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WS-09-1782 ` r '7 i f .. Miami Shores Village '�'4� 10050 N.E. 2nd Avenue 0i��>� Wild- Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 i 0 r 5 #ate �� Expiration: 051021201 Project Addre Parcel Number Applicant 70 101 Street 1132060131340 Miami Shores, FL 33138 Block: Lot: SUSAN 8 WILLIAM HOWELL Owner Information Address Phone Cell SUSAN & WILLIAM HOWELL 1441 102 Street MIAMI SHORES FL 33138 -2621 Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 A CLASS BUILDERS INC Total Sq Feet: 0 Type of Work: WINDOWS AND DOORS For Inspections please call: No of Openings: 3 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.20 WS- .10-09 -36257 $ 147.20 $ 97.20 Education Surcharge $0.40 *„" Notary Fee $5.00 WS-10 -09 -36257 $ 147.20 $ 147.20 $ 0.00 Permit Fee $130.00 Check #: 2102 Permit Technology Fee $0.00 Scanning Fez $9.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $1.60 Total: $147.20 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing 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 November 10, 2009 Authorized Signature: Owner It Applicant ! Contractor ! Agent Date Building Department Copy November 10, 2009 1 �3 Miami Shores V 1 � B Building Department OCT 2 1 2009 10050 N.E.2nd Avenue, Miami Shores,4ilorida 33138 • Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY: - ° ® ° °- ° ------ BUILDING Permit No. V 0% PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING ROOFING- Owner's Name (Fee Simple Titleholder) SaF - CeA->e_ I I Phone # �S) 9C�`l Owner's Address 1 1e�� -- City i r' State FC Zip Tenant/Less a Name (� / Phone # Email Job Address (where the work is being done) '7 Q N& U 5h e_-f City Miami Shores Villaee County Miami -Dade Zip FOLIO / PARCEL # 1 1 ~ 3 0tO (p - 0 13 -- 3 +0 Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 24o. Phone # dos 3 00 A 2 3 Contractor'ss I Address ;-7 /? A / . City . l dam? A State -F L Zip 33 Qualifier Name V/4-4-1 h 0 6 V -/ 6A-,t /- `'z Phone # State Certificate or Registration No. e- 4e- 15 16 3 17- Certificate of Competency No, Contact Phone E -mail Ar-L A SS (aj M S ^0. C O h - Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 60 Square / Linear Footage Of W l rk: Type of Work: (]Addition []Alteration (]New ( Repair/Replace El Demolition Describe Work: 1'Ma0c:�- �(Oor 5 E! re- A 1 ace bL< , ,1n_d c -Lj Submittal Fee $ Permit Fee CCF $ I• CO /CC .$ Notary $ 5• Training/Education Fee $ Technology Fe' Scanning $ Radon $ DPBR $ Bond $ - Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -� Bbuding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's 'Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) s ajler the building permit is issued. In the absence of such posted notice, the inspection will not be approved inspe ion ee will be charged.. Signature Signature Owner or Agent Contractor The fore oin trument was ac owledg�edd�bef me this — 1 The foregoing ' i nstrument was acknowledged efore m day of 20 by 1► t day of , 2 by who is f drsonallv known to ^^ me or who has produce w is p rsonally known to me or who roduced R" IA tification and who clid take an oath '' identification and who did take an oath. NOTAJ Y PUBLIC: �I, N T PUBLI Sign: �' � 01, Sign: I► Print: , t Prin: � 1 �ywr, ..._4 .mss• ;�.� �t�� 1 My Commission Expires: My Commission Expires: TeQ`l�y►�` a,ry� ar3e9r9csF�k�► rslydede4edrde�teinkveit4e9r�Y4rdr9efaikrklk�riir4e3e •k kda4e+F4r•x�h9e9e8r+k4ede•x 1: 9r9zsk9e9r�tr• k4e�k• x9¢$ nYdcde9r�k9rir• kikikiedeir4e�t4efa�t* sY• x• k• k4t4e, ki' Fi��B�l 9F" sa• k�•4r�,kd� APPROVED BY � • Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) ----- j3 NOT PART OF > IS PERMIT NOT PART OF CP THIS PERMIT i g NOT PART OF BFDROOM NOT PART OF NOT PART OF THIS PERMIT _�THIS PERMIT LAUNDRY �S2 FAMILY ROOM NOT PART OF BEDROOM THIS PERMIT so :00 NOT PART OF DINING ROOM THIS PERMIT @Goo OF 4 4606 0:09 goo 999906 0 0000 0 so 00000 0 *0000 BATHROOM 1. ront Door 36'w X 80"h NOT PART Of THIS PERMIT NOT PART OF FRONT � THIS PERMIT || | wdow � 54 ' - 8 " — '0' 'AR7 Cx ' . THIS PFRM|/ WIND LOAD DESIGN INFORMATION HOWELL, SUSAN 70 NE 101 STREET, MIAMI SHORES, FL 33138 INFO APPLYING ZONE WIDTH LENGTH EFFECTIVE MAX POSITIVE MAX NEGATIVE MAX POSITIVE MAX NEGATIVE LOAD FOR: FEET FEET WIND AREA PRESSURE (PSF) PRESSURE (PSF) LOADS (LBS.) LOADS (LBS.) SQUARE FEET WINDWARD UPLIFT LEEWARD/DOWN FORCE WINDWARD UPLIFT LEEWARD/DOWN FORCE WALL 1.FRONT DOOR 5 3.0 6.67 20.01 +43.7 -56.7 874.44 - 1134.67 OPENIN 2. SIDE DOOR 5 2.69 6.81 18.32 +44.4 -58.0 813.41 - 1062.56 INFO 3. WINDgrj . 5 2.75 3.33 9.16 +46.5 -62.2 425.94 - 569.75 . O GO O . .. .. .... . . . .. .. . .. .. . . .. . .. .... . .. .. . ... •• •• s..• .••. • • ••.• • •• f 1M1AM"M MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BURDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www•buildmgcodeoniine -c om Jeld -Wen, Inc. 3250 Lakeport Drive Klamath Falls, OR 97601 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 AHT 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 Budding Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series Premium Atlantic "6400" Aluminum Single Hung / Double Hung Windows APPROVAL DOCUMENT: Drawing No. JELDw, titled "Premium Atlantic Alum (64m)", sheets 1 through 6 of 6, prepared by PTC, LLC, dated 07/21/07 and last revised on 08 -22 -07, signed & signed by Eric S. Nielsen, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0408.02 consists of this page %nd%V,14erpefge„E;1, p dwell as approval document mentioned above. • • • • • • . ......... . The submitted documentation was reviewed by Ishaq L Chanda, P.T.' .. • *00 .' . • .: Nta" r- 0717.05 K •'• • i _ i _" ti _n ' 12,20 App'bore PoW IoW 11, 2007 Page 1 AX . . . . . . . . . . Jed -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 024)408.