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WS-09-472 0 Miami Shores Village t ` Y 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 j Phone: (305)795 2204 3A�wt � Expiration: Projec Address Parcel Number Applicant 121 100 Street 1132060132040 SHAUN ROGERS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell SHAUN ROGERS 121 NE 100 ST (305)244-0535 MIAMI SHORES FL 33138 -2316 Contractor(s) Phone Cell Phone Valuation: $ 20,000.00 PRESTIGE WINDOW & DOOR INSTALI 305 - 820 -5999 Total Sq Feet: 75 Type of Work: DOOR Available Inspections: No of Openings: 1 Additional Info: IMPACT Inspection Type: Window Door Attachment Classification: Residential Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $12.00 WS•3-09 -34346 $ 134.75 $ 84.75 Education Surcharge $4.00 I ..._ Permit Fee $110.00 WS-3- 09-34346 $ 134.75 $ 134.75 $ 0.00 Scanning Fee $6.00 Check #; 1187 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $2.75 Total: $134.75 In consideration of the issuance to me of this permit, I: agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL; WINDOWS, DOORS, ROOFING.and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 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. Futhermore, I authorize the above -named contractor to do the work stated. April 08 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 08, 2009 1 " �� n kM K9. AL& f Miami Shores Village g Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 m 4TL - BUILDINEi M Permit No. PERMIT APPLICATIO 009 Master Permit No. FBC 2� Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) � ctg_x, Phone # �3a3"O1o33 Owner's Address 121 UE ICXD '51 - . City mom; — State (• Zip 531?8 Tenant(Lessee Name Phone # (3c.-5) 323 _ ao _3 Job Address (where the work is being done) /2f NE ADO 51'. City Miami Shores Village County Miami -Dade Zip 33139 Is Building Historically Designated YES NO Contractor's Company Name Y e, C.JAmJrw l o< InEW Phone # (305) ` -5?gq Contractor's Address IOC %\K• 3 8.2 Pty o ALf n ­ m t i e t City State V-1 Zip __5ES Qualifier 0 UL #- cBC- Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address city State Zip S Value of Work For this Permit t Z � O 000 Square Footage Of Work: 75 Number of. Bays Stories Families Bedrooms Baths Type of Work: ❑Addition ❑Alteration []New El Repair/Replace El Demolition 'Describe Work: \C 2c2kzQ1na 1 c6C2L 10 Irn M CK � k ` � *, t *,t,t�e * * * *,t *,t * * * * * *,t * * * * *,t *Fees * *,t,t * * * * * * * * * * * * * ** C � l ,t ** nn ;-� County scrow Fee $ `lU Permit Fee $ �u�0 to c '�l J Educationaraining Fee $ Tech $ & 'r - Scanning $ Radon $ .Code Enforcement $ Bond $ SStruct. $ Minus Plans Check Fee $ Total Fee Now Due $ tyl - .(Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zi Mortgage Lender's Name (if applicable) e Mortgage Lender's Address city State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in goad 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 Signature Owner or Agent Co or The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Y of .12 . 2009, by '7�I xt.c n day of �. . 20 c_, by who is personally known to me or who has produced who is personaknown t o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: - _ _- A CARi3ONELL NOTARY PUBLIC �� Si . _ _ �' CARBONELL �= - D�3dISS901V # DD737005 sign: a COMMISSION # DD737005 Print: ��rE: o ° �� °dCP €DES November 26, 2011 Print � �X� REu November 26, 2011 t'�l MY Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. oe APPLICATION APPROVED BY: Plans Examiner Engineer Chc7n /03 Zoning REVISIONS EXISTING EXISTING EXISTING EXISTING EXISTING 1a MASTER BATHROOM BATHROOM BEDROOM BEDROOM LIVING ROOM ' o N BEDROOM c 1 b UU o 0 L 0 0 W v `J 0 M 5COPE OF WORK LEXISTING' LEXISTINGJ EXISTING z �F- DOOR REPLACEMENT: z DINING ROOM DEN w I a. I O' GLAZED OUTSWING WOOD DOOR - L.M.I. 8 F ^ � W N w !� I b. SERIES DIRECTLY GLAZED WOOD FIXED WINDOW. Cr o rn 00 z BATHROOM STUDY ROOM KITCHEN w GENERAL NOTES. EXISTING I , CONTRACTOR TO VERIFY ALL DIMENSIONS 2. ASCE 7 -05 WIND CODE (14G MPH) UP. "C" W 0 5 KETC H v - 3. FLORIDA BUILDING CODE, 2007 W O 4. MEAN ROOF HEIGHT: 15' C) LJL 5. MIN. BUILDING WIDTH: 40' W • H U) W G. ROOF SLOPE: G: 12 fn � LOAD TABLE FOR WINDOWS TOTAL SQ.FT. 48.7'f 7. APLICABLE ZONE: 5 (END). W O x �� .... .............._..._...,,,,..... _..... .......... . , ., _ ,,,... «.,,,,... _- _.,_.. _._ ....._.._.. _..,... .. _._..._.. ,.._...,.........,,_..._....._ _ .,....,_.. 8. OCCUPANCY IMPORTANCE FACTOR I .O W U) — `%f2&7...\\ ""�/n..:.b`1\. Z MARK DESCRIPTION WIDTH HE IGH TRIB.A. POS.PRESSURE NEG.PRESSURE ZONE NOA # 9. CONSTANT: 0.00256 O N Q P.S.F. P.S.F. 10. GCPI: 0.18 1 AM BY* la 2- IMPACT DOOR 37.25 119.44 30.90 50.72 -65.26 END 05- 0901.12 I 1 Ka 1.0 D DATE: 1 b TRANSOM 74.5 34.44 17.82 52.68 -69.18 END 06- 1228.10 ( 4 -06 -09 i N.T.S. ^, JOB No: ` PRESTIGE WINDOW VVV SHEET 1� OF: APR 0 6 2009 BY: -------------------- I ' 1 ` C 1 -Y DATE FS! _. -PT SUBJECT TQ COMPLIANCE `ddiTH ALL FEDERAL STATE r ^N D CO N^ Y'RU-F - S AND F - iEGUi_ATIONIS ii f • Y Y SHAUN ROGERS • •.• 121 NE 100 ST. : • : :.:: •. : . ... MIAMI SHORES, FL.33238 a . �x ... To Remain ' 'Q • 'IURemain . .. . ... .... > n • � O Z ooxxJL k s j 1 1 To Remain o 'fl a�a m 14 N WoOxxsva M 1 i 4 m 0 e° m To Remain 1 4 I y d 0: } To Remain i Q To Remain To Remain BATHROOM 4 Q d Q O To Remain a DINING ROOM o � a� KITCHEN C Z To Remain DEN Q f T`o Remain To Remain A— A�- B" Tc�r�ocn Page 1 of 1 FLORIDA BUILDING CODS' -200; ;,; ;'•'; • DESIGN PRESSURES FOR COMPONENTS & CLADDIN EIVD CALCULATIONS CONFORM WITH *f E 9;05 '• • : �� Building Information Job'IdfgYm*atia. ... .. Wind Veloci 146 • • • • • • • • • • • • ih' Calculations Type: WALL OPENINGS Importance Factor: 1.00 Job Number: Exposure Category: C Company Name: Prestige Window &Door Directionality Factor (kd): 1 OAVVVAON� Ug Prepared By: CES Internal Pressure Coefficient' + / - -': 0.18 Date/Time: 2/11/2009 9:14:21 AM Mean Roof Height (ft): 15 Client Name: ROGERS Building Width (ft): 40 Job Description: Door replacement at THE ROGERS RESIDENCE, 121 NE 100 ST., MIAMI SHORES Building Length (ft): 60 Roof Slope (x:12): 6 Width of End Zone (ft): 4 Opening h1'arh Openiag Dcec. Locattan 7onc Opening Eler.(lt} Opening Width (in) Opening Height tin) Max + Pres (psft Pbfax - Pres. (psf} A Dbl French Door 5 74.5 119.4373 48.2 71 -60.2 B Transom 5 5 = 1 74.3 = 1 34.4373 52.6 11 .69.1 MEAN ROOF H IT 40 h ILE C OPT may. fig: ; � • WS ® 141 IUIialni Shores Village APPROVED BY DATE ZONING DEPT' BLDG DEPT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS M • • ••• • • • ••• • • • • • • • • 000 0 *00 MIAMHW +' 0 DfM COVNTY bV'TR(- bAT%FL"AQrUiR 11W DING BUILDING CODE COMPLIANCE OFFICE (BCCO) ' 130 *AT F'f'AQLtR'3TRftf, Wft 1603 PRODUCT CONTROL DIVISION MIAML FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE (NOA) " ' ' "' Signature Door, Inc. • • ° • •' ' ' •• ••• •w • • • • • 401 Juniata Street Atloona, PA 16602 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami. Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, in cludi ng the High Velocity H Zone ��CRIP 'TOlY:10'_Gl�zsd.fTuting,od APPROVAL DOCUMENT: Drawing No. lm,,- 10 Foot Wood Outswing Impact Doors ,, , sheets 1 through 10 of 10, prepared by W.W. Schaefer Engineering & Consulting, P.A., dated 06124104, signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mi ami -Dade County Product Control Division. l $ ][LE 1VIPA T RA 'I'INN( arge, end S�waII Misses Impact_ ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05. 0407.02 consists of this page 1 and evidence pages E-land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. �- NO No 05 W I # D a � tio�t _ Dat€_:-Tebruatj'- A7,2 ti pr v DDate, _December 22, Page 1 . .... . ...... . Signature Door, Inc. ... V * .. . ... .... NOTICE OF ACCEPTANCE: EMENCF SUBBNIITT. ,17 ' 0 '.: . . . ... . . .. A. DRAWINGS e ... ... .. 1 Manufacturer's die drawings and sections. • • • • • • . ......... . -• • • • • •• 2. Drawing No. 1283, titled "10 Foot Wood Outswing Ddo *' , shc4ts;1 :b?a $ 10 of 10, dated 06/24/04, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, 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 and TAS 202 -94 along with marked up drawings and installation diagram of inswing wood doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0243- 0319 -04 (specimen # 4) dated 03/17 - 5/25/04, signed and sealed by Vinu J. Abraham, P.E. Submitted under previous NOA # 05- 0901.12 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform. Static Air Pressure Test, Loading per FBC, TA_ S 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 and TAS 202 -94 along with marked -up drawings and installation diagram of inswing wood doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTLO24XO516 -04 (specimen # 4 and 7) dated 03/17 - 5/26/04, signed and sealed by Vinu L Abraham, P.E. Submitted under previous NOA # 05- 0901.12 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of inswing wood doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL -0243- 1013 -03 (specimen # 8) dated 10/22- 24/03, signed and sealed by Vinu J. Abraham, P.E. Submitted under previous NOA # 05- 0901.12 erminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05. 0901.12 Expiration Date: February 17, 2010 E -1 Approval Date: December 22, 2005 % .. . % .. . . . . . . .. . . 0000 . . . ... . . . . ... Signature Door. Inc. ... . •00 NOTICE OF ACCEPTANCE: EVIDEN 0 � D 0 ; ; �; • • • • . . • 0 %. 0 0 .. C. CALCULATIONS 00 0 0 0 40 000 1. Anchor verification calculations, complying with F.AE 2DM, i pt /18 /O.�,Tpepared by W.W. Schaefer Engineering & Consulting, P.A.,.ign ArU§etea lb Ngan W. Schaefer, P.E. 2. Anchor Calculations and structural analysis, prepared by W.W. Schaefer Engineering & Consulting, P.A., dated 06123/04, signed and sealed by Warren Schaefer, P.E. Submitted under previous NOA # 05- 0901.12 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for "Safety Plus 11 Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 03- 0514.15 issued to Oidcastle Glass Inc. for "Storm Glass" dated 12/11/03, expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06/28/04, signed and sealed by Warren Schaefer, P.E. Submitted under previous NOA # 05- 0901.12 G. OTHER L Notice of Acceptance No. 05- 0407.02, issued to Signature Door, Inc. for their 10' Glazed Outswing Wood Door, approved on 02/17/05 and expiring on 02/17/10. 2. Letter from the consultant, dated November 9, 2005, stating that the product is in compliance with the Florida Building Code (FBC) / A� Manuel Perez, P.E. Product Control Examiner NOA No 054901.12 Expiration Date: February 17, 2010 E -2 Approval Date: December 08, 2005 • 98 3/4 MAX. FRAME WIDTH (F.W.) 49 3/4' MAX. • • • i • • 8' MAX. t8 MAX. SEE CORNER DEIALS ON FRAME WIDTH (F.W.) SEE • • • • •. • 6° MAX (TYP,) I 5 SHEET 9 6 MAX. (fYP) 5 DETAtl S • • ON SHEET 9 • SIVGE wrcF. SSE Ai • gyD 8 1f2'_ 8 1/2' • • • • • I (Al 21 TYP, FRAME • • /� J �ORt W PLJVE SCREW OR • • • i • • • /) MOUNTING CUP z • • • • • 3 \ REQUIRED WRH ONLY WHERE SHOWN. • • X sm STIL & wuRS awx SEE 'FRAME I RATE ANCHOR 000 y • EY • • 30 33 IJ FASTENERS REQUIREMENTS 14' MAX • • • • SWFS •CONSIDER aKi. _ / L«x I 37 wac 4 rn> \ THROUGH STRIKE s TABLE ET FOR THIS (�•) • • v LOCIC PLATE INTO V w • PMT 0 0F. - MIS APpRO�.. �34 7/6° J \ � suesD:ATE (s N0. � ��' 0004 • 0 . • � � / MAX. D.L.O. I Z 10 SMS WHEN INTO s IR REQUIREMENTS. /+ p� = WOOD: ( 3 /t 6' �? HB - EQUIREM . = . ACTIVE II INACTI INA CONCRETE SCREWS x R 34 7/8" MAXIMUM HINGES REQUIRED w ' ( WHEN INT SEE 4 ' � MAX. D.L.O. 3 33 35 �� a DOOR PANEL P WIDTH m 'FRAME ANCHOR m O PP O SIT E Lac w FRAME WIDTH 36 GREATER ` D E z REQUIREMENTS z 0 F N HEIGHT & LESS THAN 36' ' 6 6 6 TABLE" ON THIS ' <a I 82 3 3 II N SHEEP FOR' SCREW 0 46 3 a W io ° I HANDLE REQUIREMENTS. Z .3 z 98 (1) 4 (1) 4 :� \ (PREDRILL HOLES \o Rv�RrnE ��g? TYP. FE SO 122' 4 0) 5 R MOOU�NTING CUP 6 / w IN JAMB) ^' \ (1) ONE LESS HINGE IS REQUIRED cv FROM CORNERS & WITH DOUBLE HALF ROUND & ASTRAGAL CENTERUNE I \ y SINGLE QUARTER ROUND DOORS. AT HEAD & SILL. IJ SEE 'FRA A NCHOR I 829 d \ AT ALLOWABLE DESIGN PRESSURE ON THIS SC REW s I 36% 4 ° 36 ( t } SEE LOAD TABLES ON SHEET 11 REQUIREMENTS. \ I STRIXE o z �I 6' °CIF PLATE MAX l e POSITIVE PRESSURE NOM DOORS ARE APPROVED I 10 5f8 10 5/8' {TYP.} $ ?a � % WATER INHEN THE HIiMPEt tHR�oL� Eu te�j RESISTANCE WHEN THE I �_ ADM" THRESHOLD IS USED, THESE DOORS ARE NOT z APPROVED FOR WATER pRFD.TRA710N RESbTANCE 6° MAX • 2 NO. 12 S.S. SCREWS OR 1/4° 6 MAX. I 1 a � UNLESS THE UNITS ARE MWALLED IN A (TYP.) A CONRETE SCREWS THROUGH HINGE & (TYP.) 'T'1 o L� NON— HABRABLE AREA WHERE THE RNR' rm THE AREA EXTERIOR ELEVATION ESIGNFA TO ACCEPT WATER •!FILTRATION. DIM S ES THROUGH BUMP PLATE JAMB INTO SUBSTRATE (2 PER HINGE). EXTERIOR ELEVATIO ARE D N OTHE'RiMSE, THE DOORS MUST BE OW ALLED ONLY AT I''T W"" BUMP - DOUBLE OUTSWING DOOR SEE 'FRAME ANCHOR REQUIREMENTS SINGLE OUTSWING DOOR £ �' LOCATIONS PROTECTED BY A CANOPY OR OM7&IANG 3) 3/1S ffiI � SCALE: 3/4 ° =i' -0 TABLE' FOR SCREW REQUIREMENTS. SCALE: 3 4 =i' -D' ~ 3 . SUCH THAT THE ANGLE BETWEEN THE EDGE OF THE Coma". f ° WdEN 'CANOPY OR OVERHANG TO SILL IS LESS THAN 45 S USED. M FRAME ANCHOR REQUIREMENTS TABLE NOTE: SINGLE DOOR SHOWN HAS THE 3 — POINT LOCK 3 DES. PLATE AND ALL ANCHORS RUN SYSTEMS. AN ALTERNATE LOCK MAY BE A SINGLE POINT THROW SU ONLY Kmm OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM . (SUBSTRATE) FASTENER TYPE LCHR EMBED ESE DIST. BAU)WIN 6021 MORTISE LOCK IF THE DOOR FRAME SIZE IS y GENERAL NOTE$ - WOOD FRAME OR BUCK NO. 10 SMS_FRAME- SCREW-- 4-3 t» 37 9f16 X 97 5/18 OR LESS. ® ° 1. TFiFSE DOOR SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DE: W000 caeus Oa c+�ry HINGE SCR WN —1-- _ N PRESSILRES !' NOT TO SICEED THOSE SHO IN THE AU_OWABLE DESgv PRESSURE TABLE ( +1 NOTE DOORS MAY BE FULLY GLAZED 2. %KONG, OPENINGS & SWKNG FASTENERS MUST LE PROPERLY DESIMED & &T /CONCRETE 3 16' & t 4' CONCRETE SOWS 1 1 4' 2" ! NSGLIM TO TRANSFER WIND LOADS TO THE STRUCTURE. AS SHOWN, PARTIALLY PANELED R =8 E I ALL HA�k' RE & FASTENERS SfRALt. HE N ACCORDANCE WITH THESE pt7A1MIGS & WY 2X_ W000 FRAME OR BUCK MOUNTING CLIP W SCREWS 1 3 B' 1 2' FULLY PANELED: SEE SHEET 4 NOT VARY UNLESS V=CAUY MENTIONED ON THE ORAwmIOS. n CONCRETE SCREWS SHALL BE ELCO OR TFW RAMSET RED HEAD TAPCDNS, ELEVATION FOR PANELED DOORS. 