAS BEENI DlS1ONED AND TF'STm TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS By =MUST MUST BE ANCHORED PROPERLY TO TRAIWER LOADS TO THE SIRUCTIJRE ANCHORS **L & AS LISTED, SPACED AS SHOWN ON OETAIL% ANCHORS EMBEDMENT TO BAS MATEPoAI SHALL BE BEYOND WALL DRESSING OR STUCCO. A omm W LOADING f2mGmN8 NOT mom IN TKm DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED II DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INTO OONIAOTCT WRHN OTHER DISSIMILAR MA7ERIALSS $HALL M 11iAT COME REQUIREMENTS OF THE nDRlTUI BLDG. CODE SECTION 2003AL4. �8 A a� FUR LAMINATED GLASS $ < m o 0 LARGE MISSILE IMPACT ' CAAi UCTRBVMSBID RU 6O� vio>3vA& � rAdds NO �Dvmsoe 1� 7 O& drawing no. W05 -37 EQUAL WRIDOWS DESIGN LOAD CAPAMW - PSF GLASS TYPES A' & 'D' WINDOWDIMSt. ANA 'A' ANCHOW XBmD '8' 1910TH mmff EKE( +) 1M.(-) Exrm iM.(-) 19 -1/8- 28-1 /2' - -37' 42- 48° 53-118° 28- (3) 70.0 0&0 70.0 90.0 70.0 00.0 70.0 MA 7aA 90A 70A 910.0 704 ODA 70.0 90.0 70.0 88.4 70.0 80.0 70A 78.0 7&0 9" 19 -1/8°• -17y' 3P 02` �. • 53 -ii%BZ • A -Sle :4) • • 7060 20.0 "A 9" 76.0 - 90A- 70.0 90.0 700 90A 70.0 90A 70.b 81.0 70.0 904 704 734 70.0 90.0 87A 67.0 70.0 904 19-IAI 28. i**" 37' • 426 48' • 53-lA% • • -8/8° • • t • • • .6 90.0 70.0 90.9 70.0 81.4 70.0 810 84.2 94.2 704 940 88.5 88.3 70A 90A 5Z5 52b 80.0 85A 48.4 48.4 60.0 65.0 19 -1 • 28-1 2' 37`S 42- 48- 53 -1/9- • • • ••! i (8)• 70.0 90.0 70.0 90.0 889 93.1 704 90.0 884 70.0 ou k7&O 942 W.0 88.0 84.8 WA 89.0 504 a" SILO 19 -1/8' 28 -1/2° 37- 42' 48' 03 -118' or (6) 7" 90.0 70.0 90.0 70.0 90.0 704 90.0 70.0 72.8 70.0 904 BOA 68A eo 884 0&0 802 80.0 88.0 83.3 83.3 I W0 86.0 19 -118- 26 -1/2°. 37' 42- 48- 85-1/8° 74-IIV (a) 700 904 70.0 80.0 70.0 74.8 704 90A 88.4 58.44 $0.0 684 83.4 83.4 60.0 88.0 48.8 48.6 604 65.0 452 402 80.0 S8.0 I * NO. IN PAS 1 GNME NO. OF ANCHORS PER JANE. WMOWS w SILL ANCHORS UNEQUAL LITES (OKEL TYPES) WINDOWS DEMON IAAD CAPACITY - PSF GLASS TYPES 'A' & °B' WPNDOW i ANCROES MCMD 'A' ANLOOES MMEMOD 'B' WATH x E)f +) INT.( -) Exr4 +) IW4- 10 -118- 28 -1/2' 37" 4Y 48' 83 -1/8' 80 -0/8° (4) W WMOWS w SILL ANCHORS UNEQUAL LITES (OKEL TYPES) WINDOWS DEMON IAAD CAPACITY - PSF GLASS TYPES 'A' & °B' WPNDOW DONS. ANCROES MCMD 'A' ANLOOES MMEMOD 'B' WATH I031B9f E)f +) INT.( -) Exr4 +) IW4- 10 -118- 28 -1/2' 37" 4Y 48' 83 -1/8' 80 -0/8° (4) 70.0 991.0 70.0 00.0 70.0 803 70.0 90.0 83.2 &L2 70.0 90.0 873 571 70.0 $0.0 81.9 519 70.0 90.0 47.9 47.9 70.0 1 819 19 -1/6- 2B -1/2- 37' 42- 48- 83 -1/8" 89° (8) 70.0 90.0 70.0 9" 70.0 822 704 w0 0&0 039 70.0 00.0 5.4 SL4 70.0 90.0 02.9 82.8 70.0 80.4 49.0 49.0 70.0 72.4 19 -1/8° 28 -1/2' 37' 42' 48° or (8) 70A 90.0 70.0 WA 70.0 90.0 70.0 Wo 70.0 70.1 70.0 4109 83.9 83.9 70.0 85.7 a" 88.0 70.0 749 19 -1/0- 2e -1/z° 37" 74 -1/4' (B) 70.0 80.0 70.0 90.0 709 742 70.0 1 909 889 88.8 70.0 73.1 • NO. IN PAS INDI ATE NO. OF ANCHORS PER JAMS. 1/5° ANN. � 1/8° ANN. GLASS .� POLYESTER DITEIOAYER 490 PLB INTERLAYER SAFETY -PL110 D BY OlASSlAM SJEFIET( � BY 'SOLuTW PEr 1/8- ANN. CLASS 1187 ANN. GLASS PET FLAP .096 .010°X88° rN SIIOQNE� r IN 99IiXX1P$� E z F �i g h -fl LL za 051 am Hol 8 � drawing no. W05 -37 tars P1)V+M TAPE FOAM TAPE GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS r CUL FLA. PC Bn IML NOTE. GLASS CAPACITIES ON THIS SHEET ARE E1300-04 GUSTS) (3 D IDA SD�C DECLARATORY TATA c219 z F �i g h -fl LL za 051 am Hol 8 � drawing no. W05 -37 tars EQUAL L131S WD(DO" DEMON LOAD CAPACPNY - POP Q ASS TYPE 'a' WDD)OW DIMS. I ANOEOA9 NEWO 'A' I A] 'B' MM HEM =0) 1NU- E%L(+ ) 1NT -) 19 -1/9' 26 -1/2' 37' 42` 48' 83 -f /8° 2B° (3) BOA 9&0 6010 9810 810 06.0 60.0 0810 80.0 88.0 60.0 S" 60.0 633 60.0 B &o 88.4 88e4 6010 88.0 80.0 BOA 6010 8 &0 18 -118', 26t1 /O' 3f 4r • 1�"• • 83 -1/8' 39 -3/8' S4) • • 6060 65A G(L0 a" BOA _ 0810 60.0 6610 60.0 "A GOA 6&0 67.2 872 SU 6610 6010 60.0 6010 9810 462 462 a" 88.0 19- 28 -y!'. 37' 426 49' 83-1,1 000 40"/8' jl� Do** 80.0 6610 a" WA 8010 65.0 1 wo a" 99.3 492 80.0 6610 �343 43.3 80.0 S.O 4&7 37.9 6010 6B10 34.3 q o 0&0 19 -1/f, 20 -1/2' 3Y 0 42' 48' 83 -1/8' •• • • • 69% (8) s m 06lo 6010 66.0 Bolo 0910 60.0 6610 628 629 Bolo 8610 489 48.6 00.0 66.0 40.7 40.7 60.0 8610 389 3B.8 M 6810 19 -1/0' 26 -1/2' 37' 42` 46' 83 -11e' 63' (8) 6010 88.0 80.0 6610 6&0 6610 8010 6810 693 693 6010 86.0 822 622 no 6010 45.7 45.7 BO.O 6610 41.3 413 0010 m 19 -118° 26 -1/2' 37- 42' 4B' 63 -118' 74 -1/4' (6) 6010 65.0 6010 B.R.O 80.0 6810 ou 86.0 60.3 6D3 ou 6 &O 443 443 6010 8810 3B9 3B9 a" 8&0 3610 �.6 1 m 6&0 • NO. IN PAREMHESIS =CATE PO. OF AKCHORS PER JAMB. ANCHORS MMOD 'A' WINDOWS WITHOUT SILL ANCHORS 1 4' oA or JMO)S � UPPFR��La: HALF OF JAMBS UNEQUAL UST!S (OXIML TYPES) WDD M DEMON LOAD CAPACITY - POP GIASS TYPE V WtNDOW DOM AN=09 MM A x 11m HEM EXr.