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD0085, titled "Premium Atlantic Alum (6400)", sheets 1 through 6 of 6, prepared by PTC, LLC, dated 07/21/07 and last revised on 08 -22- 07, signed & signed by Eric S. Nielsen, P. E. B. TESTS (transferred from file # 02- 0408.02) Original test conducted per SFBC per PA 201, 202 & 203 -94, now termed as FBC, TAS 201, 202 & 203.94. 1) Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 =94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of double hung window, prepared by Certified Testing laboratories, Test Report No. CTLA -744W &c CTLA- 744W1, dated 10115101 and 01 -23-02 respectively, signed and sealed by Ramesh Patel, P.E.(This test report has been revised by addendum letter dated 09- 16-02 and 11- 13 -02, issued by Certified testing lab) 2) Additional test dated 08/16/07 issued by National Certified Testing lab, test report No. NCTL -210- 3209 -4 for a single hung aluminum window per TAS 201, 202 & 203 -94. C. CALCULATIONS 1 • Anchor Calculations and structural analysis, dated 07- 14-07, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Glazing complies w/ ASTME - 1300 -02. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" expiring on 01/14/08. E. STATEMENTS 1. Statement letter of conformance & "no financial interest ", dated 07 - 14 signed and sealed by Eric S. Nielsen, P.E. 2.. Laboratory compliance letter issued, as part of above referenced test reports 3. Sales agreement dated Nov. 30.2004 between Seasonshield, Jeld -Wen & William J. Gills, signed by William J. Gills F. OTHER 1. This NOA revises & renews NOA # 02-0408.02 ( Seasonsheeld Inc), expiring December 12, 2007 2. Sales agreement between Seasonsheid Inc & J ypn�hW. . . . .. + 1.66anda; P.E. • • • • • • • Product l:oUrol Examiner NOA No 07- 0717.05 . • e Expiratio1b9ate: December 12,1012 AppAvaidate::Oct ar 11, 2007 E -1 • • • • • • . • • ... .... .. •. •.• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • s • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH MANUFACTURED TO COMPLY WITH THE 2004 FLORIDA ANCHOR LOCATION MOWN. BUILDING CODE (WITH 2005 AND 20W SUPPLEMENTS] MISSILE IMPACT RATING INCLUDING HIGH VELOCITY HURRICANE ZONE ff*W). 2. THE NUMBER OF INSTALLATION AWHORS DEPICTED IS A THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR L ADEQUACY OF THE EXISTING STRUCTURAL PRODUCT INSTALLATION. CONCRETEMIASONRY AND 2X FRAMING AS AMAIN WIND +60 PSF FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 3. BMW AS REQUIRED AT EACH INSTALLATION ANCHOR AND TRANSFERRING APPLIED PRODUCT LOADS TO THE WITH LOAD BEARING SHIA(S} MAXIMUMALLOWABLE FOUNDATION S THE RESPONSIBILITY OF THE ENGINEER SHIM STACK T40 BE 114 INCH. SHIM WHERE SPACE CS OR ARCHITECT OF RECORD FOR THE PROJECT OF 1/16 INCH OR GREATER OCCURS. SHI I[S) SMALL BE INSTALLATION. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. 1X AND 2X BUCKS MIEN USED) SHALL BE DESIGNED 4. FOR INSTALLATION THROUGH 1X BUCK TO APED ANCHORED TO PROPERLY TRANSFER ALL LOADS CONCRETEIMASONRY, OR DIRECTLY INTO TO THE STRUCTURE. RUCK DESIGN AND INSTALLATION CONCRETEMIASONRY. USE IM INCH ITWTAPCONS OF IS THE RESPONSIBILITY OF THE ENGI OR SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM ARCHITECT OF RECORD FOR THE PROJECT OF EMBEDMENT. INSTALLATION. B 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL C O D[TtM FOR A SITE SPECIFIC SITE. F SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. THEN THE BUILDING OTF7gAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A • REO.UIRETHATALK�ISEDENGINEER QR AREAND�M I SUBMIT SITE SPECIFIC r S SPECI®QApWWAL BE PPfiED OBTAINED FROM THE MIAM DADS COUNTY PRODUCT CONTROL r • DNSBW • • • • S APPROVESI PACT PROTECtAlIft" p J IS S NOT REOU r . IMPAQ PRO°L'C��T,���r++ f• • 6. WN XA?FR.U4£ MATERIAL• L%W a To • 7. GLASS MEETS WDREQUIREMBiWIOAASTM E13M r • OLASS CHARTS. SEE SHEET S FOR GLAZING DETALL. r • S. DESKGNPA �f' MD'O grgMlr FOLLOWING;- X �C O° W. • •• 0. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. IICLUDINCG BUT NOT LIMITED TO STUCCO. POW, BRICK VENEER. AND STORING. S. INSTALLATION ANCHORS ANDASSOGATED HARDWARE MUST BE MADE OF CORROSION RESWANNT MATERIAL OR HAVE A CORROSION RESISTANT ODATM 7. FOR HOLLOW SLOG( AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JODRS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BOCK OR EDGE OR MORTAR JOINT INTO FACE SHELI. OF BLOCK. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THIS OCOUAENP. S. INSTALLATION ANCHOR CAPACTTIES FOR PRODUCTS HEREIN ARE HAND ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3102 PSL B. MASONRY- STRENGTH CONFORMANCE TO ASTM C-00. GRADE N. TYPE KONG GREATER) MIN. 1.8 KSI. • fKaoOCTREVISED Cob CMt "Nib A�Nr�a No Imp/ L DEMON PRESSURE RATING GLAZING TYPE GLAZING OPTIONS FOR. NEG. MISSILE IMPACT RATING GENERAL AND INSTALLATION NOTES 0340' (NOMINAL ThIC) DUPONT A DOUBLE HIM ELEVATION AND ANCHOR LAYOUT 3 A RYOLASO PLUS ANN. LAMINATED SENT (0.125 +60 PSF �o APBF VERTICAL BECTIONS S ANN.