4. THE 09AU & SPECIFICATIONS SHOWN HMO REPRESENT THE PROOUCIS TESTED & HILT! KWIK -CON 11 OR POWERS RAWL TAPPER HARDENED STEEL R S.S.. •MRA• /I�Ni PROPOSED FOR WATER. AIR, IMPACT, CYCLIC & LINFORRM STADC AIR PRESSLIRE TESTING � It �— CONFORMANCE WITH FLORIDA SEEM CODE TAS -201. 202 & 203 FOR + ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPW4G, MOUNTED ONTO A LARGE M59 IMPACT Doris CONTINUOUS WOOD SPACER, OR ANCHORED TO A MDT. 2x4 NO 2 SOUTHERN PINE WOOD BUCK, S. THESE DAR SYSTEMS HAVE BEEN DESia•n N ACCORDANCE WITH THE 2004 FLORIDA WHEN ANCHORED TO A 2x4 BUCK. MOUNTING CLIPS OR NO. 10 SHEAR SCREWS SHALL BE ! BUILDING CODE (F.S.C.) IN UDING HKOR VELOCITY HURPoCANE ZONES (HYRO. USE. WHEN DIRECT MOUNTED OR MOUNTm WITH SPACER, 3/16" CONCRETE SCREWS SHALL BE 1283 6. IMPACT SHUTTERS ARE NOT REOIBRED WITH THESE DOOM T. ALL ANCHORS SHALT. BE INSTALLED AS SPEWIED ON THESE DRANUM SPEC1 0 USED SEE ° ANCHOR REQUIREMENTS TAKE" FOR EMBED REQUIREMENTS. PROPER MATERIAL SHM NIX EMemaERr TO BasE MATERW SHALL BE BEYOND WALL FHO91 OR snxc0. SHALL BE USE BETWE1 ALL DSSIMIL1R MATERIALS KOOK C NiCRETE & ALUMINUM . 1 11 .: "A i s • • • i • • 98 4" - 1X - - FRAME WIDTH F.W. STRIKE: SCREWS wa +Poa / ( ) 98 3/4° MAX FRAME WIDTH (F.W.) • • •• • � , •• �',_� -- — _ PER RECTANGULAR • • • 0 4 7 _ � _ _ = _ = — DOOR ELEVATION 6 MAX. 6 MAX. 0:094 • • • • • • III DIRECT SET WINDOW (SEE DRANIING III ON SHEET t A _ /;'• • * NO. 1065 UNDER' SEPERAIE 3 N0. 10 FRAME SCREWS •••••• • • • APPROVAL FOR DETAILS) III AT TOP SIDE of MuLUON • • • • • • • • • • • & 2 AT BOTTOM SIDE AS • • • . NO. 10 SMS SCREWS PtR '` • • • • • • . SHOWN (TYP FA END}. • • e • _ III • • WINDOW APPRWAL (I ENGTii, 6: II • • b REO'D FOR 1 3/8 PENETRATION SEE ANCHOR REQ. TABLE ••• • •• • ••e• ON SHEET 1. •� • III • INTO WOOD MUWON OR FULL ` III � • • , • • • • 9 PENETRATION INTO • • • • • kO T1P. FRAME SCREYP JJxCC • • • • 00* 8 GB 3' OR THLN 6° OF CUP II \ • • • • • • • • • • • • \ a' SPRING LINE & • — — — _ — — • 3° MAX. 16° O.C. v • / I \ 00004 • 0000 I �' ANCHOR t= d SPR ING LINE _ • • 5 N0. 10 SCREWS– II TABLE' SHEET 1 PLATE INT STRIKE UWON p R HEAD JAMB REQUIREMENTS. W I � tOR �f (PREDRILI HOLES IN I ^ a s ) . SCREWS St \ ANCI�ORS PER DOOR 34 7/8° I I �TION ON SHEET ° MAX. D.LO. 1 opposm JAMB 5 ° SHALL. HAVE FULL 1 \ 1 (( QVGTH OF D E 0 z PENETRATION INTO II ANCHOR AS REQ'D a 6 B I 6 S o BAR MULLION & MIN. I \ FOR L T1 ' 3 ' /8 ° �O 1 c = o co = 1 3 /e° INTO woDD PENr,1RAMN INTO \ ACTIVE INACTIVE / MUWON. I \ WOOO',MUWON OR o I FULLI PENETRATION N \ I / � I \ INTO 1 f1R MULLION) h' ° °� ACTIVE 1I INACTIVE sC " REWS OR '1 4° \ I� / Z CONCRETE SCREWS O 34 7/8 I �`' THROUGH JAMB INTO \ I 36 / 4 1 .4 MAX. D.LO. SUBSTRATE. SEE I yTR C3 ° FRAME ANCHOR / rum ^ I ' REQUIREMENTS TABLE Z a I$ � \ I / ON SHEET 1 FOR I bc� m SCREW REQUIREMENTS. \ \ / o H \ / SILL AND STRIKE S PLATE ANCHORS EXTERIOR ELEVATIO PER ELEVATION ON DOUBLE HALF ROUND DOOR 3i I / / PLATE / SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN L l I I +nor�us � c a / SILL AND STRIKE EXTERIOR ELE1fATI0N PLATE ANCHORS NOTE: DOORS MAY BE FULLY DOUBLE DOOR WITH TRANSOM PER ELEVATION ON GLAZED AS SHOWN, PARTIALLY SHEET 1 PANELED OR FULLY PANELED. Mn. SCALE: 3/4 ° =1' -0° SEE SHEET 4 ELEVATION FOR 1283 A SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN � r N, PANELED DOORS. 2 11 00: • MAX. FRAME WIDTH (F.W.) va ars • • 43 9116' WITH SMALL STILES; • • • • 0000 • • • 4S S ji 6" WITH WIDE STILES 98 3/4 MAX. FRAME WIDTH (F.W.) FRAME WIDTH (F W.) • • • ' • • Y Y B° 7 � ) Y Y 6' MAX, (TYP.) 8' MAX. (rrPJ s• C A C r -6" MAX (�) •••• • • �• •• •s • •••• o/ / 5 TYP. FRAME • • • • • WITHIN 6 OF JAMB & STRIKE SCREW OR . • • • • • • • • L ENDS & MAX. 14° ANCHORS PER 3 MOUNTING CUP • • • • • • O.C. (REF. RECTANGULAR I TFU WHERE SHOWN. 0:994 • • • • O.C. • • SECTIONS) DOOR ELEVATION I SEE *FRAME 14' • ON SHEET 1 II ANCHOR 14' MAX. • �^� • • • (TYP.) TE L O s� O.C 1'FOR SCREW / I \ REQUIREMENTS. z 34 7/8' �!, MAX. D.L.O. ACTIVE i INACTIVE u u ATE O /\ /\ J1 O 6 c J2 7/8' II 7 2 LONG SCREWS MAX. D.L. O. PER HINGE INTO � TYP. FRAME SCREW OPPOSITE MUWON (Rl�. OR MOUNTING CUP SECTIONS) z iv WHERE SHOWN. SEE I "FRAME ANCHOR I TABLE' ON R T SHEET 1 I' / ° X08 FOR SCREW REQUIREMENTS. I 36' 4 g X za R aZ � 6' MAX. (IYP.) -�.- .� 8 9 -� 6" MAX. 3 muum EXTERIOR ELEVADON muum SILL AND STRIKE mill TIPLE OPERABLE X U suet. a PLATE ANCHORS SCALE 3/4 S ATION ON (FOR ANY DETAIL NOT SHOWN, SEE ELEVATION ON SHEET 1) 6 0 NOTE, OXXO DOOR SHOWN. ALL OTHER 4 -PANEL CONFIGURATIONS REINFORCEMENT PLATE FASTENED TO OF SINGLE/DOUBLE DOORS & SIDELIGHTS ALSO APPLY. WOOD MULLION WITH 2 NO. 10 X 2' s„1 SMS EACH END OR TO STEEL BAR NOTE: DOORS MAY BE FULLY MULLION WrrH 2 NO. 10 X 1' SMS Q GLAZED AS SHOWN, PARTIALLY SCREWS THREADED INTO BAR END. PANELED OR FULLY PANELED. (REQUIRED ONLY WITH OPERABLE TO OPERABLE MULLED CONDITION. NOT SEE SHEET 4 ELEVATION FOR REQUIRED WITH SIDELIGHT 1283 A PANELED DOORS. CONDITION.) %W NO. 3 OF 11 • • • • MAX. FRAME WIDTH (F.W.) X. • • • • 43 9/16" WITH SMALL STILES: �m •n+ /a • • • • • •'• • • 49.9/16" WITH WIDE STILES • • • • • • • • 6 MAX. � •• • • '�E CORNER (TYP.} • • DETAIS ON • • C •i••• • SHEET 9 • •�•••6OYP.) • • • • • PANEL SIZE NOT PANEL SIZE NOT PANE. SIZE NOT • • • TO EXCEED THOSE M EXCEED THOSE M EXCEED THOSE • • • • • • f • • i • • SHOWN IN OTHER SHOWN IN OTHER SHOWN IN OTHER • • • • �j ELEVATIONS. ELEVATIONS. ELEVATIONS. • • • 6YP. FRAME SCREW ll • 0000 • • • • OR MOUNTING CUP • • • • • • 1VHERE SHOWN. SEE • • • • "FRAME ANCHOR 14° MAX. • • • • • • • • • • • J EQUIREMENTS O.C. SEE CORNER MIN. 4' • t • QABLE" ON SHEET 1 (TYP,) SEE CO MATS ON MID RAILS • • • • FOR SCREW K DE US S EEf 7 REQUIREMENTS. 7 N T l MIN. 4.5 0 M 7/6 1 MID RAILS a N MAX. O.L.O. `° H H MIN. 4 g MID RAILS m a DETAILS ON i a SHEET 7 Mid -M o ° z EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION F SOUD RAISED PANEL WITH SOUD RAISED PANEL WITH SOUD RAISED PANEL WITH o STANDARD MID RAILS CORNERED MID RAILS ARCHED/SHAPED MID RAILS 8 IQ SCALE: 3/4 ° =1' -0" SCALE: 3/4 ° =I' -0" SCALE: 6" MAX. 1) TOP & MID PALS MAY BE OF ANY CONFIGURATION PROVIDING THE SMALLEST CROSS SECTION OF RAILS (YP•) IS EQUAL TO OR LARGER THAN THAT DETAILED IN DRAWINGS. 