( +) 1NL( -) Vq(+ 1Ni4-) 11 WINDOWS WITHOUT SILL ANCHORS 1 4' oA or JMO)S � UPPFR��La: HALF OF JAMBS UNEQUAL UST!S (OXIML TYPES) WDD M DEMON LOAD CAPACITY - POP GIASS TYPE V WtNDOW DOM AN=09 MM A ANCV= N615 D 'S 11m HEM EXr.( +) 1NL( -) Vq(+ 1Ni4-) 18 -1 /8' 29 -1/2° 37' 42' 46' 83 -1/8° 80 -8/8' (4) 60.0 98.0 6010 a" 80.0 8610 60.0 9&0 49.2 492 8 0.0 ou 43.3 43.3 60.0 65.0 37.9 37.9 ou 88.0 34.3 34.3 80.0 0&0 19 -1/8' 26 -1/2° 37' 42' 48' 83 -1/8' 88' (8) 6010 8810 60.0 68.0 90.0 8810 00.0 88.0 82.8 as BOA a" 46.8 40J1 6010 6610 40.7 40.7 ou G.o 3810 39.8 60.0 6&0 19 -1/8° 26 -1/2° 37' 42° 48' or (6) 60.0 "A WA 6810 90.0 68.9 99.0 65.0 99.3 99.3 80A 68.0 922 92.2 00.0 68.0 4&7 4&7 00.0 0.0 26 -1/2• 74 -1/4` Ma 0010 @BA F10.0 �.0 60.3 603 68.0 • PBI. IN PARMRWS INDICATE ft OF ANCF PER JAMB. i 4 1 NOTE: GLASS- CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 APBs. CLASS ago PIS IM11tLAYER "sw= w BY 'SOLuw 118° ANN. WSS \ sucm r GRUBS TM 'C' oa8. �V 0 F 1 4$� aD3 Z k� drawing no. W05 -37 lheet2.lof f3 TYPM ANCHORS 1/4" TAPCON99 1BY SEE 8". FOR SPACING : K O 1 • t • � 18 • •• e ••••• 19 • •• • • 18 SCTMU LATCH 4 SEE O '•s• �� ,O - 4 i • � �.°� o1J•o • .. p •� ..pill p• ' 1r SEE ELE1 P WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTT'E 119 ~ X ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM f11 SMS AND TRANSFER THEM TO THE BUILDING STRUCTURE. ELEVS. FOR SPACING SEE EIEV. FCR SPAcm °3119" OR 1 X TAPOO13 (SEE St1EE1' 2 FOR USE OF 3/18° TAPCON3) NTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1-318° MN. PENETRATION INTO WOOD 1M� ON%a° I EMBED NC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY $ a 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY Q d! f14 SMC OR SELF DRILLING WAM COM B Wa 3 IN1O METi� STIBJCTURES STEEL : 12 GA. MIN. ft m 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al2 SMS OR SELF MUM SCFM INTO MIAMI -DADE COUNTY APPROVED MULLIONS (NO " SPACE) ANCHOR EWE DISTANCES INTO CONCRETE AND MASONRY - 1 -3 /4p MIN. INTO WOOD STRUCTURE m 3/4" MIN. ,y INTO METAL STRUCTURE m 1/2" MIN. a� REALANTS : ALL JOINTS AND FRAME CONNECTIONS SEALED WITH F A! SCHNEE MOREHEAD SEAM SEALER SM5555. xtt WEEPHOi E& loom W1 - 3/4" WEEP NOTCH AT EACH END �,rro r / I ITEM 9 PAt& B L LD. nit WATM. > r./earrr�s/s®rAass 1 YE -169 1 FRAME HEAD 8083 -T9 2 YE -,87 1 FRAME KL 9083 -TS - 3 YE402 2 FRAME JAM 6083-78 - 4 YE -182 1 FIXED RAL 9083 -T8 - 8 VE -181 1 VW TOP RAL 8083 -T8 8 YE -188 1 VON, BOTTOM RAL 8003 -TO - 7 YE-82 2 VONT JAIME 9083 -T0 - 8 V" AS RIM 01AZ= WAD ALUM KIM ROLL IORUED 8 YH-318 2/ VENT SAWN SRS Rm mm - 10 - 2/ VENT EACX Je TACKLE 0AMAwm - - 11 YH-M 2/ VENT BAMANCE CLIP AUAR M - 12 YH-822 AS RSU WAB W M SOME ROW 13 YH-4W4 AS RBOD FIN SEAL WVMIPPM .187 X WOOL ULTRAFM 14 YH- 804 2/.%M SPRM LOAM VENT LATCHES NYLON /OELCQN AT 11- FROM DW ,4A YH-81$ 2/ VENT SWEEP LOW 7ANAK AT 11' FROM ENDS 18 VF-1 8 FRAME ASHY S ($10 X 3/49 CRS PLATED, PH sms 18 YF -10 2/ VENT FM RAIL SMM (B8 X 19 CBS CAD PLATED, PH SML4 17 W-19 8/ VW VENT ASMMLY URNS (08 X 1 -1/49 CRS CAD PLATED, PH 8MM8 19 YF-8 1/ CLIP #10 X 1/4' PH w POW 8 - YF-4 2/ LOW( NEW Lm S (g8 X 8/89 ON SYS 21 YC -1681+ 2/ VO4T-1 SELF WMWE PAD (.378' X .31' X .789 FOAM - 22 PLASM 23 BAR (.827 X .3129 STEO. HR1 03 24 - 2/ YONT I SASH STOP (1° X 1-1/,V X I/Ifn ALUIWSM ON 74 -1/4' HW ONLY E SHEET 2 O 2.1 FOR CAPACRY 76092 cob �v P y Q: n Q� z 0TQXUMQ no. W05 -37 2.220 ees m 32% .8,2 .082 • :. •� Nan. • .8 12 VENT TOP RAn. 1.128 ,.070 .t2i8 .812 .887 VENT SIDE RAIL Im .088 1M2 2184 812 ,.,7. ,.817 FRAME JAMB 30" WEEP AT E'IY4, E SCREEN RETAW 3 I '67M rev ; 7 it z P Iqa� dl 3 a� Z F8 drawing no. W05 -37 AL0#,4(evur1 ff®(L- 5L(b;tNJ6 PMb.1/J MIAMl M KIAMI —DARE COUNTY, FLORIDA • PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26th Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N" wwwamlamiftdogmayaglWIM Arch Windows, LLC d/b/a AWP — $130 NW 74°i Avenue • • • • • .....0 Medley, FL 33166 ' 00 0 90 • SCOPE: *00:00 • • • """ This NOA is being issued under the applicable rules and regulations governing N of cgl�sti�iction : " " ;5*P* : materials. The documentation submitted has been reviewed and accepted by Mial*.Vade County.3NC - • • • • • Product Control Section to be used in Miami` -Dade County and other areas where alJowed by the•Ae�lioriW • o • • • Having Jurisdiction (AHJ). 