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WS-10-501 Permit NQ. . . 4"W' S �wRus Miami Shores Village Permi=t Type. Windmilraf�1 n 10050 N.E. 2nd Avenue � � Work Cjessi#cation. Door ftpbe Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Permit Status Pk6 Issue Date: 412612010 E 10 /23/2010 Project Address Parcel Number Applicant 58 NW 104 Street 1121360131060 Miami Shores, FL 33150 Block: Lot: CAV HOLDINGS, LLC Owner Information Address Phone Cell CAV HOLDINGS, LLC 91 W 64 Street HIALEAH FL 33012 -2663 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 COLTRAIN CONSTRUCTION CO (305)285 -6723 Total Sq Feet: p Type of Work: DOORS & SHUTTERS Available Inspections: No of Openings: 3 Inspection Type: Additional Info: Classification: Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice # WS -3 -10 -37396 Education Surcharge $0.20 04/27/2010 Check #: 1366 $ 276.60 $ 0.00 Permit Fee $130.00 Scanning Fee $15.00 Technology Fee $0.80 Work without Permit Fee $130.00 Total: $276.60 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: 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. April 27, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 27, 2010 1 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 142932 Permit Number: WS -3 -10 -501 Scheduled Inspection Date: May 19, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: , CAV HOLDINGS, LLC Work Classification: Door Replacement Job Address: 58 NW 104 Street Miami Shores, FL 33150- Phone Number Parcel Number 1121360131060 Project: <NONE> Contractor: COLTRAIN CONSTRUCTION CO Phone: (305)285 -6723 Building Department Comments INSTALLATION OF TWO NEW DOORS Inspector Comments Passe CREATED AS REINSPECTION FOR INSP- 142514. CREATED AS REINSPECTION FOR INSP- 142297. Work covered without inspection. NB Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 18, 2010 For Inspections please call: (305)762 -4949 Page 19 of 29 Caple Design, Inc. 678 NW 124 Cr Miami FI 33182 Ph: 305.815.1643 Fax 305.225.9744 capledesign@gmail.com May 17, 2010 Mr. Norman Bruhn Structural Inspector Building Department City of Miami Shores Re: Residence located at 58 NW 104 Street, Miami Shores Fl 33150 The masonry jambs at both sides of the door located at west elevation of the house of the reference were reinforced with 2 # 5 vertical reinforcement bars at both sides each. These vertical #5 bars are embedded 6" into existing concrete below and 6" into concrete tie beam above with epoxy Hilti Anchor Adhesive HY 150. Regards, Sw 1� -z-o�o Carlos d Pino, PE PE 5988 COLTRAIN & JONES, ARCHITECTS, P.A. o )a V )E g W )3 Tel (305) 285 -6723 Fax (305) 285 -6722 A' 2000 V\IS 0 Statement of inspection BY: ... ...... ... .... .. 5/6/10 ¢ 1 1.13 Re. Structural inspection d L t � b. peL.V(4�.( t 1A y ec4L 58 NE 104 street l! Miami Shores Village, Fl Dear, Building Official I have inspected the residence and the structural components in regards to the door jambs. Both side of the door received #5 steel bar and concrete, I do have photo's if you request to see them. To the best of my knowledge and professional judgement the structure and components of the structure are in accordance with Florida building Code as it relates to door replacement and steel placement. If you have questions or concerns please call my cell 305 970 2472 P train Architect AR 13380 Signature of Notary Public Date A) •�� P " ENRIQUE CMU �'• +' MY COMMISSION # DO 952963 Personally known to me * * EXPIRES: January 18, 2014 � F�p�oY Bonded ThN SWO NOY Se( Mq 535 SW 8th street Suite 100, Miami, Florida 33130 V41 Miami Shores Villag 1 mu Building Dep artment g 10050 N:E.2nd Avenue, Miami Shores, Florida 3313$ MAR 2 4 2010 Tel: (305) 795.2204 Fax: (305) 756.$972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No.m — s PERMIT APPLICATION Master Permit N o. FBC 20 Permit Type: BUILDING ROOFING- Owner's Name (Fee Simple Titleholder / !l L-� Phone #� - rs3 3 f `x''71 (/-Q tl OAF— Owner's Address �� /iQdi City — jjV/r G( /411( (" p+4 1. GL Zip 3 . /3 9 Tenant/Lesf ee Phone # Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # ( 1 x 1 4 0 ? J Q Is Building Historically Designated YES NO L Flood Zone Contractor's Company Name 61-7 " ra,1) g i /?,V ZZ 0 0hone # Contractor's Address �j' ( /l// y ?✓ g> /W s ".