9e ELEVATIO R N 2) MULTIPLE MID RAIL (BOTH HORIZONTAL & VERTICAL) MAY BE USED WTTH THESE PANELS. EXTERIO SINGLE ED PANEL 3) PARTIAL PANEL CONDITION IS SHOWN ABOVE. FULL PANEL DOORS AND OTHER PANEL CONFIGURATIONS ARE ALSO PMT OF THIS APPROVAL AND ARE SIMILAR IN CONSTRUCTION TO THAT SHOWN ABOVE. va SCALE: 3/4 " =1' -0 4) PANEL ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SEE OTHER ELEVATIONS. U 4 I� 1283 1 A SHEET N2 4 - 11 FRAMs 012 MIN. 20 BUCK /FRAMING & FRAME ANCHOR MAN. 2X4 BUCK /FRAMING & FRAME ANCHOR IN. 2X4 BUCK /FRAMING & 1 GP 8 "$ • (S[ �Tlfald) UCK ATTACHMENT BY OTHERS (SEE ELEVATION) BUCK ATTACHMENT BY OTHERS (SEE ELEVATION) BUCK ATTACHMENT BY OTHERS m •/zVa MIN. 2X ••• • 1/4" MAX. 1/4" MAX. 1/4" MAX. ..••. • • & BUO K • • SHIM T SHIM { AT SHIT r. • • ATT� i • � ANCHOR ANCHOR ANCHOR ••••• BY 0 3 z •••• • • • • • •••• •• •• to • • • • 18 • • • • • 21 • • • • • • ` 21 STKE PLATE • x[• • 4 • 1B FASTENER (SEE • • • • • ELEVATION) DOW 995 OR • • • • 4g Boss GS1 • • • • V SILICONE SEALANT I . 00 "0- : + SHEET 7 • FORj "OPTIONAL _ D1R MOUNT" N SEE GLAZING INST TlON SEE GLAZING 1 SEE GLAZING n I DETAILS ON DEAAM J �DEIAI S ON , �DETAL,S ON N SHEET 8 SHEET 8 SHEEP 8 II� z rn a�S^ EXTERIOR a EXTERIOR — .r = EXTERIOR 1 z DOW 995 OR co 50 BOSS GS1 SIUCONE '� 3a 8 DOW 9�5 OR SILL ANCHOR SEALANT DOW 995 OR F d• 38 5 BO SOpE1 48 [ (SEE ELEVATON) g 5 � E 1 41 S i 21 SEALANT o 18 EAL4� 18 �1' 4 DOW 995 OR 8 0 �§ n BOSS GSt SILL ANCHOR # 412 f' SILICONE (SEE ELEVATION) 1 �# 19 SEALANT 3Q z` 19 r+ d Si1KE PLATE t 0 F N BYERS aA � n0 ER )( SUBSTRATE SUBSTRATE wagoiMiii SILL ANCHOR BY OTHERS BY OTHERS SECTIOAI -- A (SEE ELEVATION) SECTION B SECTION rc o SCALE: 1/2 FULL Aj SCALE- 1/2 FULL 5 SCALE: 1/2 FULL 5 (STANDARD 13UMPER THRESHOLD CONDITION FOR DETAIL NOT SHOWN, SEE SECTION "A ". wren. 1283 A SHOWN. SEE OTHER DETAILS ON SHEET 7 SHEEr ND FOR ADA THRESHOLD OPTION.) 5 11 lemm oft • • . � 4 � I--- FRAME WIDTH (F.W.) -- SEE SHEET * 7 FOR 7 RAS •...• .. • 1B *OPTIONAL DIRECT MOUNT" • 4 • • e e • • SEE GLAZING INSTALLATION DETAILS. 4 SEE GLAZING ..... • ': e MIN. 2X e* • 4 SHEET ON DETAILS ON . e & BUC /ING : • 8 \ 31 6 SFIEET 8 e • • • . ATTAC>jh1EP1T .•. \ 000 xxnx/ OTHER$ • e . � • • � � 53 , \ 09000 00 • •.. 1 1 . e • • •••�•• HINGE FpSgN . (SEE ELEVATION) 000 • / • 0 0 e e e e e � • e ^^ / EXTER ® r� 35 _ � �. _ � g e .. e. • i e e• s IOR SECTION p - - F; CTION . E 4 EXTERIOR g • SCALES /�- -FULL B Y . e... • -s r' -- �- ._._ —_ � __ �^ �SCliLE�t /2 FULL 6 • • • . • e �' `� 1 /4° MAX. SHIM FRAME WIDTH {F.W.} AT EACH ANCHOR EStTERIDR I I J 1 {. OT �FRAME ANCHOR APPROVA1 TRANSOM WINDOW {SEE ELEVATION} IY _ MU N EXTERIOR {REF OTHER SEE GLAZING - �r -- - -- N r T� C FRAME ANCHOR Iyl� 7 APPROVAL) � I DLTAILS 8 0M'_ 1B DOW 995 OR I (OPTIO ) (SEE ELEVATION) IY g O ,i _ _ 1 %;' � 4 1, �. BOSS GSt i , J 1 It t UUJON �z�w SILICONE 1 / 4 9 COVER �F o SEALANT (OPTIONAL) ` m r 39 MULLION tr7 1 i COYER 1' g DOW � (OPTIONAL) �� 15 am GS1 OR 1 3/4° i \ 35 MIN. 2X4 r, FRAME ANCHOR SILICONE BUCK /FRAMING \* (SEE ELEVAT#)N) SEALANT EXTERIOR — / SECTION F 54 & BUCK SECTION ��; 1/2 FUL, ct ° z SCALE: 1/2 FULL 6 !; ATATTACHMENT BY - E+' MULLION p NOTE. S'HO.WN WITH MULTI -POINT LOCK HARDWARE SINGLE POINT OTHERS FOR DETAIL 'NOT - SHOW, SEE OTHER SECTIONS COVER 1B 1.4 2 0 MORTISE LOCK MAY BE USED AT SINGLE DOORS - PER SHEET 1. (OPTIONAL) 1 /4 SHIM -,# em=u _ MULUON COVER g SECTION c2 ,., fII FRAME WIDTH (F.W.) AT EACH ANCHOR I {OPTIONAL) SCALE 1/2 FULL o DOW 995 OR BOSS GSt SILICONE to 1B FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS e FRAME ANCHOR to SEALANT (INTERIOR & EXTERIOR) Nd. 10 X 2 SCREW E (SEE ELEVATION) SEE GLAZfNG PER ELEVATION Sit 1 `. - DETAILS ON 4B SEE GL+42M t / i SHEET g 4 B DETAILS ON �e \ / ` SHEL7 S 1 49 J 1 z� I MIN. 2X4 BUCK /FRAMING & BUCK • V A TTACHMENT BY 49 \ �- / / EXTERIOR MULLION COVER OTHERS B 48 (OPTIONAL) EXTERIOR DOW 995 OR BOSS GSt SECTION H*- SILICONE SEALANT SECTION J1° ' 5$ 3 I A SCALE SCALE: 1/2 FULL 6 FOR DETAIL SHOWN, SEE OTHER SECTIONS 6 11 I ..•• MULLION COVER - x i • • • s • ! • • i • ("ONAL) 9 NO. 10 X 2 1/2" 3/16 OR 1 CO NCRETE SCREW • • • • SCREW PER ELEVATION DOW •e••• SUCONA 0 GSt 1A STRIKE SCREWS (REF. SHEET 1 & • s ( 'E E7CiERIOR) • 1 B OTHER SECTIONS FOR LOCATIONS & • • • ` SEE GLAZING INSTALLATION REQUIREMENTS) • 46 • • • • • • • DETAILS ON a . • • • •. • i e i • • • / -SEE 8 • e • • • • • i • • • • e ' l MIN. 3 1/2* DEEP CONTINUOUS • e WOOD P.T. MEMBER LESS IN • • • • s • • s • • s 1 SIZE THAN A 2z_ BUCK (NOT � • • • • • • ` REQUIRED WHEN SPACE IS i /4° • • OR LESS & MIN. 2 WIDE SHIMS • • • • • \ ARE PLACED AT EACH ANCHOR 1A 1 •e•w•• • e • _ r ) w••e Q AW 99;OR MULLION COVER • • • • • e BOSS Gsi (oPnoNAI) EXTERI OPTIONAL. DIRECT MOUNT DETAIL SILICONE SECTION d2 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS c3 SEALANT SCALE: 1/2 FULL 7 (HEAD SECTION SHOWN. SIDES AND SILL SIMILAR) Fin. �e FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS gam MIN. 2X4 P.T. BUCK & BUCK ATTACHMENT �a � BY OTHERS NO. 8 X 1 1/2 g c SMS (2 PER 4 z - eo : <:.: .: a�' t. CUP: 1 EACH�� e • SIDE OF BUCK) E LS ON SEE GLAZ[N D G� 1/ MAX Z 5 SMS (3 PER 4° _ CUP) o s SILL ANCHOR EXTERIOR ra U ffi EXTERIOR 5 (SEE ELEVATION) IA 16 6 ON 40 0 SEE �NC� OPTIONAL.. CLIP MOUNT DETAIL D 8 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS SHEET o +� (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) #� ffi It t� 3 1 j SUBSTRATE BY OTHERS 6 EXTERIOR \ / � ocW OPTIONAL ADA THRESHOLD DETAIL �+- SECTION K FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS M ev SCALE: 1/2 FULL 7 ' C dc M uclCaetnl ewr. 1283 • I JA S NO. 7 of 1 • • go *600 0 • 7 / #6i "&TED GLASS 7/16' LAMINATED GLASS 8 • (SE OPTIONS BELQjq) i •� 3/16 TEMPERED* 14 (SEE OPTIONS BELOW) 1 1/16' 5/8' CONTINUOUS • • • • • • • • DOW 995 7/16 LAMINATED GLASS • • • • • • • • EXT6tIOR SWIGGLE SEAL BY 7/8: SILICONE {SEE OPTIONS BQOW} 3/16" TEMPERED GLASS • • • • • . • TRUSEAi • • • • • MIN. BETE DOW 995 SILICONE 3/8' CONi1N000S SWIGGLE • • • • IN• On • 7 /g° `sa 1 /2" MIN. BITE :..o.: • 14 EXTERIOR SEAL BY TRUSEAL • fl0 ERIOR 51 • •• 13 • • • STRUCTURAL 51 3A 4A 1/2' MIN. BITE •••••• •• •• • • DOW 995 • 1 15 SILICONE GLAZING DETAIL "2n 12 • RAL • :00 • • IMCTU • • • • �ILICONE • • • . SCALE: 1 /2 FULL B B 48 GLAZING DETAIL ° 3 ° DETAIL GLASS OPTION: 1) 7/16' THICK GLASSLAM SAFETY PLUS LL • • • • • • SCALE-- 1/2 FULL 11 LAMINATED GLASS (3116 AN /0.10' SCALE i 2 FULL GLASS OPTION: 1) 7/16' THICK GLASSLAM SAFETY PLUS It POLYURETHANE POLYMER /3/16 AN) GLASS OPTION: 1) 7/16 THICK GLASSLAM SAFETY PLUS 11 LAMINATED OUTER GLASS (3/16' AN /0.10 2) 7/16 THICK OLDCA5TLE LAMINATED OUTER GLASS (3 16' AN /0.10 POLYURETHANE POLYMER /3!116' AN); 3/16' STORMGiASS LAMINATED GLASS (3/16' POLYURETHANE PC Y AN); 3 /16 "io TEMPERED SINGLE PANE INNER GLASS AN /0.075' STORMGLASS /3/16' AN) TEMPERED SINGLE PANE INNER GLASS 2) 7/16" THICK OLDCASTL.E STORMGIASS LAMINATED 2) 7/16' THICK OLDCASR.E STORMGLASS LAM INATED T N OUTER GLASS (3/16' AN/0.075' STORMGLASS /3/16° AN OLT E RG ASS (3 /16" N/0.0 PANE INNER GL/3/16° F a w AN); 3/16' TEMPERED SINGLE PANE INNER GLASS g o _ 1 3/16' 0 WOOD 1 3/16 0 WOOD a 1 11 /16' OMDF 1 11/16' OMOF 7/16' LAMINATED GLASS L1/2' BELOW) 3 5/8` 0 MOF 5 8' 0 WOOD z , z 5/8" 0 MDF SILICONE MDF OR WOOD PANELS 7/16° 7/16° O p EXTERIOR Si LAMINATED TOGETHER WITH DOW 995 SILICONE EXTERIOR MOF PANELS LAMINATED o 12 SWCONESS & DOW 995 TOGETHER WITH 7/16' �� BITE DOW 99JSILICON OSB &DOW 995 SILICONE /8' MIN. BTTE 51 51 GLAZING DETAIL n t /z °. 