00000 0 • • 0666:0 This NOA shall not be valid after the expiration date stated below. The Miami Dade•.Copi4t+ Product Control • Section (In Miami -Dade County) and /or the AHJ (in areas other than Miami -Dade Count)) res+ede right • to have this product or material tested for quality assurance purposes. If this pro tr or material f;lils to perform in the accepted manner, the manufacturer will incur the expense of such testing and tlte. AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "6900" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -7$, titled "Series 6900 Alum. Horizontal Sliding Wdw. (L.M.I.) ",.sheets 1 through 6 of 6, dated 11/18110 with revision "A" dated 03/23/11, prepared by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant I_ABEI.ING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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 consists of this page 1, evidence page lrl, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Garcon, P. E. NOA No. 11 -0107.08 '®� W$kk A'� Expiration Date: April 21, 2016 Approval Date: April 21, 2011 Page I Arch Windows. LLB d/b /a AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS .080. 1. Manufacturer's die drawings and sections. 0 0090:0 0 2. Drawing No W10 -78, titled "Series 6900 Alum. Horizontal S11drn4 Wdjr..(Is j 4.I.) ", • sheets 1 through 6 of 6, dated 11/18/10 with revision "A" dated W23/1 Is, prtared 6y Al Farooq Corporation, signed and sealed by Javad Ahmad, Mr.;' 0 � ' , ; • • • • .. 0000 . .. ..:..0 B. TESTS 0000.. .••• ••••• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 0 0 2) Uniform Static Air Pressure Test, Loading ken v4C T4S 102 -94 :. 3) Water Resistance Test, per FBC, TAS 202-.94 8 : " "' • 4) Large Missile Impact Test per FBC, TAS 204 --W • • : ' 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Vn1, 6263, dated 10/14/2010, signed and sealed by Jorge A. Causo, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC - -2007, dated 12/01/2010, prepared by AI Farooq Corporation, signed, sealed and dated 03/04/2011 by Javad Ahmad, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE. 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Soluft Inc. for their "Saflex HIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. E. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL -6263, issued by Fenestration Testing Laboratory, Inc., dated 10/14/2010, signed and sealed by Jorge A. Causo, P. E. 3. Proposal issued by BCCO, dated 03/08/2010, signed by Manuel Perez, P. E. F. OTHERS 1. None. Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11 -0107.08 Expiration Date: April 21, 2016 Approval Date: April 21, 2011 E -1 . . ... . . . ... see v .. .. . . . .. .. . .. . ... gee SERIES 8900 ALL3II4 U HORIZONTAL SLIDING HIMN DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. APPROVAL APPLIES TO SINGLE HORIZONTAL SLIDING WINDOWS, ALSO COMBINATIONS OF HS./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WIDOWS USING MIAMI -DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PARE FROM WINDOWS OR MULLION APPROVAL WILL APPLY 70 ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION WCLUDING HIGH VELOCITY HURRICANE ZONE ("M. WOOD BUCTO BY OTHERS. MUST BE ANCHORED PROPERLY TO TWNSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DUALS. ANCHORS EMBEMW TO BASE MATiRAL SHALL BE MM WALL ORESM OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS LSM IN DESIOI OF ANCHORS INTO WOW ONLY. Moms INCLUDING BUT NOT LDWIED 70 S� SCROS, THAT 0M INTO CONTACT WON OTHER OLSSIMIAR MAIERtAL.S MEET THE RE4UIR&IENTS OF 2007 FLORIDA BLDG. CODE SECTION 23.IL.4. tea. W." ANN. GLASS A - - dPPu OPTIONAL 118° ANN. GLASS I II II 11 - TI- - - -T- 11 II 't Y N 8 1 L X. II 11 - =- It 11 Il 9 1• 16 Fs 34 1 /B° 34 1/4' 34 1/8° I I TO D.L CM D L OPG. VA. OPG. 36 3/4° W 3/4° VENT WOM VENT WETH -- -117' tea. W." ANN. GLASS AW XTER1AVER SN M NG we 'SOiiIA 118° ANN. GLASS 16 Fs GLAZING DETAIL ON 8 a L g� l • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • MW L4A0 CAPACITY - P (%0 OS U ) 1H1 DID18 A $ 18° LAH GLASS WOT01 HEINif EXL( +) 2iT.