- 0.DW SENTRYGLAS 0 lIORQONTAL SECTIONS AND GLAZING DETAILS 6 1 A I COMPONENTS. BILL OF MATERIAL. AND CORNER ABBY. DETAILS PUB FILM -0.125 ANN. 0-W (NommAt. THK.) DUPONT LAMINATED GLASS CONSTRUCTION CORN BUTACRE +60.0 PSF -00.0 PSF LARGE MISSILE B ER INT AYER.CONSISRNGOF0.125 IMPACT ANINfeALED GLASS. /ODOV IRITACITE/ CAW ANNEALED CLASS 0.340' (NOMINAL THIL) SMUTIA LAMINATED CLASS CONSTRICTION +ao .0 PSF C WITH PVS UNTERLAYER. CONSISTING OF 0.125 ANNEALED GLAS6.10.080' PVB/ 0.126' ANNEALED GLASS TABLE OF CONTENTS SHEET REVISION SNEETDESCRITPON 1 A GENERAL AND INSTALLATION NOTES 2 A DOUBLE HIM ELEVATION AND ANCHOR LAYOUT 3 A SNCLE HUNG ELEVATION AND ANCHOR ULYOUT 4 A VERTICAL BECTIONS S A lIORQONTAL SECTIONS AND GLAZING DETAILS 6 1 A I COMPONENTS. BILL OF MATERIAL. AND CORNER ABBY. DETAILS rx 8 U d U p � 3 0 m lYi K � 53.25" MAX. O.A. FRAME WIDTH 50.50" MAX. SASH WIDTH 10.31' MAX O.C. (NP.) 6" MAX FROM z 46.75" MAX. p 01.0. WIDTH —�{ CORNERS 3 0 o QO O � N fg 4" MAX. FROM CORNERS fo � 14.81" MAX. � N 37" HE MAX. SAS IGHT H 32.D.L: O.C. (NP.) 8 o � � : _ < C X HEIGHT X o o zu �r 19 o o W 76.25' MAX. O.A. _ 3 " 3" MAX. Q > Q FRAME HEIGHT � — — — — MEETING RAILS _ ; ° S STEEL 3 _ a r REINFORCEMENT �� STEEL ? c & 37" MAX. SASH II X 32.75' MAX. X REINFORCEMENT W q U �j a. *a:** HEIGHT D.L.O. 7.40" MAX. � a • • • • • • • • • �� HEIGHT O.C. (TYP.) �� •••• • • • • • fill Yr 4" MAX. FROM • • • � CORNERS � •:•• • • •• a• •• A WEEP NOTCH WEEP NOTCH • • • • • • • • • • • • : • • 4 (0.5'x LEG HEIGHT) (0.5" x LEG HEIGHT) n n a • •: • • • .... ELEVATION ANCHOR LAYOUT • •••• • • • • **:a • • DOUBLE HUNG DOUBLE HUNG •••• •••a•• (EXTERIOR) (EXTERIOR) rw•ucr uvww •••• • •••• • • • •• • • • o7�7•U • • 1809 Da& U r � a m o WS 5125" MAX. O.A. FRAME WIDTH 50.50" MAX. SASH WIDTH 10.31' MAX. O.C. a 46.75" MAX. (TYP•) 6' MAX FROM D.L.O. WIDTH � � CORNERS Z e 88 m UO otlw — 4' MAX. FROM a > CORNERS f o k 14.81" MAX. o 37' MAX. SASH 32.75' MAX. O.C. (TYP.) / ro HEIGHT D.L.O. D O HEIGHT O 5 w � -g 76.25" MAX. OA. 3" MAX. o = w FRAME HEIGHT _ — — — — — — MEETING RAILS w F W STEEL 3' b REINFORCEMENT � �� STEEL a w 37" MAX. SASH 32.75' MAX. REINFORCEMENT z , HEIGHT X D.L.O. 7.40" MAX. X w • • • • � HEIGHT O.C. (TYP.) y a • • •i.• • • • • • • • • • • 4" MAX. FROM • •e.e • •••• • • � CORNERS ��- .• s �•�eei B WEEP NOTCH •••• • • •• e• e• 4 WEEP NOTCH e • • • • (0.5' x LEG HEIGHT) (0.5'x LEG HEIGHT ZJ .": ' " " " "" ELEVATION ANCHOR LAYOU a ••• • •e s e•ei m i • • • i • • • e • • • SINGLE HUN SINGLE HUNG @ @@ • • • 00:00 • (EXTERIOR) MODUCP REVISED • • e aN W7.0717•dr • *Soo • . 00 . �katlr D°h DQ[ 1D.�nIJ •••• • • . • • emu•+" , ew MUM m U 1" MIN. EDGE DISTANCE 1" MIN. EDGE DISTANCE CONCRETE/ MASONRY ° CONCRETE/ MASONRY BY OTHERS .D 1.25" EMBEDMENT BY OTHERS ° 1.25' EMBEDMENT m a 15 15 O o i SEE DETAIL 5 0.25" MAX. SHIM #8x5/8'S.. S a 025° MAX. SHIM ON SHEET 6 T 1 SEE DETAIL 4 1 < t 9 14 ON SHEET 6 � g � � 10 9 9 10 Z 2 0 11 4 11 4 C II 3 U o�W v SEE DETAILS ON SEE DETAILS ON SHEET 5 FOR 72 SHEET 5 FOR _ - -� 12 GLAZING OPTIONS 16 GLAZING OPTIONS 1e N ro a w� 13 13 �`�ol r < 10 =OQ F i 10 U $ ^W 5 5 it x Z LL 9 9 U V 5 i= 76.25" MAX. 10 6 76.25' MAX. to s HEIGHT EXTERIOR 3 INTERIOR O.A. UNIT EXTERIOR 3 INTERIOR HEIGHT S c i SEE DETAILS ON SEE DETAILS ON < s SHEET 5 FOR - 'f 12 SHEET 5 FOR '� 72 GLAZING OPTIONS GLAZING OPTIONS g a •• V • 3 • • • • • •• 10 3 10 :09 • • • • • ON b�TL • 14 SEE DETAIL 6 14 • • • • • • • • g ON SHEET 6 9 �+ ic.* • • 4 p • 000000 0 tvkd.. j 19 2 19 - �"'u• �� • 2 0000 • • •• •• •• ♦�st�, ••• • • •• 0000•• lk • • 15 15 w �a • • • • • • • • • 0.25' MAX. SHIM • • • • • ° 0.25" MAX. SHIM • • • 0000•• ! . • • • • • N QRETE/ MIMY • ° CONCRETE/ MASONRY D • • IjERS D a ' ° BY OTHERS a • D D •••• • • • • ••1.1• • VERTICAL SECTION VERT ICAL SECTION CONCRETE/ MASONRY SUBSTRATE 4 CONCRETE/ MASONRY SUBSTRATE (DOUBLE HUNG WINDOW) (SINGLE HUNG WINDOW) c 1 MIN. EMBEDMENT 1.25" MIN. 0.340" (NOMINAL THK.) DUPONT INTERIOR EMBEDMENT SENTRYGLASO PLUS LAMINATED 1a 7 a I S EE DETAILS ON 3 8 7 18 0.125' EXT. ANN. -.09V SENTRY THIS SHEET FOR PLUS FILM -0.125' ANN. .' GLAZING OPTIONS . m 1" MIN. .� •..� : v 1" MIN. 0.750" MIN. a EDGE e` EDGE GLASS SITE EXT. INT. DISTANCE' 1 " : DISTANCE + v' 3 s 9 10 11 12 11 10 9 .' GLAZING DETAIL i g e CONCRETE/ MASONRY EXTERIOR CONCRETE/ MASONRY (GLAZE TYPE A) U SEE DETAI J a g o L 5 BY OTHERS 18 ON SHEET 6 15 BY OTHERS a a doe 0.25" MAX. SHIM 0.25' MAX. SHIM � Li 53.25" MAX. O.A. UNIT WIDTH rn HORIZONTAL SECTION GL SSS " CONSIST NG OF 118 " / 090" _ o o o CONCCR eio��SUBSTSATE BUTACITE INTERLAYER/ 1/8" ANN. w o i J 5 w) d ZLL Lu V W I 0.750" MIN. 1.25" MIN. 1 GLASS BITE EXT. INT. q a I EMBEDMENT K INTERIOR EMBEDMENT MIN. DMENT � • • ; • to 7 8 3 SEE DETAILS ON 3 8 7 18 /0 _ • • • • �. ;T a. a THIS SHEET FOR v . GLAZING OPTIONS GLAZING DETAIL 2 a t • • • • • • . • " ' (GLAZE TYPE B) • • 1" MIN. v • �.• : ? 1" MIN. • • • • • • • EDGE ED6E . +� ` i ♦'• •DISTANCE � @�� ' Jig • P�I9E ...•.• +... • • • • • • • ' • i • 0.340" (NOMINAL THK.) SOLUTIA LAM. n 2 . GLASS CONSISTING OF 118" ANN. W I IV • • • • • • • . / 0.090" PVB INTERLAYER/ 118" ANN. i • • • " " 9 17 10 11 12 11 10 17 9 e • • • • • CONCRST:IAMSONRY • • : • SEE DETAIL 4 EXTERIOR CONCRETE/ MASONRY • BY OT>1 R * • • • 15 ON SHEET 6 1a BY OTHERS • 0.25" MAX.$HIA4 0.25" MAX. SHIM • • • • • 0 • • •: • • 53.25' MAX. O.A. UNIT WIDTH PkOMCTUWW8 0.750" MIN. • re.•�gly EXT. INT. HORIZONTAL SECTION GLASS B,TE CONCRETE/ MASONRY SUBSTRATE • O.v (SINGLE A W N R�` GLAZING DETAIL 3 (GLAZE TYPE C) i I � m , U a 2.813" 2.856" - 1.785" i .752° � TOP SASH FOR 2. DDT, FIXED SASH UNITS � 3 1.572" 0.758° 1 2 2 �" 0.796" (W 4 2 325' 1.199' 1.199' 1 0.792 17 m 0.302" � 0.937" - rt � 0.937' PULL RAIL FOR TOP SASH 8 Q TOP SASH / N u OD.HJS.H. MAIN HEAD O D.H./S.H. MAIN SILL (D GLAZING BEAD INTERLOCK o o BOT. LIFT AI FOR 7. SASH o: 0.937" --I � 2.775' �� L-- 0.937' - � ,203' 1 d 1.199" . 612[ 1.112" 1.725" 0.687" cz 1.013" a k 2.005" 2.25 0.919' _J_, I T j DET4IL 4 3 N --►� T 17 z OPT. FIXED SASH � �� 2 " i BOTTOM SASH O BRACKET © INTERLOCK P.H. /S.H. MAIN JAMB © SASH JAMB STILE 11 VINYL WEDGE JSED FOR FIXED TOP SASH UNIT L z ITEM # BILL OF MATERIALS ° 0 O � Q. M PART # DESCRIPTION MATERIAL SUPPLIER = o 0 8 ° z c 11342 D.H. /S.H. MAIN HEAD AL- 6063 -TS INDALEXOMUDERS � 2. 11344 D.H./S.H. MAIN SILL AL-6063-T5 INDALEX/EXTRUDERS W z m 3. �w 601GL6 GLAZING BEAD AL4606 3-T6 INDALEXIEXTRUDERS STANDARD 4. BWVSL PULL FOR TOP SASH ✓£ AL- 6063 -T6 INDALEXIEXTRUDERS TOP SASH z F 6 BOTTOM LIFT RAIL FOR BOTTOM SASH b 5. 