1 SCALE: 1/2 FULL 13 13 4 5 pI� GLASS OPTION: t) 7/16° THICK GLASSLAM SAFETY PLUS 3B B 11 LAMINATED GLASS (3116 AN /0.10" 5A GLAZING DETAIL -!E n n � POLYURETHANE POLYMER /3/16 AN) GLAZING DETAIL ° 5 ° 3 SCALE: 1/2 FULL SCALE: 1/2 FULL 2) 7/16' THICK OLDCA$TLE n'. STORMGLASS LAMINATED GLASS (3/16" AN /0.075' STORMGLASS /3/16 AN) w TPMUr ° � wow_- evr 1283 A SHW mm 8 - 11 s • • • • • • • • DOW 995 OR BCSS �- 4 .562 -- -�� �---- 4.562 i --�� • sees • • • • • GS1 SILICONE SEALANT t *gee • • 1.249 1.249 • 0000 • • 0.750 0.750 • i e • • • ' • s • • s CNRE0N3 0 X 2° I A FIXED P EL 1 JAMB 1 B OPERABLE DOOR JAMB • 2 — O O .941 1.941 •••�• 3 N0. 10 X • ••• • • SCREWS s DDOOW STANDARb SILL CORNER DETAIL f 2. 187 --i 0.562 1 2.187 --I F' 0.562 • • • • • 1 NOT TO SCALE SE I �••••• NT •• • • HEAD���ETAIL 5 ? • �•••• •0.000 • • • • • • W 995 OR •0000 • BOSS GS1 • • 3 N0. 10 SILICONE SEALANT 5.500 X 2 SMS 3 NO. 10 6.119 OR b X 2 SMS� 5.500 DOW 995 fU N BOSS N 3j4 1 ADA ILL CORNER D ° NOT TO SCALE 8.438 9.057 LANT N SEA _ 8.438 25 F a m 3/4" �g� EYEBROW HEAD CORNER DETAIL NOT TO SCALE 3/4° 2 1 /2 ° - - � 4° ® TOP RAIL/WIDE 4° �-- - -� MID RAIL s MID RAIL �.-- 2.ta7 ---I 5/8° DIA. X 3 5/8 �- - 2MO —� 28 OP WOOD DOWEL (TYP.) RAI L& D D � Z L n !o 21/z ° - -� TOP RAIL 2.1e7 ® BOTTOM RAIL �.- 2,187 38 6 GLUED 0.563 mL BOTTOM RAIL SFIIPLAP 2 1/2° 7/8" g F1XED SMALL {� — 2.187 - .619 0 --� � �a 1 SC REWS ,� C= 4 1/2 z �8 a INTO 1 1/4 ,� 2 1/2° MID RAIL PART OF JAMB L ` C - =D 2.500---1 # / 4.000 MIN. 4.000 MIN. (4.500 MIN. IF (4.500" MIN. IF W 0. 8 X 5/a- 4' 1j2* A CORNERED A CORNERED o ° M IOFOJA/B° MID RAIL 2 Z1 /2 - -_ BOTTOM 2187 MID RAIL) MID RAIL) _D z 1/2 RAIL ROUNDTOU CORNER DETAIL 0.562 B a r i ra.er�r� 3.119 ---� osls . 619 1 b ✓1Z c DARD PANEL CORNER DETAILS 48 TDL FlXm 5A � STAN NOT TO SCALE SMALL STILE MID RAIL 2.197 ALL DOWEL AND WOOD TO WOOD CONTACT SURFACES ARE 1283 A FULLY GLUED WITH WOOD ADHESIVE BY KORLOCK GT SQ TDL MID RAIL 42 -300A OR TITEBOND 11 BY WEATHERPROOF. 9 �1 • ITEM' • • ITEM DESCRIATION MANUFACRIRER /NOTES 4.500 aas vs • 4• • e • PATt[S� 2.000 4.000 0.775 Mom. • 1A JAMB O • WOOD iAYOVATED WTD1 CURVED 0'250 • ! s e ! • 18 GFERABIE JAMB • tY000 LAYINATm 2 OURS JAMB 2A TOP• STILE LAMINATED RED OAK GORE PINE vErgER 1.760 " • • 3A PAL E SD 0 • • • • LAMINATED RED OAIC CORE VENEER) P PWE VENEER �U inN (FULL LENGTH. 0.421 -t JAMBS) 1 • • • • • • 39 RL B09W RAIL LAMINATED RED OAK CORE PINE V '-}[- ��^^ ......LL` .__ ( 5 GLASS M 000 SMALIPSTILE ENEER LAMINATED RED OAK g: PWE VENEER 0.893 I T 4.153 O D MUWON STOP • ! 48 SMALL STILE•! LAMINATED RED OAK CORE PINE YEMEER (! 0 0 0 0 • 5A Si PAL LAMINATED RED OAK CORE INE VENEER 2.631 0.055 -� 0.118 • 5B O MI• { AMINATED RED OAK CORE (PINE VENEER) OR 2278 1.693 • • • •! i • • • • • 3 -PIECE Ei1STERIV PINE CORE (PINE VENEt]2) I 0.515 • • 7 0 * STEEL. I - 4.500 � T- 0000•• 5.014 8 MULLION 8M !! e L LAMINATED RED OAK COT PINE VENEER) I.� o.s7o 19 INSWING & OUTSWING 20 ADA THRESHOI..D * WOW ! 12 cxAaNG • . • WOOD BUMPER. THRESHOLD 00!00• 13 • • * WOOD O 10.000 14 15 0 NG4BEAD . tV - { 0.965 0.375 01/8" (TYP.) 18 OUTSWNG BUMPER SILL HARDWOOD � 0.500 19 INSWING & OUTSWMG BUMPER THRESHOLD IMPERIAL 5QCW � � 0.501 TT 20 ADA THRESHOLD HAGAR 401 -S 0.si9 1 \ 1.400 X1-4 21 ACTIVE PANEL &LUNGE STILE RETNF. STAINLESS SLEET. 0.400 Ll T 22 INACTIVE PANEL REINFDRCEMENT STAINLESS STEEL 0 . s -••� 1.250 2.437 3.375 2.437 1- -0.500 23 HEAD STRIKE PLATE STAINLESS STEEL I•- 0.588 r a� 24 SILL STRIKE PLATE ST AINLESS STEEL 21 FACIAL~ PANEL & HINGE STILE REINFORCEMENT z 25 MOUNTING CLIP tB GA. GALVANI stEEL 12 GLAZI 13 GLAZING BEAD THICKNESS = t /8 °�� 26 JANE . PLATE .044' X COW X 16-00111 GA GA.VAMZED STEEL B 11.000 0 HARDWARE 1.214 � o � 27 4.5' x 4.5 BALI. BEARING HINGE BALOVfiN 1046.003 (BRASS) "-" I _ 0.750 0.656 01/8 (TYP.) a 28 4.5' X 4.5 BALL BEARING HINGE PENROD MH4.S�TPSG -SGBId STEEL -I-- 0.500 29 4.5 X 4.5' BALL 8EARLNG HINGE PENROD MH4- NMTPSO -SGSB BRASS 30 5 -POINT ACTVE PANEL LOCK 515 1.400 1.000 31 2 -POINT INACTIVE PANEL LOCK SM HOPPE HLS9000 SHOOTBOLT 0.530 �- 32 3-POINT AGM PANEL LOCK SYS. HOPPE HLS90M ROUNDBOLT 0.656 33 5-POINT ACTIVE PANEL LOCK SYS. 3 -PONT AT SINGLE DOORS GU RHINO 0.820 0.375 3.500 4.187 2.437 0.500 r .34 X 2 -POINT INAC DVE PANEL I= SM. GU EUROPa 22 P EIN 5 -POINT ACTIVE PANEL LOCK SM 3 -POINT AT SINGLE DOORS KFV 7370 -S. SOLT 14 �ING BEAD O 2 -POINT NTIVE AC PANEL LOCK SYS. KFV 7000 THI S CKNESS = 1/8° .. ? HMIDLE AS RE D TO FR LOCK SYSTEM 0.715 8.000 �' O a �' � LOCK STRIKE PLATE AS SUPPLIED WITH LOCK SYSTEM �Tp" • '� 1 SEALS AND SEALANTS .921 2.563 1.938 01/4 $ ° 38 BULB WEATHERSTRIPPING THE ADA AB Et TIiR�FSFIOLD is USED � 1.349 0.938 (•) O 0.787 41 BUMPER WEATHER SEAL HOLM INDUSTRIES NO. JF87 3 42 WEATHER SEA. HOLML INDUSTRIES JF65814 0.406 ® ' ® C � ® 1.125�U MISC. FASTENERS I -0.319 18 p{yt/ING 0.825 ® 0.250 T a, aT 43 NO. 10 X 2 SMS 2 PER LUNGE LEAF INTO PANEL W BRASS HINGES 15 GLAZING BEAD BUMPER SILL o.313 0.375 ag 44 NO. 10 X 3/4* SMS 2 PER HINGE LEAF INTO JAMB & PANEL 1.250 2250 2.250 1.250 45 NO. 12 X 2' SMS 2 PER HINGE LEAF INTO PANEL W STEEL. HINGES 0.500 48 NO. 12 X 2' SMS 2 PER HINGE LEAF INTO WOOD MULLION 0250 - - 250 23 HEAD STRIDE PLATE ® a 47 INC. 12 X 3 SMS 2 PER HINGE LEAF INTO STEEL MULLION o 48 N0. 70 X 2 SMS 4 PER DOOR REINFORCEMENT PLATE 0.641 2.374 l 0.641 THICKNESS = 1/8 z 49 NO. 10 x 2° SMS r FROM CORNERS & 18 MAX O.C. 5O NO. 1C X 2 t 2' SMS B° FROM CORNERS &MID SPAN ON SILL. 0.375 8.500 -� r FROM •lq *aMT " � 51 1 3 i6 BRAD NAIL 1' FROM CORNERS & 8" O.C. 1.281 Cob 52 3 4 STAPLE 3/4' FROM CORNERS & 6' O.C. STAGGERED 0.813 '� 0.437 � ' ' •� 53 N0. 10 X 2 1 2' SMS 3 FROM ENDS & 22' O.C. THRU ASTRAGAL 1.625 +D ® G 54 N0. 8 X 3 4° SCREW 2 PER STRIKE PLATE 0.469 7 + WOOD USED WITH TEST UNITS WAS SELECT EASTERN WHITE PINE. WOOD SPECIES 2 �7 03/16° TO BE APPLICJ�LE WITH THESE WINDOWS IS MIN. SELECT MAHOGANY, SOUTHERN PINE, 4.593 ') •INelr PONDEROSA PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR, TEAK, CYPRUS & ANY OTHER 24 SILL STRIKE PLATE 25 )MOUNTING CUPUP 12 A SELECT WOOD STRONGER THAN EASTERN PINE. THICKNESS = 3/32 THICKNESS = 0.044 °t No 10 � 11 f en • J ALL.