( -) 24' 31' 48 BO° 7r 24' s • o 4 • 6DA 8" 5 80 8aO • 6" • �A • 80.0 • 7 60A 80.0 24' 3' 48' w 7Y 38' J 80.0 80.0 4 800• • 8•A 8 0 80.0 7Y 84° 88° 1w SCAM Sao 7 MA • ago 24' 38• 48° SO' 72' 48' 3 60A st0 4 a" SoA 5 60A SDA 8 $AO a" 7 GOA aA 24° 3r 4r o0• 72' 80• 3 BOA �A 4 60A a" 5 60.0 WA 8 BOA 73.2 7 80.0 6" 28 -1/2° 37' 83 -118° 74' 2 3 6" ODA 4 800 80.0 5 SOA SOA 7 BOA 80A 25 -112' 37' 53 -1 /8• 74. 38 -318' 3 5" 8DA 4 G" 8D.0 5 SOA I WA 7 6" Ba0 26 -112° 37' 63 -1%8° 7i' 10 3 60.0 aA 4 KO 8" 8 6" BOA 7 ODA BOA 26 -112" 37° W-1/8° V 1 or 1 3 eA NA 4 SDA ODA B SOA 748 7 1 ODA I BOA A o NO. OF ANCHORS PER HEAD & SU V. DEM LOAD CAPAM - PSP OM SLID Wawa DING. A LAB. 0m W811H HENaTF1f W4,) tlir(- 72• or w 108` �• 7 00.0 80.0 8 80.0 aA 8 60A 8DA 10 80.0 80.0 72' B4' w 108' 3r 7 60A 810 a SOA a" 8 Mo �D 10 80.0 80.0 7Y 84° 88° 1w Mr 7 80,0 MA 8 SOA 80A 8 004 BOA t0 "A 80.0 72° B4• 118' 1o° a" 7 $0.0 a" B MA 78.7 8 80.0 GOA 10 BOA BOA 7$ 108 -1/4• 11 Y 28° 7 60A a" to BOA 80A 10 BOA SOA 74' 108 -1 1$ 111° 38 -31B' 7 BOA 80.0 15 BOA 6" 10 BOA 80.0 74' 108• -1/4. 111' 50-518• 7 BOA mo 10 BOA 8D.0 10 80.0 80A 74' 108 -1/4' 111" 83• 7 800 79.0 10 ou 80.0 10 60.6 WA A m NO. OF ANCHORS PER HEAD & SILL OPERATING V1 M TO 13E 1/3 OF THE WKM WIDTH XOX GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OD-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -218 BMW IAAD CAPACITY - PSP (M SHE) WINDOW DID. A (1/30 (1/30 (1 A" HEN01f W4,) tlir(- 72' 84° 108' 24' 7 OPERATING V1 M TO 13E 1/3 OF THE WKM WIDTH XOX GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OD-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -218 BMW IAAD CAPACITY - PSP (M SHE) WINDOW DID. A 6 18' LAN. Gus WM HEN01f W4,) tlir(- 72' 84° 108' 24' 7 60.0 80.0 S 60A 80A 8 no 80.0 10 sao 80.0 72' Be w toB' 31. 7 60.0 SAO a SOA Sao 8 6" BOA 10 a" 6" 72' 841 88' 48° 7 0" amA 8 GOA 80.6 8 60.0 Sao 72' 60° 7 S" a" 74' 108 -114° 111' 26' 7 oA 8" 10 wA 80.0 t0 6" a" 74• 108 -1/4' 111' 38 -3/8° 7 6" 10 aA to BOA am 74' 5D-8 e' 7 a" 74° 7 80A A - NO. OF ANCHOM PER HEAD & SILL (1/411 (1 /21Y) ]/4W) � OPERATING VENTS TO BE 1/4 OF THE WINDOW WOO XOX Fin D s T� all 'O J 0) <0 0 1 2 n 2 0, E3 %me e ara" n•. W10 -78 SEE El". FOR SPACtNG- 0 V4 0 ll� klV 4 0 0 9 0 wow I TYPICAL ANCHM SEE B". FOR SPACING X ANCHORS ELEV. FOR SPACING WOOD SUCKS AND METAL STRUCTURE NOT BY ANP WOW. MUST SUSTAIN LOADS IMPOSED BY QLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYFICAI. ANCHORS FOR SPACING MIAMI-OADE COUNTY APPROM MULLION & MULLION ANICHORS SEE SEPARATE NICIA rtpmk SEE V". FOR TYPICAL ANOORS sm aw FOR SPACING Ile OIL TAPOON BY 'DW TV-120 ICS1. FY-92 XS0 IX DUL LLIRACON By 'XLcW (FU-177 KSL "155 MQ INTO 29Y WOOD SUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 113Y SUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONIC. OR MASONRY 414 SMS DR SELF DRUING SQIW;6 (GRAM 2 CRS) INTO METAL STRUCTURES STEEL : 12 Qk MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 ME OR ME DRILLING SCREWS (GlWX 2 CRS) INTO MIAMI-WE COUNTY APPROVED MUU-IONS (MIN. THif. - 1/8-) (NO SHIM SPACE) rMICAL EDGE DWA= INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO . METAL STRUCTURE = 3/4' MIN. CONCRETE AT HPA SILL OR JAMBS fa - 30M PSI MIN. C-W HCUVN/M= BLOCK AT JAMS fm - 2000 PSI MN. SIALAM e2N FRAME CORNERS AM VENT CORNER SEAMS TO BE SEALED 119 3 WITH SCHNEE MORBiFAD 5504 SEAL-AM TfR�PHOI R8: L WEEPHOLES AT 6 FROM -llr - X 1/4 FtA, PE L70M 46 Wl CA& SASH ENDS WITH PLASM BAFFLE. W2 1" LONG WEEP NOTCH AT EACH END lYlnCAI. ANCHORS 'ILI SEE V". -" % - FOR SPACING 0& or W. (o z oil O I z r- Ed i 2M umwmg no. W10-78 m n . . ... . . . ... . . . . .. . RO LAYOUT OX OPPOSlE �v O a v g z � =z g o L" - I m O FRAME HEAD ® FRAME SILL O SILL INSERT .0s1 • • • . • • • . • • • • ••• • a ® VENT TOP RAIL 2t ROW. BAR •• • m• s• ••• 217, ..8877 O. VENT BOTIOM RAIL 14B h 43 Q SILL RISER 7 .887 1.187 0 JAMB STILE © FRAME JAMB VENT .887 .092 1.878 .BB7 i.1B7 O9 FRAME JAMB FDIED t0 MEETLNO STILE 1.928 .08'1 937 BS/ 128 ,A 1.187 O Fow LTG snLE ran / PAW Na QUA1Wt'PPT D1 80N MATERIAL MANEW.1 1 YE -5030 1 FRAME HEAD 6063 -T8 - 2 YE -5W 1 FRAME SELL. 6093 -TB - 3 YE -8078 1 FRAME SILL DOW 6003 -T8 - 4 YE-49M AS REM VET ME 6083 -T8 - 5 YE -W AS 80-0 FRAME JAM (YET 90E) 8083 -79 - 8 VE -8031 AS Rm. FRUIE On no 6063 -TB - 7 YE -5W AS RM FRAME MM7= FALL 8063 -T8 - 8 YE-GM AS RWD. VENT TOP FALL 8083 -T8 9 YE -M AS MM VW WF= RAIL 8083 -T8 - 10 YE- AS FWIX VENT LNTERI.= STILE 8083 -T9 - 11 - 2/9W ROLLER ASSY. SPACER (ACCEPTS 2 ROLLERS POO PLASM 12 YN -9004 AS RM. ULTR/FAS Aar x .280• IN SEAL T0P/BOTTOM RAE- (mm" 13 YH- AS RWD. ULTRAFAD .115" x . 