601TVI TOP SASH INTERLOCK AL- 6063 -T6 INDALEX/EXTRUDERS DETAII. 5 6. 601B" BOTTOM SASH INTERLOCK AL- 6063-T8 INDALEX/EXTRUDERS a s g 7. 11343 D.HJS,H. MAIN JAMB AL-6063 -T5 INDALEX]EXTRUDERS tt 8, JS SASH JAMS STILE IN AL UDERS • • • 9. • •- • PILE WEWWHER/STRIP VINYL o • • 10. • •� • SIL E W CORNING 0.079'iHiCK E • • • • • 11. I V$ VINYL WED E VINYL • 12. -- GLASS, VARIES GLASS VARIES • • 13. - sTEWErAlk, ASTM A -36 STEEL 0000 • • • • (1 /2YjV8•)t FULL LENGTH) " 00V • 14. • ALM ALWMI►1YM SPRING LOCK FOUR(4) TOTAL: ALUMINUM 5 q �•i • TWO () HEAD AND SILL a 01 e 15. -i- • CAEILKING SEALANTS .-.. SCHNEE MOOREHEAD W i • • • i 18. ---- MET C CAM BOTTOM LOCK TWO(2) STEEL --- SASH � • • • (C R ORE 10" FROM EACH END AT MTG. RAIL) • • • • • 17, MOINKT FIAED6AS4BRKT ALUMINUM INDALEX/EXTRUDERS DETAIL 6 • • 18. • .-.-. 1 /4. TAPGpN INSTALLATION ANCHOR STEEL ITW 0000 • 1 BUta tINYt:WEATHERSTRIP VINYL Y0, • • -&A • 08 x 5 /8" P. .H. S.M.S. STEEL rae•ucr �ecwscu wr u. R." 21. #8 x 2" P.P.N. S.M.S. STEEL -- sqa<.•.. tom. se L . R 12- I MIN11 ® [aADE • MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcocleornuiiine. Jeld - Wen 3250 Lakeport Blvd. Kbunath Falls, OR 97601 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 e 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 Velocity Hurricane Zone. DESCRIPTION: Series "6-8" Outswing" Glazed Steel Door — L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03-01, titled "Impact Glazed Steel Door Outswing 6 %8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09 /06105 with revision ° B " 04 /08/06, signed and sealed by James J. Dobrowski, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 of4e "cung Official.. .. This NOA consists of this page 1 and evidences page E -1 and E - as well a? appdovai $ocuinent mentioned above. .. ... . The submitted documentation was reviewed b "' • • ' • • • • y Jaime D. GastoW ? 01 ror- go* ." .•. .•. ••; �N�O 1215.01 J E; A�poa► I16atei May 25, 2011 Approvai.Date. 25, 2.006 Page 1 ... . . . . ... . . . . . . . . . . . . Jeld -Wen_. Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "JW0509- 03 -01 „ , titled "Impact Glazed Steel Door Outswing 6' -8” Lip Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09 /06/05 with revision `B" on 04/08/06, signed and sealed by James J. Dobrowski , 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 Resistant 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 outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195-1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04 /08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI- 61782.01 - 106 -31, dated 01/14/()6, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" dated 07/28/05, expiring on 07/28/10. • .. • Jaime D. Gascon, P.E. Chief, Product Control Office • • • *00 NO-4NO 05- 1215.01 • :Expii atlon DwteA%y 25, 2011 E -1 . • . 1pprovat D6e:?Aay 25, 2006 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . Jeld -Wen. Inc NOTICE OE ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance and letter of "No financial interest' ' issued Jeld -Wen, dated 11/02/05, signed and sealed by Steve Saffell. 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). • .-. . . ,� . • . . . . . . + • aims D. Gascon, P.E. Chief, Product Control Office • • • 064 NOAsNo 05- 1215.01 V Em�" b m 25, 2011 . • . Appr 4 -6ate; May 25, 2006 E -2 • ... . . ... . . ... . . . . . . . . . . . . .. .. • . . .. .. ... 0 . 0 0 ... . . 1 JE ® Steel WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT 37 112" MAX. 74' MAX. OVEFILL UTWM COMPONENTS FROM OW INC. AND ENOURA PRODUCTS INC. FRAME WIDTH FRAME MDTH 36 112' MAX. 35 J /4' dNK PMEL WIDTH z GENERAL NOTES PANEL WIDTH W /ASIRAGN. °' 1. THIS PRODUCT IS DEWWO TO WET THE FLOREA MADIG CODE 3 O t0 NOOLLADWO 1490. 2 LOA DBp CnA TBEAMCHQRED PROPERLY TRAA16FER W ( ? LOAD O 145 STR E IMA6 9. PRODLCT IXTAACHORSCTUR ANCIpRS SHALL SEAS L15TEDAND SPACED AS SHOWN ON OETAa.S AMCHOREMSEDA*NTTOHJSE MATERIALSNMLLSEBEYD ►b WALL DRESSWO ti N ' T ORSTUCCa o = 21 1/6' 21 1/8' o 4. DESBGNED PAES6UREMTING SEE TABLE 1, PAGE 1. 21 1/8 C C MAIL MAX. - _ I THWPRODUCTIIEETS THE WATERAEOLIREWEMS FOR HIGH VELOCIfY 1a1X = DLO. DLO. o -J txIR NA RICANIE ZOAAE T6 D.L d O. w INACTIVE ACTIVE a PRODUCTDOESNOTREOWRESHUTTEAS 10 i5 3 3 / O 3 a °d 3 a 3 O 3 \ � '� Ln RESIDENTIAL INSULATED STEEL DOOR !Common t. .11nBnre arldltlorlsl 3 e 3 w a o DOQRLEAFCONSTRUCTIDN 9- F#ae sheeA: 24 GA (0.02l' min) tdcknese. Ga/vweiad aftWA -525 comm&vWgp&W AKDQD erAST14 620w(MfaverWon**mAmyle/d Owgth Fy(avo) -Vd 27 pat �, o Care Deekm: Expwld d poysryre w uiM f.O I f.25 is dwoky, byJakl -Wen kia z Pane( COrwauaOxL The acOve and amOve panels are corlstroaed Tram 24 GA (0.021'm gm w& W sfvW.. Tlmkmshseebat ' ow a0 `� Ie Bop and bodom mk The Lop raY me wig 1.0'A/ph x 1.6Be' wide. The sleet t t 1 1 •` %aamraYm«asunrafal• high., f .M p 3 z « . • . ftsood Inb the Iikh&W NVs arils which meawm 1.00'N*h x 1.688' weds. The o • . • • • • imwlw cm v4* rYWd wM wAq wWod poyaw om The 4 &W ft weOjod to Mw a a • • • • Si pa"Omns. TTA parwb we as otd for 09 hoopbo DDL AkmW= Ras REF ASTRAGAL BOLT ITEM jl 12 • • .. • • • • - LA>✓rs pkred Bsmpwed wM lsmineled Mpwx f'Ki On , d b door 8 • appJlcaMvne Ile aNOdws aYor b IMmd wiI an e17rlyded a1xr11nLeBr aesapa/ d SWOLE OUTSWM UNIT DOUBLE OUTSV MdG UNfT • • BO'S3 -73 s8OyIMMW1UAArAdbyEndura • �nianreCorta6vga FV frames are corw &Lcted d ftiperkintod prne)amba • • . • • • • 0 moaumbv 4.06'jW-114 . fie haed)waft are morl�d wrdbuIt j*W b FROM THE INTERIOR SIDE V IEWE D N z •►. •• • Wreaide/wnRaFpld NfedwiI (3)16QA7J16'auMV1z2'brwp +In 00000 • • on sac¢ j I he re A Ire sNioO aMadW to a101liwnbe wMh 04- (3) 16QI1 gmvn x?blp sbpfn on eadr sire. The wft use • • • 0ryirraw/n0 adiw4dlrYvaWloldl • • • • • • Glazing: O�, k 1'overell Mdclofess, rLoO done (1) • • • parted 0. 