(rMLE DESIGN PRESSURE ALLOWABLE DESIGN PRESSURE ALLOWABLE DESIGN PRESSURE 0 • • • • • (DOUBLE DOORS) (SINGLE DOORS) (TRANSOM MULLION) • • • • • • 0 • %hM MAXIMUM DESIGN PRESSURE MAXIMUM MAXIMUM DESIGN PRESSURE MAXIMUM MAXIMUM DESIGN PRESSURE • : • • 0 6PAYFO FRAME FRAME FRAME FRAME OVERALL • 00000 • • WIDTH HEGHT POSITIVE NEGATIVE WIDTH HEIGHT POSITIVE NEGATIVE WIDTH HEIGHT POSITIVE I N (PSF) E • • • • • • • • •t 1 (I N .) (P (IN.) (IN.) (PSF) (PSF) (IN.) (IN.) (PSF). (PSF) 000000 50.0 121.75 50.0 50.0 171.75 50.0 1 50.0 • • • •�� 110 55.3 55.3 49.75 110 55.3 55.3 162 53.6 53.6 98 62.1 62.1 98 60.4 60.4 1 57.9 0000 00 00 00000 1217 3. 53. 121.75 52.9 52.9 98.75 138 63.0 63.0 • 0 0 • • • 09j 110 58.8 58.8 47 110 58.6 58.6 126 65.0 68.9 iL • • • • • 0 98 65.0 66. 9 63. 63.9 114 65.0 • • • • • • • 121.75 56.8 56.8 t 21.75 56.5 56.5 102 65.0 000000 87 110 62.8 62.8 44 110 62.6 62.6 173.75 53.1 53.1 98 65.0 70.5 go 65.0 68.3 162 56. 56.9 (1 121.75 60.7 60.7 93 138 65.0 66.8 81 110 65.0 67.5 41 110 65.0 672 98 65.0 75.7 6 .0 73.3 f 6 65.0 73.2 tS a - 1 1.75 65.0 68.5 121.75 65.0 66.3 114 65.0 80.0 o 74.25 110 65.0 73.6 37.5 110 65.0 73.4 173.75 56.8 56.8 °�' r 98 65.0 80.0 98 65.0 80.0 162 60.9 60.9 g F a 68 121.75 65.0 72.6 121 75 65.0 71.1 87 1 65. 6 . z 110 80.0 1 78.7 �z�"i 121, .0 .6 31 1 .75 6 .0 80. n 1 12& 65.0 78.3 o 114 • 65.0 80.0 a F ao 173.75 61.0 61.0 1§2 65.0 65.4 a 81 150 65.0 70.6 138 65.0 76.7 0 126 65.0 80.0 173.75 65.0 6605 74 9- L 1 55 0 71.1_ 150 65.0 77.0 0 0 W 136 s5.o 60.o WITH MULLED UNITS ALLOWABLE g o PRESSURE FOR THE OVERALL UNIT F ca4 Nei SHALL BE THE LESSER OF THE ,*u LOWAB(E DESIGN PRESSURE b z ALLOWABLE PRESSURE FOR THE {VERTICAL GN PRES c z INDIVIDUAL DOORS AND MULLION. AS CONTROLLED BY DOOR PRESSURE TABLES�� 3 d 4 d z o lz � d 1'&B�ItL7'p✓BYY9 4fl .w 11YhIb. SHEET NQ A 11 i1 0 0:0 000 MIAMF • 0 •MtYM -D % C"TY,ItOl 141E�R ®- DADI��LAI�.ER�III�..IXN.� BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WAIST PLAGLER BTkh, StlT1'E 44 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 Q05) FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) •, wfu_ b0n om • • • ' ' • • Signature Doors, Inc. • •' 0 : • : : *00 ..' 401 Juniata Street Altona, PA 16602 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Ve locity Hurricane Zone. 1 SCRIPTjO Serves Directly GTazzed mood ixetl- Windrow DE - - -- APPROVAL DOCUMENT: Drawing No 1065, titled Direct Glazed Impact Windows ", sheets 1 through 4 of 4, dated 6/03/04 and last revised on June 24, 2004, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: Insulated laminated glass consist of 5/8 spacer wl 3/16" Temp. glass (Interior) or 3/8" spacer w/ 1 /4 Temp. glass (Interior) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials; use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 04- 1013.03 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. t%jira4ea-Date4--Man6 21-, 2012. ] Y A pr"al. -Date- __ _6 - - __1 Page 1 �`bl1 •e •• • • • •• •• • • • i i i•i i • • • • • • • • • • • ••• O • • • ••• Signature Doors, Inc. • • • • • i • a • i • • • • •• e e • e• • : i i i NOTICE OF ACCEPTANCE: EVIDENCE SUBMD 0 • • • • • • A. DRAWINGS (transferred from file # 04- 1013.03) 1. Manufacturer's die drawings and sections. • 0 ; e ; ; ; • • 2. Drawing No. 1065, titled "Direct Glazed Impact Windo w s y M*tl l • 4 of e 4, dated 6/03/04 and last revised on June 24, 2004, prepared by W.W. S cIlae t • • Engineering & Consulting, P.A., signed & sealed by Warren W. Schaefer, P.E. B. TESTS (transferred from rile # 04- 1013.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test; FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of Wood fixed windows, marked -up by Hurricane Testing Laboratory, LLC, Test Report No. HTL -0243- 1021 -03, HTL -0243- 0516 -04, HTL -0243- 0608-03, HTL- 0243 - 0319 -03 dated 03/15- 05/27/04 and RTI. -0243- 0605 -01, HTL- 0243 -0802, HTI.- 0243 - 0929 -01, RTL- 0243 - 0322-11 and RTL -0143- 1021 -03 dated Jan 11, 2002, all signed and sealed by Vinu J. Abraham, P. E. C. CALCULATIONS (transferred from file # 04-1013.03) 1. Anchor verification calculations complying FBC 2004, dated 06 /15/04, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E. 2. Glazing complies w/ ASTME -02 D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 for "Safety plus II" laminated glass, issued to Glasslam (NGI) Inc, expiring 08/07108. 2. Notice of Acceptance No. 03- 0514.15 for "Storm Glass" laminated glass, issued Old castle Glass Inc., expiring 12111/08. F. STATEMENTS 1. Statement letter of conformance and "Engineer still in Business", dated Nov. 30, 2006, signed & sealed by Warren W. Schaefer, P.E. 2. Statement letter of conformance and "No financial interest", dated June 15, 2004, signed & sealed by Warren W. Schaefer, P.E. 3. Statement letter of Lab compliance, part of the above reports, issued by Hurricane Testing Lab, signed and sealed by Vinu J. Abraham, R.E. G. OTHER 1. This NOA renews # 04- 1013.03 expiring March 21, 2007. 2. Previous associated NOA(s) #02-1115.10 3. Test proposal # 02 -0929 dated Jan 09, 2003 approved by BCCO. �(� a� ate► •. A" I. Chanda, P.E. Product Control Examiner NOA No 06- 122&10 Expiration Date: March 21, 2012 Approval Date: April 05, 2007 E -1 SEE "LOAD TABLES' ON SHEET 3 -+e oeA�Am FOR MAX. FRAME WIDTH (F.W.) FOR LARGE UNITS WHERE THE BENT JAMB 6 MAX 12" MAX. D.C. WHEN SHORT SIDE FRAME DIMENSION. REQUIRES MORE THAN ONE SECTION LENGTH, IS 50 OR LESS; 10" MAX. O.C. WHEN SHORT THE JAMB SHALL BE RABBITTED (11" LONG 12" MAX. O.C. WHEN H (TYP•) SIDE FRAME DIMENSION IS GREATER THAN 50° RABR JOINT), SET SCREWED WITH NO. 6 SHORT SIDE FRAME SCREWS AND GLUED WITH WOOD GLUE i -_ _ —� -_- DIMENSION IS 50" OR LESS; 10° MAX. O.C. 2 6 MAX. / 2 WHEN SHORT SIDE t (IYP.) FRAME DIMENSION IS v GREATER THAN 50" k . 'CORNER .� DETAILS' ON x MEET 2 p U N TYPICAL. FRAME SCREW h TYPICAL FRAME SCREW s O M CUP. SEE OR ANCHOR UP. SEE w I REQUIREMENTS ANCHO TABLE / o " / REQUIREMENTS TABLE" aPPasRE a /; / SCREW REQUIREMENTS. / ON THIS SHEET FOR A o ` 2 SCREW REQUIREMENTS. 