800° FIN SEAL WFA7HESIWP wmm RAG. (EXTERIOR) 14 YH-8077 AS 11131'0. ULTRAFAS . 229" x . 280" FIN SEAL W ATMERSW tiTMO RA9ARAME JAMB 18 YF -t AS RIUD. ASWIKY SCMV (010 x 3/4" PH. SM) CAQ PLATES - 15A YF -79 AS REM ASHY SWEi ($10 x 1 -1f2" PH. SMS.) CAD PLATED MTO, RAIL WLONLY 18 YF -14 2/L= SWEEP LOCI( SCRE14 (g6 x 5/8" CH. SW) CAD PLATED - 17 VH -8018 1/ SASH SWEEP LOCK CAST ( MWO AT MOVAN OF SASH 18 YH -8001 /ABBY 2/SM ROLLER ASSEMY (HOUSING, WHEEL & AXEQ (ri1- 8001. 8002 & SO 111 M1 -606 2/ SASH LATH 1CCK PLASTIC AT 11 -1 1Y FROM TOP dt ODMM 20 YH-812 1/IATCH LAIL7f LOCK VIAND STEEL 21 21VOU 1/2" x 1/2" x FULL LEN(*1T RUNFORCOUM BAR SlEEI. A-36 COLA FDOSItEO 22 YH -1810 2 WEEEP HOLE CMM RIfOD PIASRC DUEDIM MQICIT 23 1 SILL 8083-T8 � a r Q a v Z�� 33 e • • •e• • • • ••• •• •• • • • •• e• • • • •e• • • • • see •• • • • • • •• • • • t8 •• • • • •• ••• •• • ••• • • • • •• •• VENT TOP/BBTram commt5 OFOR . . . . . . . . . . . ... Op �►!QT - 4m%. 1'� ppp $mmA Q�. co Z z� loll] :. armng pro. W90 -78 J4 v (-L -L 0 IV MIAM MIAMI -DADS COUNTY •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY I IM SW 26 Street, Room 208 AFFAIR (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2540 F (780 313 -2599 NOTICE OF ACCEPTANCE {NOA) wwmal-amidede-eadnerW Tralite Window & Door Solutions, LLC " 8130 NW 74th Avenue Malley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used 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 County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manuf wturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.MJL APPROVAL DOCUMENT: Drawing No.M" -06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Fatooq Corporation, dated 11/20/95, with revision F dated 11118/11, signed and sealed by Javad Ahmad, P.S., 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. 1VMIS uz IMPACT RATING: Large and Small MimOe Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved ,- unlft%gdvnvise noted herein. i •' • 0 **so:* RENEWAL of this NOA shall be considered after a renewal application has been %ledand t1fArbJA been...: no change in the applicable building code negatively affecting the performance ofproduct. • . TERMINATION of this NOA will occur after the expiration date or if there has ap revisi� o' change in the materials, use, and/or manufacture of the product or process. Misuse of thisnQA ps an e44isemea.;..' of any product, for sales, advertising or any other purposes shall automatically terwifial6this XQA. Jailurt..... to comply with any section of this NOA shall be cause for termination and removepof )j0A. ADVERTISEMENT: The NOA number preceded by the words Miami - Daade County/ . Wivi MV 9 6 followed the expiration date be displayed m advertising literature. If N ' • •.: by �P �Y � Yed � g Yen oj• the NOt� ss displayed, then it shall be done in its entirety. • 00 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 and renews NOA 0 10- 0930.06 and consists of this page l and evidence pages E-1 and & -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peck, P.E. NOA No. 11-1213.07 Expiration Date: member 24, 2016 Approval Date: February 02, 2012 Page 1 Tralite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 6 of 6, preparedT by Al Farooq Corporation, dated 11/20 /9S, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 2 mulled fixed frame windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, O-O /O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA #02- 0227.01) 3. Test reports on: l) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated 09/21 /95 signed and sealed by Yamil Gerardo Kurt, P.E. (Subbmh*4 under previous NOA #95-1515.09) C. CALCULATIONS ' 1. Anchor verification calculations and structural anal * analysis, comAlAd with.BBC -2007 .' and FBC -2010, prepared by Al- Farooq Corporation, dated Ogi"69 and6vised on • • • • : • 11/16/11, signed and sealed by Javad Ahmad, P:E. 0000" • . .... . .. • 2. Glazing complies with ASTM E1300-04 .......... ...... ..... D. QUALITY ASSURANCE • • • • .... • • • • • • • • • 1. Miami -Dade Department of Permitting, Environment, and Rggu;jfory Affairs (PEM). * :. ...... E. MATERIAL CERTIFICATIONS • • • • • • 1. None. • • • • Mums- Perez, Product Control Exa in NOA No. 11 -12 .07 Expiration Date: December 24, 2016 E -1 Approval Date: February 02, 2012 Traft Window & Door Solutions. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITMD F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dates November 16, 2011, signed and sealed by Javad.Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from " Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17110/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. S. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch intermediate Holding, LLC, Tamarac, Fl.(transfwed from file # 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.0'). G. OTHER 1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion -- L.M.I. ", approved on 01106/11 and expiring on 12/24/11. ... s.. sees.. sees.. . .. .eee.. sees.. .e.... sees .. e.... sees.. sees sees. . . . . sees .. . sees.. sees.. . .. . . . . sees.. sees.. . . ..sees e. . e . . e so 00 nel P.E. Produet Con i E miner NOA No. - 1213.07 Explratlon Date: December 24, 2016 E -2 Approval Date: February 02, 2012 AILLM TO 13E ALLOY 6063-T& 71 ITJ US71, L.L. ,11 ME X i j . . 'i•1 : b • 1, •: i_al� MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL 694M-DADS MW APPRd\IED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ML1l LION CUP fly —DA) (td T. To ANDES) LENWW MUST BE CUT 70 FIT SNW N= TIME WILUOKIL >� IA13 • M I ION CU P (-TS) (ALT. TO AMOLM) CUP CBE cur 70 FIT SNW L7Le MULLION CLIP (eos3 -T5) MULLION CI I? (sow -'Ts) CLIP LOOM MULLIOWL MUST BE CUT TO FIT 9iVllli CC�UPP LEKMM MUST BE C1R TO Flr SM pi0 � FASMOW RECD) (I'ID SIDE FASIENM PAM) woo 4., z n gsse aQB� 4 z 3 7 al z M95 -06A DER= LOAD CAPACUT - InW (TUBE ffi11IddOXS) 1rBMWlim 182 ETD. 183 ETD. 184 BPD. 884 STD. 888 M. 1rm (tv) WMI 19 -118" 26 -1/Z° 30" 37' 42' 48° 63 -1/8' 80" 88' 72" 74" 38 -3/8' 140.0 140.0 140.0 1400 1404 138.2 140.0 140A 140.0 140.0 120.3 140.0 140.0 140A 140.0 97.8 140.0 140.0 140.0 140.0 M.9 140.0 140.0 140.0 140.0 782 140.0 140.0 1400 140.0 67.8 130A 140.0 140A 1400 80.2 1236 140.0 140A 140.0 04.7 112.8 140.0 140.0 140.0 80.1 103.2 140.0 140.0 140.0 486 100.4 140.0 140.0 140.0 19 -1/8" 28 -1/2' 3r 37' 42' 48" 83 -1/8° 80° 88" 72" 74' 00-8/8' 82.2 140.0 1400 140.0 140A 89.3 140.0 140.0 140.0 140.0 824 140,0 140.0 140.0 140.0 42.8 118.3 140.0 140.0 140.0 37.4 101.0 1400 140.0 140.0 326 89.8 140.0 140.0 1400 29.8 80.3 120.3 140.0 140.0 29.2 71.1 114.8 1400 140.0 23.8 84.7 104.1 140.0 1 140.0 216 00.3 98.4 139.3 140.0 212 87.7 SM 1366 140.0 19-1 18' 29 -1/2' 30" 37" 42" 48° 83-1%8' M' or 72' 74' or 42.7 122.1 140.0 140.0 140.0 306 M.i 1406 140.o 140.0 27.2 776 140.0 140.0 140.0 22-0 83.1 119.8 140.0 140.0 - 00.8 10.8 1 140.0 140.0 - 48.8 92.4 13.00 140.0 - 43.8 83.6 121.9 140.0 - 38.9 739 10.0 140.0 33.4 67.2 9L2 140.0 32.4 616 SU 140.0 313 80.0 876 140.0 19 -t /8' 28-1/2' 30' 3Y* 42' 48' 83 -1/8• 80" 88' 72" 74" - . 74 -1/4' 00.1 74.8 140.0 1406 140.0 836 118.4 14060 140.0 473 1019 1400 140A - - -Z93 82.8 120.7 140.0 33.8 729 109.4 140.0 20.7 83.7 93.1 140.0 286 87.6 84.1 140.0 23.6 81.0 74.4 140.0 MA 440 87.7 131A 44.8 62.0 12M 4t.3 804 1 11&8 . . . ... . . . . . ... .. .. . . . . . .. .. . . . . . . . . . . . . . . . LOAD WAC1TY - PEP (TUBE EtUL1dOl�) gas "win IM MULL SPAN SM. STEP. STD. STD SD. iReJ.lOP! ; 18 -1/8` • • -• 980-6410 118b • • g 28 -112° a _• 12"4 34 i T � � 3 �" • • - 3.7 D7° • •6. 9.8 •• 42' - - 2.6 48" 132" - - 8.1 83 -1/8" - • -• 'UH• 00' _ • _ 9 IMOTAMUM M" • -• 318 NORQOMAL l UUM 74" - - 8.9 W 19 -1/S' - - 21.9 32A 00.0 C 28 -1/2" - - 23.1 84.3 30° - - - 20.4 M6 s 37" - 48.0 $ 42° - - - 406 48' 144' - - - - 36.6 83 -1/8" - - - 32.9 P�T P GLAMVA 80' - - - - 28.4 M" - - - - 28.6 0 72" - - - - 23.7 74' - - - 23.0 EBALION SPAN TYPIC:A! MUILION ARRANGEMENTS " a WIDTH (W) m 4f M z G 2 PRO AQTi MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS RA P IICP PRODRILI� a �': .,iar L t& drawbV no. M95 -06A rshant 7 of R • . .•. . . . ... .. .• . . . .. .. . . . . . . • . . • . ••• . 88° 284 83.7 394 81.0 35.3 70.9 8 &4 1327 88• 31.4 384 25.8 41.2 31L7 774 72' 249 49.3 1 279 55.8 324 04A W.3. 121.7 72* - 21L7 - 32A - 374 38.5 71.0 WRI M 73.• 24.0 474 27.2 84.4 31.8 830 89.2 17 &4 74° - 2&0 - 31.7 - 38.8 344 89.0 MULLION 10 -1/8° 7 &7 140.0 89.2 140.0 IOU 140.0 0140.A 1440 19 -1/0.' 4&7 974 552 110.4 "A 12LO 120.2 140.0 26 -1/2• 3.99 113.0 "A 12LO 749 1440 140.0 28 -1/2• 3M 70.3 399 79.7 48.2 924 a9A 140.0 30° 80.2 7 W.3 884 113.0 8&9 1319 140.0 30° 314 02.1 352 70.4 404 81.6 789 3Y 40.7 8t.3 4&1 92.3 BSA 10&8 140.0 37• 262 803 285 87.1 331 882 527 43 3.a• 35.6 n3. 