25' ylaas; 0.5 airspace; two (2) penes d R f25' 00.00• .• 1 • mleaWW1ft4 i' dNf61b %dgyrbySGAM&ANNlrawesarMnidred � • ed tiro MBe P- • • • • I I o 000.0• ° o • a • TABLE OF CONTENTS TABLE I DESIGN PRESSURE RATING m < z SHEET# DESCRIP'TbN APPROVED FOR USE WHERE PROTECTION FOR WATER 9 -06 -05 1 TYPWAL ELEVATIONS INF6.TRATMIS REOWfIED - B A WM SV+.E NTS 2 VERTICAL. CROSS SECTION a BILL OF MATERIAL 9 HORIZONTAL CROSS SECTIONS POSITIVE ♦80.0 PSF c.s DW BY: JPR 1 ANCHORWS LOCATIONS NEGATWE -00.0 PSF 9dc CHIL BY: S MACEUANEOUS DETAILS -- OR�N•/G : B UNIT COIAPOmm JW0509 -03 -01 SKET _ L or _�L i F 19 -Item DESCRIPTION Moter +al G c 1 y 1 SIDE JAMB 1 114'x 4 91 16 * FINGERJOINTED PINE PINE Y0 2 HEAD JAMB I 1 1 4 x 4 9 16 FINGERJOINTED PINE PINE 3 4 x 4" BUTT HINGE 12GA .089" MIN ST EEL 4 x " PHILLIPS FLATHEAD WOOD SCREW STEEL \ 2 5 8 x 2 1 2 PHILLIPS FLATHEAD WOOD SCRE STEEL Z 6 110 X 1 112 PHILLIPS FLATHEAD WOOD SCREW L lo x n 7 J8 x 3" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 3 CO 26 f Z SE NOTE i do 2 8 8X1 PHILLIPS PAN HEAD WOOD SCREW STEEL W ? 9 COMPRESSION WEATHERSTRIP 0 -LON ODS -650 3 I Y 5 9 T i OUTSWING 8 THRESHOLD ENDURA ALUMINUM p '� J ^ Zin 12 ASTRAGAL THROW BOLT STEEL ROD 5116 x 18" STEEL tj 2 = w 28 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL R n 30 - 21 13 ON HEAD JAMB o Y1 14 16 Go. 7116 CROWN x 2" LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 0 LJ z 16 KWIKSET TITAN SERIES DEAOBOLT SERIES 780 0 � o = o fN7ER10R ExrEalo 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM W a W w 1 AS TRAGAL. BOLT STRIKE PLATE ON BOTTOM SILL L w- yz 19 2x WOOD BUCK WOOD y io k' 23 SHIMS FOR 1/4' MAX THICKNESS WOOD Q o� 21 DOW 995 SILICONE SEALANT SILICONE �ia r �w 22 22 1 IMPACT IC ASSEMBLY NOA 03- 0428 -02 GLASS i N 24 23 1/8 TEMPERED GLASS G S 3 '� 21 24 3 8 LAMINATED ANNEAL GLASS GLASS a m 25 LOCK BLOCK W000 X 12 LG W D u� ° C • • i • • TOP RAIL FINGERJOINTED PINE PINE o :*so*: • • i • • • • iv 30 2 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL a • • • • • • • m 28 28 S 0OOR PANEI SKIN MATERW (24GA GALVANIZED) STEEL • • • • SEE NOTE 1 & 2 29 A - 525 COMMERCIAL DUALITY 0.021" MIN. THICK 1 • s cd • • • • • • 30 UTE ALUM ALUW" n N •i•••• •• W •• •• �' 27 31 FA SI L JOINTED LVL Fw w • • • i • • LA CH S F! LVl t19. o ••••• •• _•••••• 11 • • 5 33 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL ••••• • • ••••G • • • ci Does :00 • • • NOTES: v v • • • • 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 • • • • • • • • • • • • • ccv Z 2. 2x BUCK TO SUBSTRATE FASTENING MAY e • • • UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA g m� • • • • • • • • 19 #02- 0503.07) a DATE 9 -06 -05 AN,.w�• �M eaa.¢: NTS mr. Br: JPR o.� pOAR bmc. er: 1 VERTICA CROSS - SECTION ' - °'• 05 0 9 JW05 —03 —02 2 (ENDURA # FOB4566 SILL) �r 2 Of 6 i y -/g -om 3/4' MIN. 1/4' MAX. EMB. SHIM Z 1/4' MAX a co SHIM Z AC O 22Z� SEE NOTE 3 & 4 1 /8'MIN 3 r CTRSINK 15 8 30 30 9 31 9 1 g 5 SEE NOTE a3 & 4 5 Lu mUd 9 21 21 11YIE8l4B �,, ❑ CL f _ 4 ti H ]C A mi q EXTERIQB T 19 20 1 32 25 LJ 2 8 4 3 0 19 u 2 w Q HORIZONTAL CROSS SECTION AMB 21 ^ CL 21 A O RH INGE T �B TO SEC " � a a O AT L J 70 BA TIP . CL T. S T W SEE NOTE /1 SEE NOTE 12 ••• 8 17 a •••••• • • /BI1GtAW a • • • • YIACTPoE + ACTIVE NOTES: - +: • • • • • • • • y r i , i 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE 05. (TOTAL OF 14 SCREWS). W. • 2. LATCH AND DEADSOLT STRIKE PLATES MOUNT TO ASTRAGAL. WITH ADJUSTABLE NUT PLATES. + • l + z + c _ y y;_ + BOTH PLATES REOUR£ 18 X 3' PHILLIPS FUTE HEAD WOOD SCREWS. z • • • • • • • • 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 • • • • 4 BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3116" ELCO TAPCON (NOA • • • • • • • • •fig X02- 0503.07) g w • • • + + +• e • •••• 28 29 32 25 8 mo� • • •• •••• • • • • • • r`� HORIZONTAL CROSS SECTION m O • • + • • .... AT �NOURA" ASTRAGAL Z •••••• ••• • aWe: 9 -06-05 • 4000 • • • (4M�s�? SG1E: NTS • • • • /rw o•a. er JPR • • MirF _ _ aOXmc ra.: JV0509 -03 -03 SHr 3 O 2 SEE DETAIL 8 ^ p, � _ SHEET 5 j,.,J¢f�B�'°�' 2 i -�, 1 SEE DETAIL A SEE NOTE t SHEET 5 12.4 12.4 12.4 SEE NOTE I �' 2 ID 6 --1 6' 10 6 1 T2.4 T2. � I 6 U E Q L i - I nm I I t 1 1 c Z Z2 Li Li X 5 r7m Li b y _ n P• _ m TYR SEE DETAIL 0 OD n z= SHEET 5 -, cy U Il v + A A B B -cu c T` N C C Dt co i 00 p v, 2 3 W a a 10 TYR � • ¢ ' u II �� yO 6 12.4 12.4 0 6 37 a SEE NOTE 1 12.4 12.4 12.4 SEE MOTE t � y W m 11 74 � • • • • SINGLE DOOR • • • • . .. ANCHORING LOCATIONS 1 s •••••• • • • 71 W > > z • • ' DOUBLE DOOR ce �: " " '•'•� ANCHORING LOCATIONS ' SEE DETAIL E SHEET 5 u •••••• • •• •• •• 2 • � g.ba •�••� •••• • 14 NOTES: ; • • • •... 1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS °° az • • • • • • • • • * 0 0 • USING (3) 16 Go. 7116" CROWN x 2" LONG STAPLES. DATE: 9 -06 -05 • • • 1.000 • h • ��.uWir •�� SCALE NTS • • • . • • • • • DWG- 61: JPR • • . • • NOM cm. er. TYPICAL JOINING OF SIDE a JAMB TO HEAD JAMB OR SILL F = JW0509 -03 -04 s,�EEr 4 ov � 4 9116 "� 13 2 0 0 y - /B - o 6 z \ M 1 N B O O N 1 112 1 z m m GRILL 318" ASTRAGAL RETAINER BOLT HOLE 13 4 O n TFIRU THRESWXD /MASONRY x 1 -3/8" DEEP 4 DETAIL B w S2 5 3= 6 w DRILL 318" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /APSONRY x 1 -3 1B" DEEP 4 O � 3 o u Lam J G J Q c ~ 4 Wa o 0&0 y' ti DETAIL A N� Z HINGE MOUNTING DETAIL a o Y,, a J 18 Lu DETAIL E Q y m TYPICAL ASTRAGAL STRIKE PLATE >� E a 6 ' 1/2 x 1/4 ALUM SPACER 17 ' Y2 m ••••^ • 7 VU • • • • • _° °• 1/8" TEMPERED GLASS V O •• sN • • • • • • • _�- 112" AIR SPACE w goes • • 1 7 • •• • W • • • • • • • • • • • 00 0.090" PJ8 • • • • WTERLAYER BY • • • • • : • • • • • • • r> EXTERIOR SOLUTM o LO • • • • • *j • • • • 7 h 3/4' GLASS BITE 1/8 ANNEALED �j o • • • • . 