2 q ` SEE • CORNER �i o DETAILS' ON o o DLO. = F.W. - 2.75" SHEET 2 2 j t c� L N oPPasUE // 12" MAX. O.C. WHEN 6" MAX. 2 SHORT SIDE :FRAME (TYP,} 0 DIMENSION IS 50" OR _ WHEN SHORT SIDEC flLd:., F.W. -`235" 3 FRAME DIMENSION IS SEE `LOAD TABLES" ON SHEET 3 ON GREATER THAI 50' FOR MAX. FRAME WIDTH (F.W.) z' RECTANGULAR WINDOW EXTERIOR REAM SCALE: 3/4 " =1' -0" HALF ROUND WINDOW z o (OTHER RADIUS /CURVE SHAPES SIMILAR) t SCALE: 3f4`= 1' -0'� • • • za •WNIeI• °le . APPROVED SHAPES w �$ •• ALLOWABLE DESIGN PRESSURE • SEE LOAD TABLES ON SHEET 4 D • •' ' o •• F'RAh1E ANCHOR REQUIREMENTS TABLE nOMOD880 • • • • ' • • • M To XiE FAST � � i • � � OPENING TYPE JAMB r0 OP (ANC HOR) EMBMIWMUN MINIMUM 0 0 d Q Q DD • • • • ��� (SUBSTRATE) L3JER TYPE (ANCHOR) � ED f7 OIST. • • • • • • • • • • • 1. THESE WNDO N SYSTEMS WE BEEN.1EUM ANALYZED AND APPROVED FOR aX WOOD R ` 1 FR __'_• • • • • •� • OEM P♦ NUT TO EXCEED USE SHOWN N THE ALLOWABLE 1 ra7NNK7' CMU CONCRETE 3 16 CONCRETE SCREW i 1 t 4° 2" - • • z • • • 2 SUfxtlfl0. OPENINGS & Btt W F MUST BE PRWERI.Y DE D & 2X_ WOOD FRAME OR BUCK MtN1N1ItdG CUP W sawn 1 3 8" - 1 / 2 DDODDOD • ° - •. M TRANSFER WND Laws THE smLiCUM (U CONCRETE SCREWS SHA D BE ELCO OR ITW RAMSE( HE HEAD APCONS. " WSM • c5 �' t ' 3 ALL HA> & FASTENERS 5HALL N A uRTH n HIITI KWIK —CON U OR POWERS BAWL TAPPER HAROc"fHED STEEL OR S.S.. 0° fix• • N "f • & MAY NOT WIRY t&'R.ESS SPECffICAI.LY tB:N1 OM ON THE DRAWNOS. 4. THE OEM & 90MOMM SHDWN HERON M310M THE PRwuCIS s ANCHOR NOTE: FRAME MAY BE E(1F0R DIRECT MOUNTED TO THE OPINING, � a . • • • x • N' TESTED & P)tM (W FOR WATER, AR ROW, CYCLX & UNOTMDI S= AM MOUNTER �O A � WOOD SPACER, OR TO A MIN 1. OTHER SHAPES MAY APPLY PROVIDING THEY P • — �' • i i IBiSS w =m IN CaNFD mam wH FLmm mum CDOE PROTOCOw.s ARE SIMILAR i0 THOSE SHOWN &HAVE lNMdmlf • 7A5 -�1. 2Q2 =AND ASri E188S FOR VIM UMr WAa WNDOWS. Zx4 N0. 2 SOUTH EN POE 1Y000 FAHXC. WHEN ANCHORED TO A 2X4 CORNER CONSTRUCTION PER CORNER OETAIRS. • • • • a THESE exam SYSIEMS WWE I DEMW N AC<ARI MM WIH THE BUCK b�IN = CUPS OR NO. 10 SHEAR SCR SMALL BE USER. WHIN *00 FtOR10A M ERG ARE (FBC1 FDR m VELOCITY 1NRRlCAt� 2m's (HW4 ACT MOUNTED OR MOUNTED WITH SPACER, 3/1V CONCRETE SCREWS 2. ALL SIHAPED. UNITS MUST FIT INSCRIBED INTO Re DIPACt slnlFrEtls ARE NOT REtA1✓RED WOH THESE wamo S. T THE ALLOWABLE RECTANGULAR UNITS & BE O6 A 7. ALL ANCHDRS swot BE DWftW AS VECWn ON THESE OROS=. SHALL BE USED. SEE ANCHOR RECIIREMENPS ABLE' FOR EMBED GOVERNED BY THE ALLOWABLE PRESSURE OF S two EM IT M BASE.MMERAL SHALL BE MY= WALL FM REXIUIREME�RTS. SHEET NO. OR ST=. THE RESPECTIVE RECTANGULAR UNIT. 1 oF 4, FRAME ANCHOR SEAL OFF EDGE OF 3/8° CONT• SWIGGLE ONTTNUOUSLY 1j16" x 1 /8 X PER ELEVATIONS GLASS WITH DOUBLE SEAL BY TRUSEAL GLUE STOP TO g 1/4" SPACER taro 1" MIN. SUCK TAPE. JAMB WITH to 18 MIN. 2 BUCK /FRAMING & 3/8 KOR -LOK. , o BUCK ATTACHMENT BY OTHERS EXTEND PET FILM MIN. AIR SPACE GT42 -300A 9 s 1" UNDER STOP AND ADHESIVE BY a SILICONE TO JAMB WITH NATIONAL STARCH BOSS GSt SILICONE & CHEMICAL 3/4' MN. BITE 1/4' MAX. 1/4" STAPLES THROUGH 1A 18 r B lA SHIM AT GLAZING FIN INTO JAMB DOW 995 EACH (2 ROWS AT 1 ° O.C.) J EXTERIOR SILICONE ANCHOR 1 /2° 5/8 OR 9/16 I MIN. SITE 2A 28 3A 38 LAMINATED GLASS EXTERIOR BOSS GSI SILICONE (SEE OPTIONS BELOW) BY TRUSEAL TECH. 3/16 TEMPERED GLASS LANT g SEA BY ` 1 EXTERIOR GLAZING DETAIL 2 OTHERS 1/4 TEMPERED GLASS OPTION 3: 5/8" THICK GLASSLAM SAFETY PLUS II LAMINATED GLASS SEE GLAZING = w 5/8 LAMINATED GLASS (1/4' AN /0.1 POLYURETHANE POLYMER /1/4 AN) DETAILS ON w (SEE OPTIONS BELOW) OPTION 4: 9/16 THICK OLDCASTLE STORMGLASS LAMINATED GLASS THIS SHEET (1/4 AN /0.075 STORMGLASS /1/4 AN) =�o SECTION q GLAZING DETAIL 1 w � SCALE 1/2 FULL 2 p OPTION 1: 5/8 THICK NEBULA GLASSLAM SAFETY PLUS LAMINATED GLASS ° N (STRAIGHT JAMB) (1/4" AN /0.077 RESIN /0.009 PET /0.077 RESIN /1/4' AN)za OPTION 2: 5/8 THICK NEBULA GLASSLAM SAFETY PLUS LAMINATED GLASS NOTE: A DECORATIVE BRICK MOLD (1 /4° H.S. /0.077 RESIN /0.009 PET/0.077 RESIN /1/4 H.S.) '��oco 4 MAY BE USED AT INTERIOR OR EXTERIOR TO FINISH OFF FRAMING. FULLY GLUE CONTACT SURFACES OF JAMB & STOPS WITH TRUSEAL FRAME ANCHOR BOSS GS1 SILICONE 1" MIN. PER ELEVATIONS 1/16 X-1 /8" X 3 NO. 10 X 2 SCREWS Z o� MIN. 20 BUCK /FRAMING & ij�YS�PACER �\ PER CORNER. NOTE THAT •• r �� BUCK ATTACHMENT BY OTHERS 1A 1B g \ W R401U TH ••• d' a 5A B AS REQ'10 410 OBTAIN MIN. t�Z • p1 11>CfREIVEWEU EMBED y�,('� JOINING • • µgJ ° mnnpb wikth ttx JAMB UY 1" :A-� • • • MAX. Code • • • • • • • • t8 SHIM AT 49 3/4 MIN. 817E N CORNER ETAIL •••• • �' • EACH ANCHOR DOW 985 - —t AT ALL WINDOW SHAPES • • • • + • L kw ••••• • EXTERIOR SILICONE LMI�IIM ; • • • EXTERIOR ^ 3 I i 5/8' OR 9/16 LAMINATED', GLASS (SEE OPTIONS BELO) • ***so • • • o • • a • SEALANT BY / " • • • • OTHERS — "' 0 A ZING DEfAN_ 3 • • • 000 • • SEE GLAZING LL) OPTION 5: 5/8 THICK GLASSLAM SAFETY PLUS U LAMNA GLASS �e � • ' o , ' • • � • x DETAIS ON w (1/4' AN /0.1 POLYURETHANE POLYMER /1 /4 ° •• • • •• "�� L a THIS SHEET SECTION a OPT16N 6: 9 /16' THICK OLDCASTLE STORMGL SS LAMINATED GLASS • • • • SCALE: 1/2 FULL 2 (1/4* AN /0.075 STORMGLASS /I j4' ANA • • • • (RADIUS JAMB) { 10 5 A 2 of 4 ITEM # PART ITEM DESCRIPTION MA IUFACTURER/NOTES R*s **s N0. 8 X 1 1 /Z° MIN. 2X4 BUCK /FRAMING & PARTS SMS ( PER EACH BUCK ATTACHMENT BY OTHERS 1A - STRAIGHT WINDOW JAMB ' WOOD SIDE OF BUCK) 6 18 - RADIUS JAMB LVL H 3 2A - EXTERIOR STOP (STRAIGHT JAMB) * WOOD NO. 8 X 3/4" 1/4 MAX. 28 EXTERIOR STOP (RADIUS JAMB) LVL SMS (3 PER SHAM CUP) 3A - INTERIOR STOP STRAIGHT JAMB) * WOOD 3B INTERIOR STOP RADIUS JAMB LVL 1A i 4A - ALT. EXTERIOR STOP STRAIGHT JAMB) * WOOD EXTERIOR 4B - ALT. EXTERIOR STOP RADIUS JAMB) LVL 5A ALT. INTERIOR STOP STRAIGHT JAMB * WOOD 58 ALT. INTERIOR STOP (R IDIUS JAMB) LVL 6 MOUNTING CUP (0.044° X 1.625° X 6.500 18 GA. GALVANIZED STEEL FASTENERS r < 7 - NO. 6 X 1 1/4" SMS 6" FROM ENDS & 12" Q.C. OPTIONAL CLIP MOUNT DETAIL 8 - 1 1/4 DRYWALL SCREW 2" FROM ENDS & 8 D.C. 9 11 3/16 BRAD NAIL 1" FROM CORNERS & 8" O.C. FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS * WOOD USED WITH TEST UNITS WAS GRADE 2 EASTERN WHITE PINE WOOD SPECIES TO (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) BE APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2 MAHOGANY, SOUTHERN PINE, PONDEROSA PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR, TEAK, CYPRUS & ANY OTHER N WOOD STRONGER THAN GRADE 2 EASTERN PINE. w ° m 5/8" N N 1 � 4 9/16 ° 3/16" CONCRETE SCREW. 3/4° 1 9/16 REF. SHEET 1 FOR d LOCATIONS & INSTALLATION CONTINUOUS WOOD 2A 2$ EXTERIOR STOP REQUIREMENTS MEMBER LESS IN SIZE THAN A 2X- BUCK lA 1$ JAM SURFACE MAY BE # *,< * A • 4 TO BE MIN. 3 1/2" TAPERED 1 /8° FOR a •a DEEP. NOT REQUIRED WATER RUN -OFF AT SILL a< WHEN 1/4" OR LESS t3 SHIM SPACE EXISTS g • •.' e_- < P .a (USESHIMS AT EACH r5/8" ANCHOR ONLY). —1 1.250 �+ • • • t3 to 16 � 1 ' • • • a$ • • • -� 1 9j16" }- L ::j 0.8 75 • EMS i • SEALANT BY . • • • • • • • JLL • OTHERS 3A 3B n O 4A 4B &.T, EXTERIOR �` • • • • • u STOP STOP 5A 5B "'QVj•ERIOR •s a �•c� •i EXTERIOR � �tz • # •$• •• --- 6.500 - - -� �oj • • OPTIONAL_ DIRECT MOUNT DETAIL � U w • C64 • • FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS 1 • a • 1.625 ® 1 ® ® r ® • F (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) • • s • a • ° lb" ••• © MOU N11N C CUP =0-0 4" • • • 1065 A SHEET NO. 3 4 ALLOWABLE DESIGN PRESSURE GLASS OPTION 1 I.G. WITH 5/8 ANNEALED LAMINATED GLASSiAM SAFETY GLASS PLUS (1) SHORT DESIGN LOAD CAPAM (POSiTNE & NECATNE PSF) -5 TABLE NOTES: DIMMON POs. NEG. POS. NEG. POS. I NEC. POS. I NEG. PAS. NEG. P09. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. MINED. POS. NEG. POs. NEG. POS. NEG. (1) ALL WINDOW DIMENSION VALUES SHOWN ARE + / - /2' a 36' 65.0 80.0 65.0 80.0 M0180.0 65.0 80.0 M0180.0 65.0 80A 654J80.0 65,0180.0165.0180.0 85.0 80.0 65.0 80.0 65.0 804 654 80.0 no SAD & ARE FRAME (F.H. & F.W.) DIMENSIONS 8 $ 42• 65.0 180.0 65.0 80.0 65.0 80.0 65.0 80.0 no I 80.0 650 180.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 1 80.0 650 80.0 85.0 80.0 65.0 79.3 (2) THOSE SIZES WITH LOADS LISTED ARE MAXIMUM ki � 48" 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0180.D no 80:0 65.0 80.0 65.0 76.1 65.0 72.1 65.0 69.9 65.0 69.1 650 66.2 ALLOWABLE SIZES AT THAT LOAD. !F NO LOAD IS � 54" 85.0 80.0 65.0 1 $0.0 65.0 73.5 65.0 66.4 61.4 61.4 85.0 180.0 65.0 76.0 65.0171.5'65.0 67.3 54.2 64.2 62.4 62.4 61.8 61.8 xIx LISTED FOR A GIVEN SIZE, THAT SIZE EXCEEDS 58' 65.0 804 65.0 80.0 85.0 80.0 650 80.0 65.0 81.7 65.0 75.9 65.0 713 BS.O 67.1 63.1 63.1 59.3 59.3 57.4 57.4 ALLOWABLE AND IS NOT ACCEPTABLE. 60' 62.4 78.8 62.4 76.8 62.4 789 62.4 76.8 62.4 7 0.8 SZ41 75.0 62.4 69.5 62.4 85.4 613 61.3 66' 56.8 86.6 589 69,8 58.8 69.8 56.8 89.8 56.8 89.4 S89 65.0 56.8 80.$ 72 524 64.0 520 64.0 52.0 64D SMZ0 644 XX (1) LONG 60" 66' 72' 78' 84` 90" 96' 102° 108° 114° 178° 120° 732" 144' DIMENs.ON ALLOWABLE DESIGN PRESSURE GLASS OPTION 2 I.G. WITH 5/8' HEAT SCRENGTHENED LAMINATED GLASSLAM SAFETY GLASS PLUS I (1) ART DESIGN LOAD CAPAM (POSITNE & NEGATNE PSF) DGNENSION POs. NEG. POS. NEr, POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. IPOS.INEM IPOS.1 NEG. 42' 65.0 80.0 65.0 80.0 85.0 80.0 65.0 8A0 &3.0 80.0 65.0:80.0165.0 180.0 65.0 80.0 &3.0.80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 650 80.0 48 MO 180.0 65.0 80.0 65.0 80.0 M0180.0 65.0 80.0 65.0 80-0165.0180.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 654 80.0 80.0 XX z � o 54 no 800 no 804 654 804 654 800 65.0 84A 650 804 J62 65.0 80.0 65A 80.0 65.0 800 65.(7 80A 650 80.0 a�' � N W* 85.0 80.0 85.0 80.0 BS.O 80.0 85.0 80.0 65A 80.0 65.0 80.0 65.0 80.0 65.0 80.0 MM O w 60' 82.4 769 62.4 76.8 62.4 769 62.4 76.6 62.4 76.8 62.4 769 62.4 769 82.4 763 66' 56.8 89.8 56.8 69.8 56.8 69.8 56.8 69.8 56.8 69.8 569 69.8 � ? 72 52.0 64.0 52.0 64.0 52.0 64.0 52.0 64.0 ( LONG DIMENSION BO` 66' 72" 78' 84" 90" 98' 102' 108° t14` 118` 120' 13l. 144° �� vi ALLOWABLE DESIGN PRESSURE GLASS OPT10N 3 & 4 (LG. WITH 5/8` LAMINATED GIASSIAM SAFETY GLASS PLUS II OR 9/16' OLDOASWLE STORMGLASS ) n,�t (t) SHORT. DESIGN LOAD CAPACITY (POSDWE & NEGAIWE PSF) OOA£NSION ML NEG. POS. I NEG. PAS. NEG. POS. NEG. POS. NEG. POS. NM POS. NEG. POS. NEG. POs. NEG. POS. NEG. POS. NEC, POS. NEG. POS. NEG. POS. NEG. ^ 30° 65.0 75.0 65.0 no 65.0 75.0 65.0 75.0 65.0 7&0 65-0175.0 BS 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 A 75.0 65.0 0165.0 75.0 &5.0 75.0 O Z 38 ' 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 MO 75.0 65.0 75.0 65.0 75.0 55.0 75.0 65.0 75.0 65.0 7&0 65.0 75.0 65.0 75.0 65.0 75.0 0• •� +' 42' 65.0 75,0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0;65.0 75.0 654 75.0 65.0 75.0 65.0 75.0 65.0 75.0 • 0 • • • p z � 48' 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 • • • • S Z a ' • • 50" 65.0 7&0 65.0 754 6S4 7&0 65.0 750 65.0 75A 85.0 754 65.0 75.0 65.0 75.0 • • • • • W Rm • 54' 65.0 75.0 85.0 75.0 65.0 750 65.0 75.0 65.0 750 85.0 75.0 • • • • 60' 82.4 750 62.4 754 62,4 7&0 62.4 7&0 •• • V •• 68' 56.8 699 56.8 69.8 • • to (1)O�LO 60" 86 72 78" 84' 9a" 98' 88' 702" 706' 114* 120 132° 744'•p��t• 10 • ••.,� •• GLASS OPTION 5 & 6 5/8' LAM INATED OW GL D SO 6LA SUS I OR 9/16' OLXASU SfORMGtAW)C1UAL GLASS) 1s4. �IZoI 0 • 0 • 3 • • DESIGN LOAD CAPACnY (MOW & NEGATNE PSF) • • • • • • 7) SHORT N ObMieN • • • • • • • DIMENSION 1' NI O Pos EC. Po& NEC. Pos. NEG. PA4. NEG. PoS. NEC. JIN POS. NEC POS NEC. POS NEG. POs. NEG. POs. NEG POS. NEG. P05. NEG • • • 30' 85.0 75.0 830 75.0 65.0 7SA 65.0 75.0 075.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75A 65 65.0 75A .0 75.0 BS.O 75.0165.017&E • • • • • • F n�,t • • 650 75A 854 75.0 6�. 6 75 6&0175.0r-5.07&065.017&0185.07&0 654 75.0 65L IM 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 • =� • • • • •�- z 42" 65.0 .75.0 65.0 75.0 &3.0 75.0 65.0 75.0 65.0 78.0 65.0 7&0 85.0 750 65.0 7&0 65.0 75.0 65.0 750 48' 6&O 750 630 75.0 880 75.0 65.0 750 85.0 75.0 654 75.0 65.0 750 65.0 739 Dl• • • m 50' 65.0 - 75.0 &3.O 7&0 65.0 75.0 65.0 75.0 BSA 754 650 75.0 65.0 73.2 0 • 54' 6.3.0 75.0 65:0 75.0 65.0 75.0 830 7&0 6" 75.0 65.0 74.4 60' 62.4 75.0 62.4 75.0 62.4 75A 62.4 75,0 1 065 N0. A 66' >0>1W4 899 56.8 899 2 5Z (t LONG 611EEf N0. OI6fENSiIX4 60' BB' 72 78" 64' 90' 96' 98' 102' 108 174' 120" 13Y 144" 4 OP 4 NOTICE OF COMMENCEMENT(( {� {���(� A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N0. OR Ek 26760 Fs 1209r (109 TAX FOLIO N0. �J��ta"' ®13° HARVEY RUVINP CLERK OF C OURT STATE OF FLORIDA: MIAMI-DADE COUNTYr FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real EOVE property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement MAR 2 5 2000 gowz— ... 1. Legal description of property and street/address: 1.2.1 NE 100 'St Mid ; -5bcm,- .1 Anndd Pb Z10+)7 & Z ter+- • /G BW_ / 2. Description of improvement: c aec.,_! d2s!!' 3. Owner(s) name and address: &%!n /.? WEAcn '5t • Mx� -m i �. I 2:515 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 3 &_ ->n6ow , Local [n-- , 10,AtAo -M 110. (nni .CK� 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is sp cified) Print Owner's Name 'S_ �, Prepared by c o+1qe, Sworn to and subscribed before me this day of Address: 1 WW 8,q A4vc, Notary Public A BONELL rntam; Print Notary's Name , a MY COMMISSION # DD737005 My commission expires: '•:,;q� °;. EXPIRES November 26, 2011 (407) 398-0153 123.01 -52 PAGE 4 W2 Of �g513 �C16glP� "H aq b{ '� { I ➢Y.rC tfi5 IJ GLEak Of AW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -6972 I nspection Number: INSP- 109625 Permit Number: WS- 3- 09-472 Inspection Date: March 03, 2010 Permit Type: Windows/Shufters Inspector: Bruhn, Norman Inspection Type: Final Owner: ROGERS, SHAUN Work Classification: Window /Door Replacement Job Address: 121 NE 100 Street Miami Shores, FL Phone Number (305)244 -0535 Parcel Number 113206013204 Project <NONE> Contractor: PRESTIGE WINDOW & DOOR INSTAL LATION /GREENTEK St Phone: 305 -820 -5999 Building Department Comments REPLACING 1 DOOR IMPACT As per owner request, ok to extend the permit two more months, after this extention, owner has to pay full amount of renewal fee PERMIT RENEWED NB 3 -2 -10 Inspector Comments Passed Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 02, 2010 Page 1 of 1