40.8 eta 47.1 94.2 140.0 3.Y 22.2 3.4.3 2 &1 lW.3 29.1 883 5b7 708.5 M7 S&S 41.2 fill :;' DESCON TOAD CAPACITY - PSF ®mm ®mm� ®m DEMON LOAD CAPACITY - PSP �smomo�mm omammmom 0000.0 a000■ammm ®mm - - - - DMON LOAD CAPACM - POP 4 . : 1 omm DOW •WM , ANCHORS TYPE - <71ND09 DBM. -T- I ANCH099 TOR 191N08W DOM. I ANCHORS TYPE ! M 108.1. SPAN A2 A4 AM I A" AAAA AAA" 82 84 WUM (W) MW1 SPAN AA A4 AA2 A" AAA2 AA" I Be 1 84 YOM (*) MULL SPAN A2 A4 AAA AA4 AAA2 A"41 82 84 18 -1/8° 1440 140.0 140.0 140.0 140.0 140.0 140.0 140.0 19 -1/8' 69.8 139.1 78.9 140.0 91.4 140.0 140 .0_ A i� -1/8' • • 100.4 88.2 118.4 109.3 140.0 26 -1/2° 109.9 140. 124.8 146.0 1404 140.0 140.0 140.0 28 -1/2° 502 100.4 561 113.9 804 13LO 123.0 60.0 28-U2' • • 31.9• 83. 38.28 723. 424 84.0 78.8 140.0 z 3O• 97.1 1440 110.1 140A 127A 140.0 140.0 140.0 30° 44.3 88.7 80.3 IOU 5" 119.8 108.5 4 • 30° • • .2 33.0 a4.0 37.1 74.2 69.7 139.0 37° 78.7 1440 ps 140.0 103.4 1440 140.0 140.0 3Y s &o 7tA 40.6 at.$ 47.3 944 804 14�D • •37° • • 224 49 284 514 3o i s.t au nao 42' 89.3 138.7 78.8 140.0 91.1 140.0 140.0 140.0 4Y 31.7 63.3 389 714 41.6 83..3 782 140.0 42' 20.2 40.3 224 48.7 204 034 494 99A 48° 311 -3/8' 80.7 121.3 MA 137.8 79.7 140.0 1404 140.0 48' 64• 27.7 M4 31.4 3L4 72A 6&4 138.0 48' 132° 35.3 240 40.0 232 46.4 434 87.1 33 -1/8" a4A 108.8 82.2 124.3 72.0 140.0 135.3 14Q0 63 -1/8' 2.0 1O.1 2&4 88. 324 BaA 81A 123.7• WIAV • • - • •9 • • 35.1 204 41.9 39.3 78.7 W 484 87.1 a50 1141 SSA 127A 119.8 140.0 60• 222 44.3 2&1 201 88.3 54.7 1095 • • 25,2 - 324 - 37.1 34.8 88.7 p 68° 44.1 88.2 aOA 100.1 MA 119.0 105.9 140.0 68• 202 40.3 229 4& 285 83.0 494 99.8 •�• •88"i • • • • ^ • 25.7 • 29.1 - 33.7 31.7 63.3 O 72• 404 809 454 81.7 632 108.3 98.9 140.0 7Y - 37.0 214 41.3. 24.3 486 48.8 91 •/2• • • •- • ,8 t 28,7 - 309 294 a&1 K1. 74' 39.3 7&7 40.8 au 5t.7 103,4 072 140.0 74° - 384 20.4 234 47.3 44.4 88.0 *74-0 • • - 229 - 25.9 - 30.1 28.2 869 � Y7 19 -1/H' 11 &4 140.0 1309 140.0 140.0 140.0 /404 140.0 19 -1/8' 609 121.7 694 138.0 80.0 Me 140.0 140.0 18 -1/8' 404 81.2 48.0 824 83v3 10 &7 1�.Z 140.0 idy9�6 26-t /Y 63.3 140.0 94.5 140.0 109.0 140.0 140A 140.0 26-1 1Y 43.9 87A 49A 999 57.7 115.8 108.0 140.0 28 -1/2' 29.3 58.8 332 66.4 3&8 774 723 140.0 � d 30' 73.6 MO 63.4 140.0 9&7 149.0 140.0 1440 30' 384 774 44.0 864 514 102.0 984 140.0 30° 259 51.7 29.3 5&7 344 0&0 639 127.7 3Y 89.7 119.3 87.7 138 3 78.4 140.0 140.0 1440 3Y 314 82 9 3&7 714 41.4 82 7 77.7 140.0 37' 214 41 A 233 47.6 27.9 8&1 819 10&0 42' 82.3. 10 &1 89.8 119.2 69.1 138.2 129A 140.0 4Y 27.7 5 &4 31.4 628 3 &4 729 6&4 1369 4Y 37A 214 419 24.3 48.8 4&6 91.2 40' 50 -8 /8• 48.0 920 52.1 104.3 80.4 1209 113.0 140.0 48° W 24.3 484 274 58.0 314 93.8 59.9 118.8 48' 144° 32.3 - 1'30.7 21.3 424 399 79.8 33 -1/8' 414 83.1 47.1 94.2 84.8 1092 102.6 140.0 83 -1/8' 219 434 244 49. 2&8 57.8 64.1 108.2 W-1/8' - 29.2 - 3&1 - 3&4 3&1 72.1 �' 38A 73.6 41.7 63.4 8 &7 MA 140.0 or 3u 224 ".a 2.8 614 479 9SA w 25.9 - �.3 - 3M1 0 319 83.8 z 88" 33.4 889 379 -789 974 82.6 140.0 so* - 35.3 254 - 23.2 4&4 434 87.1 88° 234 - 2&7 - 30.9 29.0 a&1 0 • 7Y M7 01.3 344 89.8 W.8 7 &7 140.0 7C - 32.3 - 3& 213 424 799 789 7Y 21.8 24.4 - 2&3 28.6 83.2 73.• 294 5 &7 US 87.7 7 &4 73.8 140.0 74' - 31.5 - 38.7 2&7 41.4 38A 77.7 74" - 21.0 - z3.8 - 27.6 28.9 at9 � 19 -1/8' 92.7 140.0 10&2 140 140.0 140.0 1440 19 -1/8° Bbl 70&2 81.4 1227 71.1 1440 133.8 1M4 26 -1/2• 089 133.9 784 140 J121.9 140.0 140A 140.0 28-1/Y 394 76.1 44.3 86.8 51.3 102.8 9&4 140.0 39° 59.1 118.2 67.0 134. 140.0 140.0 140.0 30' 344 694 39.1 70.2 45.3 90.7 952 140.0 3Y 47A 98.9 50.4 108. t2L0 1184 140.0 37° 254 884 31.7 83.4 394 734 09.0 13LI 4Y 422 844 479 984 117.0 1043 740.0 4Y 24.6 49.3 27A 889 32.4 849 W4 121.7 ARCHON ARCHM 10 9E 99Q06® 48' 83' 374 734 479 939 97.1 81.2 140.0 48° 108' 21.8 43.1 24.4 489 28.3 3.&7 SS.2 108.4 GHMM 4 71901 0 BS�E REOFARMHAR SME a3 -1 /a' 334 982 37.9 78.7 879 82.4 140.0 53-IN - 394 221 44.2 25.8 81.2 4&1 98.2 � pig � �T � CAPS y � HOFMONTAL j 29A 89.1 333 074 77.7 1 734 140.0 60• - 34.8 - 391 227 453 42.6 862 88° 284 83.7 394 81.0 35.3 70.9 8 &4 1327 88• 31.4 384 25.8 41.2 31L7 774 72' 249 49.3 1 279 55.8 324 04A W.3. 121.7 72* - 21L7 - 32A - 374 38.5 71.0 WRI M 73.• 24.0 474 27.2 84.4 31.8 830 89.2 17 &4 74° - 2&0 - 31.7 - 38.8 344 89.0 MULLION 10 -1/8° 7 &7 140.0 89.2 140.0 IOU 140.0 0140.A 1440 19 -1/0.' 4&7 974 552 110.4 "A 12LO 120.2 140.0 26 -1/2• 3.99 113.0 "A 12LO 749 1440 140.0 28 -1/2• 3M 70.3 399 79.7 48.2 924 a9A 140.0 30° 80.2 7 W.3 884 113.0 8&9 1319 140.0 30° 314 02.1 352 70.4 404 81.6 789 3Y 40.7 8t.3 4&1 92.3 BSA 10&8 140.0 37• 262 803 285 87.1 331 882 527 43 3.a• 35.6 n3. 