7 GLAZING DETAIL 2 f m z° "' • • • ASTRAGAL DETAIL INSULATED GLASS UNIT arE 9 -06 -05 • SCAU: NTs • • • • • 0 fastener Spacing • • • • one E 0eG er: JPR •••••• • go* • nOura Astragal, /8 x 1' PPH WS •de cw. or. • DETAIL C DETAIL D a p5 09 -03 -05 .,. STRIKE PLATES TO JAMB STRIKE PLATES T TYPICAL. ASTRAGAL 9+c[* 5 OF r 4" 8 S 1.82" 1.25" 26 1.21 C7774� (\ S N O O O O U 32 — - - - -- ASTRAGAL SUPPORT L�s —I z 1— -- — 4.563 �' 1 ® N STILES_ AND RAILS 0)i W .089" (Min) LATCH STILE do HINGE STILE (LVL) V OUTSWING THRESHOLD (ENDURA) TOP RAIL (FINCERJOfNTEO PINE) 2 3 O Ti HINGE PART /F084566AA, 6063 -T6 ALUMINUM ELpURA ULTIMATE HURRfCANE ASTRAGAL 2 r 4 x 4 Ar 12 GA STEEL 6063 -T6 ALUMINUM 3 S O � 1.688" 1 314 "!+— co U a 27 1 1.646" cy .021 O 25 a.,ss 30 o f7 4.563" �.� TV W a i Ld _1 W O I D Lj .324" --� to .125" BOTTOM RAIL _ 2' 88,. LOCK BLOCK (12" LG1 QD IT FRAME L STEEL, 25GA MIN GALVANIZED N WOOD JAMB WOOp ALUMINUM 6063 T5 ¢ a C3 0 FINGERJO)NTED PINE _ 13 2.5 18 2.5" g m .•. 19/32 •••••• ••• • • 00 C c • • • • • • • *..o 0 • COMPRESSION WEATHERSTRIP ASTRAGAL SILL STRIKE e c • • ASTF AKA •BAYT HEAD STRIKE I o - -- m • • • • • o� • • • maz •••••• •••• I �r ors 9 -06-05 • • • • • • • • • • • •'• • 18 „ �� ppW + SCALE: NTS • • • • • • i) ere Owc. BY: JPR • • • • • • • • • ASTRAGAL BOLT •• ••• ^ • • 12 MATERIAL: C/R STEEL R00 r7 � CNK By ZINC & YELLOW CHROMATE ow.•+c NO _ �— J6(0509 -03 -06 i MIAMI -DADE COUNTY, FLORIDA MIAMEQADE METRO -DADE FLAGLER BUILDING MM 140 WEST FLAGLER STREET, SUITE 1 603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade /buildinseode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 Velocity Hurricane Zone, DESCRIPTION: Series 6 W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 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; equest of:thi Widi¢gOf This NOA revises and supersedes NOA No. 07- 0731.04 and consistspf this ga40e l: aid hlddWe pages E- I and E -2, as well as approval document mentioned above. • • • • • • . The submitted documentation was reviewed by Jaime D. Gascon, P.E. * • • • NQA Pjo., • 08- 1015.05 _ �� ; •. ; ; • 090r titian Da¢: ;August 15, 2012 • • • Approval:DaA: ;DA 12, 2008 yl� Page 1 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02 -121 L 18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07 -0 73L 04) D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.B. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11/11/2001, signed and y Ra= h Patel, P.E. (Submitted under NOA# 02- 1211.18) ' ' • Jaime D. nseon P.E. Chief, Product Control Division NOA No. 08-1015.05 . " E p'radon Date:. Augug 15, 2012 :'. 4ppr.0m Date• beaemlier 12, 2008 E -1 •�• •�• . ' : :. Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6 WE Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. • • Jaune IV Gaa anon P.E. Chief, �robcl Control Division NOA No. 08- 1015.05 Elpiration Date: AngpSt 15, 2012 . pp; Date: belemder 12, 2008 E -2 •�..•�. . : . ' . . •t• �'•'� '�' •�• ••••t } 74.5' WII. OA FRWE *WV M 70.25' MAX OA FRAME SM J�CN Steel .875 M. A ,25' M .75' MILL 15.5' MAX. OA f625' W. O. WK. OA FRAME 007H 36.625' PANEL PAREL W 8I5' J6 WX OA 1 IN 1YP. PAW WI M PAW MM Hwa Ej NAP �I GENERALNOTE6 gin 82 1 ED 1. TINS PRODUCT a DESVa TO COMPLY 18TH THE CUWaT FLORIDA BUILDING INACTIVE ACTIVE 6' MAX. CODE AND HIGH VELOCHTY H URRDAW ZONE • MVMY RwU1 EMDa 80 W. OAS D. 2. Now BUCKS BY OTHM MUST BE ANCHORED PROPERLY TO TRANSFER MAX: WX. LOADS TO THE STRUCTURE PANEL PANEL MOM 63.125' 3. PRODUCT ANCHHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION N EM BEDMENT TO 8" *TOW SHUT. BE BEYOND MILL HEIGHT iE1GHT AA V, 1 4. �i ON M SHEET FOR DESIGN PRESSURE RAIMKS 81.25' • 81.25 • OLD. � 5 h is fOR �MiZ' zWES. SEE GA' • O • d OW. FWA FRAME 6. DOORS ARE IMPACTED AND DO NOT REQLNRE MUM! -OADE APPROVED WIGHT h IMPACT RESISTANT SHUTTERS. 7. MUtB -OAOE A PPROVED IMPACT RESISTANT SHUTTERS ARE REQURRED S� FOR SIDIELITES, go & HD CA OPTION A BE USED IN A SINGLE OR DOUBLE m PS CONFUMIM L rim F ttcurw: xxP T S� Ef 0.75' a62s' iitirr (DXDt w/ NaM -IwAC? o�H �� NE6WHCiUl N6IAAT�81JO:1000A Kknmgn betteme mrdeuw] 0.825' srlFt V1EtiFD FROM t]7FRt>R o ,� DO QV7S*W IIPACT UNIT (XX) 0 1 F9ae..9hl�S 24 go. (0.020 this, GoMmbW Steil A -525 37.75' MAX OA 1' .F�LE>BEB� .875• 107' WX. OA FJbYE M, A 125' .75' M LL i5.5• MAIL OA g Y cen 0 F y 9mo1Ny - AKDO Pw ASTY 420 eMh orsrnpe moimum yrwd FRAME MOM �' 36 625' MAX DA BAR TIP. SDEWE FR ME M10TH *-0 fy(ae.}.24t00 pw J6' tall OA 36' WIC OA 14' MAX. OA fA06.11011p0: Expmdsd pPA'eb*" w'Ui 1.0 to 1.25 Nu. /cf dsn>J�, by .e75' rYP. PANEL MWM w PANEL MDRR PANEL vim � E1D-11Ek, INC. 1> Dace kwfipw The ocdw and kw&e pomb am constnrcbd from 24th (0.020" rw.) gah maW AwL The face shsst tops and Wdo m am bent 9a ova Me tap and bottom mib. TM tap I* rd mewuse 1.67' ® ® ® ® ® ® WiW 6 Wx a ride x 1,042 high. The dmi bottom roil is mil formed 0.421' golvodzaR INACrK A THE GA steel meoeahqq 1.67 dde x 1.21 high. The sWu of Ma Row sheet am a - mA tamed ardo the a ktch so and Paderom K" hogs as W" so. 80' � NY • 11�Ibrt 1.87' x 1. b O'. TM VdWW oovtty b Hod rMb poyspm TM MAX. WX. • OA OA • • • • • • 1 Sh ow 9 b 8a sosWa w=*K ted rera. from 24GrL (0.020' min.) gohadeed PANEL PANEL 63.125 • The s61h • M j+a edges of Me *0 &W am bad 90' over vw we few Fr0litT MAX. • • • • • • • and gNb j to 8 IN a Td paNb Fm rwded to fo OA 81.25' • 81.25' • D10. • •FRws•a 8a aptaad TrksTy Frame (See duet 7 br gbsng • detoNS} TM *0 h mae ow r/ (TSD om" oompoad on 8a O - 0-v MAX • FEH6ifT. '... • * • • • • f TM trwnea ati owshveted from Po Wwm Poe Jambs FRAME FRAME qea IW 1.25 ! 0.560 The door and iMb Mod All* NEW MECNT S 1 • • • a • • •are•APr6bM and bo tto RM wide Janos wW aHoctad with (3) 16GA 00000 • Y x 7118' amen she • The udb we a sbndwd bump face PsnYw • msowsirg 4e 14M x 1.0 high. TM 8mee" b adodod b • the eetli J w8fxt Y xv 6' aorn rite DO rxvcwu: MO CT r �+ • • UNIT (OXXOT w! iba_ -A.