40.8 eta 47.1 94.2 140.0 3.Y 22.2 3.4.3 2 &1 lW.3 29.1 883 5b7 708.5 M7 S&S 41.2 fill :;' o mr.�mmm�a omomomoam ommmmoo ®mm ®mm� ®m ' �smomo�mm omammmom 0000.0 a000■ammm ®mm [ a C:.� e13W q,1t ,, ��iill � . : . kJ� , - -T- I CONDITION HOR SHOWN HEREIN MAY COVER FAA. PE`g70M ��WswunlitoPior>� 7 LOCATIONS AT HEAD, SILL OR JAMB ENDS. aeudEt9oodo k k FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU S. - /b 4 � (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) d1'619Irtg NO. ANCHORS ON\ M95 -064 1 -1/4 bait LIP WOOD BI STRL= PLaum 1/4' M WWO BY 'rW 1 -1/4° NOL IOOD_PElkTRA" as MOL 1 /4° MA. WOW BY 'IPM 1 /a' WX TAPCONS Or VW _ 1 -1 /0' NK ENEtTO 1 -1 4' NEV. nam 1`3 /4" Vb1. a PER CLIP ( 1 � / PER EDGE DE1T. 1 1 1 t •. 9' t I Sig WOW ez 2 PFV A FLOAM CLJP 1 -•a /a• as 24 1/4° MA. TAPOONS BY 'RTP 1- 1P/44" CLIP WOW PENETRATXIN i/4° DV► TAPOONS BY '(W QSON EACH • • • • s /a' IIDR PENETRAT{ON • • • • • • • a PER r • • • • TO VIM • • • srttueTU� � � • • �ta sNS MTBdO CC LIP 1 1 "le O.C. MN. i i FOR Y TUBE 2-s /a• oc. 1A1v. FOR ALL OTHER nX U) o 11'r � 1 /,r MOL P RM 1/a° DIA TAPCONS BY 7w 2 1 (X1tJTE BIDCK 1 -1 4' NOR END W 1P (2 ON EACH WW DIfO 2 PER ANGLE GO = tm g$ ALL CllPB TO FIT am mw Ium NlRI,IOHS. TAF'40NS NAY BE HEX OR MT HEAD. e� WOW BUCK i J1a SIS F1.QATM tX.m 1 -3 /4. O.C. ANOLE 2 -a /a/° or c a� FlOR ALL OTHER TUfBfi3 e� 1/4° MA 1 -1/4' M% ffM lip /4° as TARS BY 'H1Y' 114' Mk TAftM IN 'RIP' 1/4' OIL. TAFMM Of 'l W 1 -1 HIM. [QED MM CONCRETE 1 -1/4' MIN. EMBED DITO COME 1•-314 MlN. 2 PER fXB+ (1 ON EXdi WMO f PH2 ANC a1 ■4:_ 11' 11 u U 22X1 p I 1 z p132' a!� i i /4 o m MA _ .. m § to 1/4 Mk TAf+CONS BY 91Y1' 1/4° Mk TAPOONS 8Y '01p' Z 3 1_3/4, 1 -1 /a° M@l. EMBID tlJTO caNCREiE 1 -1/4' WL EMBED IMO CONCRM Z ADO. a PEB MJP (2 ON EAi 2 PER a EDGE DIST. 3° 1F .r .. t . r• 1 • +..'. 1 _ _ro �v °.� +�'. rl•• .. �! .. t as ' Iry 1 1 f I o ALL !Alps TO FIT S1dX1 EdTO Tl M1A1mNS. TA�6 MAY a 1RIt OR FIAT HERO. FOR 2x18° 1 ' 00 UQA11 ea1�lp�oWit8l�oPtlx4de 11Y drrnrflq rro. M95 -06A . . ••• • . • .•• A. 1/4° Mk TAPOONS I3Y'nW 1/4' DIA• TAPOONS IN 911q' 1-111C MOL EMSM 114TO MASONRY 8LOCI6 1 -1/4 MBI. DOM RM MASONR1f BLOCKS 4 Pl• (24M MCH 1TB16 • • • • • • 2 PER •� ••i ••i • •i •� i tp. • rO c ` II 1 11 ti. 1.1 i I • ••• • • • • • • • •' • • • • • • • • Y U = 2X2X 1/B° �,Iry W ? a• • • i ••• ••�14 SMS i AN 1i.1 m I FLOAT Cup I 1-3/4' O.O. MOI. 1 MR 3° IlM 1 I 2 -3/4' FOAM on+FR TIJBFS t� a MCHOBS TYPE 'AA4' o 3 N x K _ .. m § to 1/4 Mk TAf+CONS BY 91Y1' 1/4° Mk TAPOONS 8Y '01p' Z 3 1_3/4, 1 -1 /a° M@l. EMBID tlJTO caNCREiE 1 -1/4' WL EMBED IMO CONCRM Z ADO. a PEB MJP (2 ON EAi 2 PER a EDGE DIST. 3° 1F .r .. t . r• 1 • +..'. 1 _ _ro �v °.� +�'. rl•• .. �! .. t as ' Iry 1 1 f I o ALL !Alps TO FIT S1dX1 EdTO Tl M1A1mNS. TA�6 MAY a 1RIt OR FIAT HERO. FOR 2x18° 1 ' 00 UQA11 ea1�lp�oWit8l�oPtlx4de 11Y drrnrflq rro. M95 -06A • MEraL STRUCTURES (SIEEI. OR ALUM. 1 /W. MN. THICK) Ste.: Fy ® 36 Kai UK ALUMEKlAI : 6063 -TS MIN. �� 1/4'11 ON EACH WM) ANCHORS TYPE 'B2' $14 SMS O 1-112' OP- 2 PER OHANNEL 17C & 1x3 n 3 PER CiA1E&L 1x4 & ?x4 n 4 PER CHAME. (M 1 116' THICK ALUM LEHOTH TO KOTCHED ALLM ALKAT'KMI FTER ASSEMBLY ACCESS HOLE--, in ANCHORS TYPE '04' TAPI TO BE 9NU0 OTTO 7CIBE WALKiNS� -- 7A MAY BE HEx INt PINT NEAR. Mla� /14 SMS O 1 -1/2' 0.0. a PER 9 (1x2 s 1x3 71 3 PER o18 (1x4 a 2x4 71 4 PER " (20 1 THIS Sam CAN � i � `E pER C j 1149DIUM IN OIREOIM 1 r 1' O.C. MIN. f I 1 -3/4' x , x 1/a' (troll 287 3/4' x Y x 1 1B° FORAM q—/ CUT To FTT SNUG INSIDE TUBE ANCHOR DETAIL. Ill METH. 10 METAL CO NInal CM CAA W W, v ; 1/4' MIS �� 6 Z g x 1 M 2 Q K t+l z o 0 4 ^m to r Z cod F i!. It! draw�rro M95 -061 ah (SIEEI..� /8' MDL THICK) #14S 1/4- TEKS wpm Fy . 36 Km MB1 • �• N ) 6003 -To 1@L •• • • . • • . . .. 000 i ii c Apw .... ... 4,0 _________,.� • ••• • • •• • 14 ffi • • • • • • • A:j 1 1 .• F1.Oh71N0 • CLIP • r �• • •.• 1. = _ !RR 3 S /OTHER 7La PER ANGLE ANCHORS TYPE '04' TAPI TO BE 9NU0 OTTO 7CIBE WALKiNS� -- 7A MAY BE HEx INt PINT NEAR. Mla� /14 SMS O 1 -1/2' 0.0. a PER 9 (1x2 s 1x3 71 3 PER o18 (1x4 a 2x4 71 4 PER " (20 1 THIS Sam CAN � i � `E pER C j 1149DIUM IN OIREOIM 1 r 1' O.C. MIN. f I 1 -3/4' x , x 1/a' (troll 287 3/4' x Y x 1 1B° FORAM q—/ CUT To FTT SNUG INSIDE TUBE ANCHOR DETAIL. Ill METH. 10 METAL CO NInal CM CAA W W, v ; 1/4' MIS �� 6 Z g x 1 M 2 Q K t+l z o 0 4 ^m to r Z cod F i!. It! draw�rro M95 -061