&cr }AREOFIXXMiBI78 0.L�5' 0.75' 0.625' j SWITES WEIIIED •. • • • • sarS c rtcwex: tlA�ACT srrt (XT NO oars: 9- i t -Ot • VUMA MOSS MOM AND BILL OF MAIEWS TABLE 1: 1'R0nL:CT1%RVISHD Srxc Ni.S • • • • • • J Of.M PREP 9411110 -aft MID! a:. aa`^.F::xg �ritib roe Pia[ide Propared By: • • • 111101M NWAMW IS EM 6i:..i5Ca3c tAea. •Y: JWJ A�::^F'rtiw No t ( ( � 1 uID wi Dow Ma (K a )A 40 � � tyf _70 � Ll _ L � S. � ��. � t S. $AFFELL 7 1pM -MMW �� flwfde P. E as 41323 LMaT D= w (132. CA = 04 +57 psf -57 pd y ISM oop.a Shalt. Sue C75 wIlp MOM -MNa M,rweeP, F dk aria Phaa: 31 6690 -1788 wale 0.91 r r A rr M asses Fox•. 321 2 -690 -1789 I i I i s Cy i • a •_ t'��ii.�i �11�]..�i:.�lli. . . � ^._. - � s_r - " i r a �� !• r 11 -.. _ .� IIT eT .- 3 r+ i.� -� -.. 71t f- . ir MR W-1 r 4+ d /� ��(:��/ °• 'Lai YI ?� - � _ _ :. flTr ;! a.flT: +.: :1171+: a.fl�•.,+; �i'�F'T ^.'v ���.1T� " d ��'1 • a is �1(* . �!fa: = Z." YI _ I[ �'� r a E7! '- E'-�E •raTl�itaa�� «�.��a�TT3C•:�� u » -' 7I�3� . - � a ff/ ET-7' "'emu �T'•_#'3E:.tt " � ,..'�I;� -3.a , -•.•.- �������i - ETfi..7�:T (, Ott +Y'T'T ►" I' 2t71.3i' 71LL'�II /dMWAW, 7 a • . � � • ��(�.'. a. T i?,_ �.R�7�7j1:vT.Jl7�.���__�� `j -.:.� ..! �' 7IrSl' �a. �"_. 7�. .3'�.�'IiTC�•.^i= Ti�(.1�(::1l/I 71 ^' ..: ® 4 • r • ��� � . • i 1��IT��"T..��.i.i a :.3. T.i -..11 8 j -i V ° `~ • � ��,�� v �j ;� • . ly. + 71'x:.1 Yl ?? "�i =i��� la ., qi • • ar r t • a'w � . !.:7litic .,, T r a :1 • r L'' i SEE NOTE 4 PRODUCTREVL� 19 4 5 7 1 15 1 B 5 B J TD SEE NpTE l & �` • Buddmg ON SHE 4 T 4 ON SHE. 4 BY i` lfCamaoi , PANEL THK • , p S jE .. r % �• \\\ $ E 1 0 0 EEA11 5 1 5 ��� ► 6e >< • � ON SHEET 5 SEE DEVIL 5 '• CONCRET;/ CON SHFE'T 5 Br OTtM �-�.�' L S" a " ra [� t}a�lzonlrAt s aas• wx > Lso° w� Er�eED. cwt � "'so• Narc By OTTERS EIwBED. M SEE NOTE i ON SHE 4 ASIRACAL TWW SM15 (2) TM4Q (1 EACH) 1 15 1 7 5 7 1 1 21 4 a31 DM x 9.0 La AT TOP E BOTIM i • • • • Q UM ACME Id • • • • • SEE NOTE � • • 1 SHE 4 oe PRODUCTREVISM • • • � • • • • / // / j/ / j/ j% � �. � f 0 as c�lvins wun lee Flmi i • • • atrtm = =g coax i • • • • 1.75 •N1 / 1 Aex;,.nacs O •4a SIR • • • • • • • • PAtEf • • • \ NOTE t1EY 24 Sti 1H1S E1cv as L TZ • - • • • • • • • ` _ YEW FOR CLAWY • • • • • • ri1YiS.Ja • • • SEE •10E 9 -11-01 • • • • • • • • SEE NOTE 4 • • • • • • • •dt SHE 4 4 1 ON MT t0 1 1 AWab yGtl Mrs • • • S1EE7 va ar ,w • • ua W. a SAFFELL �tlORIZON7AL C ���� N naa:� 41=3 .� � wo Owft cu PC LLC S-2104 t plaw 321 m 1788 a lamb. �[ y r i a Feac J21 —M-IM am $ 3 SEE NOTE 4{ 9 4 5 7 1 15 2 4 1 6 5 B 3 2 9 44 14 SEE �IE 7 PRODUCT REVISED ON SHL 4 CN SHE .c rya "uh d e Florid. No 1AuTd0g Code 4 0 t E�BmB gy SEE MOTE 3 1 ca�e1 ON W. 4 31 EfIERIQR 1.75' IK PANEL UMG 3 SEE IXAZNG / / \\ io + �3 � \. S N OTE 2 vErm SEE NOTE 8 \ \� t0 SE NOTE s 1 1 N ON 4 SHEET / j � �\ MM 6 4 ON SHE. 4 SNf SEE DETAII 5 J "" ON SHEET SHEET S oN SHEET 5 a75' SEE GL42M a7s• 3 „ 3 OETAM$ SHEET 7 Q 1 T C71 HORi NT PRODUCTRMSED SEE ME - a cer -F•i� wilh 16e FWrid� ypp /\4 G vc 1V0 !. SPACNG FOR M 26 THE 10 x 1' PPM SCREWS ATTAC1N1Ni THE NIPERNI. ASTRAGAL i0 1NE MOW DOOR S W501NrT 3 19 4 31 ON SK 43 3 r� iYOa u ! By OAVS AS FnuaMS 1.0•, 2.5", 4.D; �s ; 13.0' ia a 2 & 0' 2 SPACM FOR BEM 123 THE /B x i I /2' PIASCREW S AS FOLLOWS: SEE QAZM 1DP ROT1Dft IMMY, SWErITE 8M le N FROM EACH CORNER. 3 3 4 DEE" SHEET 7 ON lw 3.0; 134. 2&0'. 310' SZO' R 83:0•. •� 3. SAiCNG M MW 131 11E 18Gr1 x 3/4 XMD IM IMIL AiTAdM Vii#' MAIM MM TO THE SIDaff AND e . • • • i REY JV 1W IM X 1' &W IN NAM. ATE40M I E MUMUION GP TO THE MUM BAR MERAC+YI.Y, S AS \ a 125' am EXTERIOR • FOLLOM 9 in' a ealmlr►Xr�aTO ALr Q�1Ng 3 A a=LBMM Ur w FMM M OW40 VAI ; . • \ MASS IW • . • • • (1) ME YD- SNAN --- • - • • w i y QMM ROM & MALLM UPI 1.25' nM EACH 00 & SD! YORE •. • WMYPVM ON 'RE • ' *9900 4. WHEW ATi40" RE 1U THE 4w AND BUCK L E MW 1125, A IS x 2 112' PFN MW SCREW a \\ ~:. t INTERIOR • • . • =RE SMOO MAT& TD TIE JAYS AND MGM JAMB AT THE MUM USE MOW J24, A 1 8 x 2' . • • • i • SAMCM4G FOR REM 125 THE /� x PFM Wow SCREWS ATTAmm TIE AWLS TOGETRER AT TIE MULLION, •• • \ S &0' xFiMDlI ♦fWM CORNER WMTM (4) YORE SCREWS WALY SPNCED ON THE FTETD, ✓ SEE NOTE HE SDEtRExR1NEi. 2 i • • • • & T S6 = 400 %" THE SMEUTE JAYS W/ 10 120 SNW E CAULK ON NO SMES AND \\ ON SHE 4 H RI QNT 1t0 SECTION S 3/B• ON 6 RMM SECURED ON OEM 131 MD IM NHS x 3/4' LONG SEE 7. 00 TW WWl�i•RF•JMMB AND BUCK USE M 127, A /10 x 2' FM SCREW. *0 ATTACHNG a� \�\ ON SHE A� • • • • • THE HNWL•1p THE JMi UQDi$TE JAYS AT RE MJUM USE 101 /14. A 110 x 1 31 PFM M SCREW, twe 9 -11-01 • • a VAW;fm Rol 10 I ! /6 x 1 1/2 MOM SCREW (TRM6TT' UVAWQ S AS MUM :. SEE aw 5 pspane � �oNC lLLS • YFR71G41 Yr J 2S : i &0825 , 326!25', 47.5615' & 62625 • ON SHEET 5 • • • • • • Sma I TOP & MaTmim TNE ONE (1) SCREW AT 4.4375 • ° 025' YAK Wes- aw m: JWU 4ff 9. M MISM AiM MOM OF ML WINT PERIVROVICE ClMPoICTERSIKS CAN BE SIAM ('j�0� cm W. S. SAFFELL USED UPON AFFMAL OF THE ARCINUT ON MM W RECORD FOR ME MW OF NVSTAI.IATiON. ea. a la USE M31 151 Ma MSULLM 10 WOW SMN3STRIITE AT HEAD 4 JAMBS. USE FU /25 TT 0 MUM #M i.50' INN �' :a� a aa� PrA 11C m 6-21 swk C25 YUM LM USE REM 116 Wl*X 06MUNG M CONCRElE/1iWW RMSfldMTE AT MOM S!" Film 0. ti Film J21 - 090 - 17th m ar.•. nw..rw. xa a.s I. 321 -M0 -1780 a+ar e► �•--- 74.5' MAX. OA FRAIN MIOIN --�J 7023 AMX OA FTdNE mm I SEE OETAr 2 I a m�r�s � � i'� ON INS SHT. sollbvg co& SEE DETAIL 4 YeepuaCamd ON TINS SHY. 4.5 IYP. 9 TIP, nNi000 5 " 9' TYP. 12.5' 3' TIP. -.{8�• 8' w 3' � }-- TIP. >�• 3' "I —{ r 1 11P{ f4 3 W E?N 4 L 1 � B' TtP. t{ L ON 1 SEE INS SHE g IL I fu 8" TYP. —I 1 1 1 III 1— 7.375" — — 7.375' Id g w 5 I l i 9 � T vp. . � kT w . 3t, 3 — SEE MOTF 3 5 SPACES ON SHEET 4 SPACES 011851 SEE OETiMt 5 0 1385 �QN TINS 9NL 8125" SE I SH Y. 5 — 81.25' MAX OA OA FWA 1 I 1550' r HEK 1T _ 5.SO'I I — WIGHT = 31 _ 31' �1.825' 1 — ` 1s 825' 18 TW. Tw. _ — uc i *8xuh pn f9aad� tl B �iks,5 c:Ju 3' IV. ` 3' TTP. --� �- (I 3' TV. BY A .oAod��ot To .... -' _i r TV. -- 1 3 TYP - �i t— r m. K..zj — • • • • • .15 INN. •... i _ . c- sINIT. • SEE . . . (IN TTNS SHT. .:.... • OIM1BIt 1?Q71t AYINNkJT sw m ANCEIOR OCATT= SMOLE DDW NM mam 10CATIONS ` • • • • • mIt ••••• •••••• • • 185 sff •••••• •••• •••• T8 14 , SEE NOTE ON SHEET • • — \ 7 SHEEP 4 • aaa•ws •1 \ • • • / 1 • • 41 y // I COUNMRSW DETAIL ANCHORS • • • • • 8 550• i I 4 530' ; 4 2 u•e • 4 ••• 8 • • • • • • SEE 9 -11-01 NOTE aoKC NETS • tk�orad a �� / • •� �\ / 7 4 SHEET 4 pap ar JW • er s����87 we aw S. SWELL nwr v. c •a arm paa�M aa: DETAI 2- O HEAD anal OETAY 3- O n S 5 ASTRAGAL STRRE PLATE ASTRAGAL STRetE PLATE HINGES TO AIB Q ODOR 911WE PLATES TD ASTO" mw fi 4AW �� atrrr Foc PRODUCT UVISED r canglying wiib *A Florid. Tiryuam Dnep(Z 1�-- -- 10r WX. OA FMW MM ------ 37.75 MV. OA .{ -k i r F WAC WIN 1 Divillon Pmdwtcaaue+ '' SfE am 2 ON SHEET S 4.5' IYP. 4 16. 41' rm. ON sT 51141 . J, —i F-- 3 TYP. 1 +i 1-3 M. ON L '�yp — %W 5 8�' Tw. (i t t i I 1 t 1 1 (� _ T.375• 8 TV. 6 ' 51 b 5 TT't T1p. 1YP. _ 8 5 SEE NOTE 5 31' SPACES r 31' x SPACE5 � ON SNEE/ 4 _ • 1.1m 0 13.85' SEE am 5— 81.25' SEE oulw a 81.25' ON S►w 5 w, ON aw S wx OA 11 FITAIIE Z 1 r FRMIE 5 blo'I I 1R7tLR Ss0' t 11ETGNT 1 7 — JT• 31' 8 g XV5 1 L JG625' 16 7tP. � • � i t i F t 1 • . • • 48• 8.58' PRC�?:niti:�sEo �� �� 3" TYP. J' T7P.. • . • .. • . • • r TYP. 4 r TTp r TIP 6 py • i . • SEE METAL 3 .i••• • .• .i •!•! • • ON SW 5 i • • • • rw •Y C DOOR mm S� � Mm1OF1 LaxnOM • .. • . • • • • • .. • yip fIdOM piTf.AIOR 9-11-01 ••.••. • Rp. �rwtt: N.LS ••.• .....s � • .. i • • . • VOL W. JRJ aft W. w • w • • i � 1..�cC. O alau pry, LLC S-2104 stag arwt WM CIO Rwxw 3ti EIC -tTE! Ir sew Fae Sdt -NO -1701 a-L • • s • • • • EXTERIOR ),1 p � - TE W. GLASS TMCKNESS ,, INTERIOR CLASS an SEE NOT 2 0 (9 0 , a s am .. FF= C13 •••• EJFfER10r3 • • . � •, f. lML • :,. • •: '•i GLASS 1w 0.75 ALP SPACE • • • • • • • 75' x .50' NQERCEP7 IMTERIO$ • 0.50" STE[1 SPACEIP • cxASS • • • • • sm • 5 SEE N07E 8 •.•• • ••. W. 4 ••.• • •• rJxf� tx7l� J • • • • � T�IIT1/ L17E FTtY� • • • • . • 1' MVSmnv TEIIPM GLASS • • WPM EU -5007 0 0.125' 7W. GLASS 0.125' TW. GLASS EXTERIOR INTERIOR ge fT,CDJCf P.&V1SED . cxs;y:ay Mth the Fiord. Bcslrai€Gn4 S A,. ,« N BY MM-1 Control Divmw a so` WL a 12S' raw, UW GASS 11EU. QA sr� 0. 125 raw. 50 25' ..50' GLASS GrAs � SPACER 0. R SM NOTE 8 ON SHf. 4 T�tY tflE 112' NO MAIM Tf►VM GLASS UNW VJ -5007 yin.: RLf.N � �A� � � � ON— 1. G •nt 41=3 ut PIG S -2104 Ian µW nt Fho„a 3211-400-170 40 nrt o.t�,r t.rrr. s..•r forc 321 - 990-11 am 7 as a so` WL a 12S' raw, UW GASS 11EU. QA sr� 0. 125 raw. 50 25' ..50' GLASS GrAs � SPACER 0. R SM NOTE 8 ON SHf. 4 T�tY tflE 112' NO MAIM Tf►VM GLASS UNW VJ -5007 1.sr � � : J--T r�sr � 4.5825• � 1R� �>sm 219' B ddWa C .an me awie. 111 �ij!�i� 1. 00• too• 1.042' r / %/ / %/ x 73' iii ii —i —� 125• // // / By f2 � ra , 9. 13 PON�OOSOSA �7 lK F 11 �t L u RAY —� u.r1m 2 3 P1H6ER JONO 4 /4 ppt Fps -It-- 0.125' i 1 45L f 0.50' 1.54 1.54' 1E x.5 a1�• t.75• -.( A 1- 1.75• Or r z52' � 10 SCENEGEt G-tON OaS B3o • gram 47 YPROP �J?dalE POItPROP 1bF x IV LONG 1.50' 1.23' RW' 1.11' 0.87 O. M ' } "'j 0.82 © � O 0 0 Z 14'1.01 o o 1.fS' 2SO• iJ4' aA7' LOW t �LSTR 9, L O m x.3125 � a � O O L OK x 9 IONC UM. 1 1 ON W, 1 DN BOItttll p 1° O --� 1.375 �-- f O O • 7'1 N 1.30 0.09r F- 4.000' --� au ASIBdt{4L aft RATE Lam • 41 8123• 5J 28 18lLll 3 NAGER gr BUTf N111� •. •, • • • •, • � O Sim rxenocraavtsFA @M (0123' UM) O4' x 4`x ao9r 1}ML srm • • • • • ' •'•'•'•'7T ^' 11.873• 1.71 • rs wnplysig .vial do FlOn l ..... ... r l�_oaC •. ., A-wi —tu i4 els •as 1.00 .... to n• -�����.. ass• �I rr .. • • , • 111RiMYARE USED 4.041 • • , • • w •. • • • • L • • 4.00• A N000 WSERi POW � • • w • • • // w+e 9 -11-01 • ••• / • •, •, • • /i // gxpaW ty T.S. ••• •i • N ono • m • / // •a a �iii.' nnc a S S#TEU Ilm I= RL= 15 rw. ►. t wa ♦tits � � wou FOW Jam PONDEROSA PW tax �+�l�.l sw, C76 PR UC 5 M+r+p, rt:w. iuw FM•le J21- E10 -17a6 a••.r w rt.ar. r xaw Foc 321 -M-170 •m or Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 132703 Permit Number: WS -10 -09 -1782 Scheduled Inspection Date: January 19, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: HOWELL, SUSAN & WILLIAM Work Classification: Window /Door Replacement Job Address: 70 NE 101 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013134 Project: <NONE> Contractor: A CLASS BUILDERS INC Phone: (305)300 -2233 Building Department Comments REPLACE FRONT DOOR AND SIDE DOOR WITH HURRICANE IMPACT DOORS AND REPLACE ONE BATHROOM WINDOWS WITH HURRICANE IMPACT WINDOW Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 132509. CREATED AS REINSPECTION FOR INSP- 132280. Not Ready NB Exterior paint does not match house. NB Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 15, 2010 For Inspections please call: (305)762 -4949 Page 13 of 23 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 131309 Permit Number: WS -10 -09 -1782 Scheduled Inspection Date: December 11, 2009 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HOWELL, SUSAN & WILLIAM Work Classification: Window /Door Replacement Job Address: 70 NE 101 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013134 Project: <NONE> Contractor: A CLASS BUILDERS INC Phone: (305)300 -2233 Building Department Comments REPLACE FRONT DOOR AND SIDE DOOR WITH HURRICANE IMPACT DOORS AND REPLACE ONE BATHROOM WINDOWS WITH HURRICANE IMPACT WINDOW Inspector Comments Passed k�dA bt // Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 10, 2009 For Inspections please call: (305)762 -4949 Page 17 of 17