--- City W % AIW State Zip Qualifier Name �/ Phone # �U Z, State Certificate or Registration i'. 60 B L3 Certificate of Competency No. Contact Phone - Oz-A -��(.7 tie s z _ E -mail Architect/Engineer's Name (if applicable) C . i &PU Phone # �— Value of Work For this Permit $ - Square / Linear Footage Of Work: Type of Work. ❑Addition []Alteration QNew ❑ Repair/Replace ❑ Demolitio Describe Work: d �'► a a / � 0 � Submittal Fee $ - o l Permit Fee $ CCF _$ • (N CO /CC N otary $ Training /Education Fee $O.1 Technology Fee $ o " Radon $ DPBR $ Bond $ Double Fee Violation date; Stru ral Review. $ Total Fee Now Due $ See Reverse side -> Bonding 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 secared 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 incompliance 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 f a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. _In the absence of such posted notice, the inspect will of be a pr ved arZd a pection fe a will be charged.. L Signatur Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this I The foregoing instrument was acknowledged before me this day of 20 by day of 20 /, by who i `personall �o me o ho has produced who is rsorially known to me - who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print:. Print:,,��tt My Commission Expires: My Commission Expires: ��y.•• *��C Var�Y1'llVp�ey��RY IU G�N �� F .k M1 WIYIM fUYTJ4aW yA��.•••,��C+ EXPIRES: January 18,204 * * 8f APPROVED BY '��U Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) 03/31/2010 13:18 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 x x TX REPORT TRANSMISSION OK TX /RX NO 4838 RECIPIENT ADDRESS 93052856722 DESTINATION ID ST. TIME 03/31 13:18 TIME USE 00'22 PAGES SENT 1 RESULT OK MORE V �x` ' °3z �, M iami shores Village Building Deparitment ■Oil '�'�- ff lli� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 0 ID Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -501 Job Name: March 29, 2010 Page 1 of 1 Building Critique Sheet 1) Plans must show that the openings are being altered. Include details for new filled cells and beam repair. 2) Wind load calculations must include Zone 5 size and distance to corner for doors. Opening 2 appears to be in corner zone 5. 3) All altered openings must be impact resistant or covered with a permitted shutter. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 1 3 .SNoRFs y Miami Shores Village eggs Building Department 10050 N.E.2nd Avenue L�� Miami Shores, Florida 33138 JPLO 8 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -501 Job Name: March 29, 2010 Page 1 of 1 Building Critique Sheet 1) Plans must show that the openings are being altered. Include details for new filled cells and beam repair. 2) Wind load calculations must include Zone 5 size and distance to corner for doors. Opening 2 appears to be in corner zone 5. 3) All altered openings must be impact resistant or covered with a permitted shutter. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 , �NoRF S Gf Miami Shores Village l.,. , ,.,,, Building Department 10050 N.E.2nd Avenue �. Miami Shores, Florida 33138 FLORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -501 Job Name: March 29, 2010 Page 1 of 1 Building Critique Sheet 1) Plans must show that the openings are being altered. Include details for new filled cells and beam repair. 2) Wind load calculations must include Zone 5 size and distance to corner for doors. Opening 2 appears to be in corner zone 5. 3) All altered openings must be impact resistant or covered with a permitted shutter. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 .5N °RFS G Mia mi s hor es e V llla 9 move Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LORiDp Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -501 Job Name: March 29, 2010 Page 1 of 1 Building Critique Sheet 2nd 1) All altered openings must be impact resistant or covered with a permitted shutter. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 SNORES 193i s hores xc Miami V t. G ,,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 pXORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -501 Job Name: March 29, 2010 Page 1 of 1 Building Critique Sheet 2nd 1) All altered openings must be impact resistant or covered with a permitted shutter. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 MIANIT-DADECOUNTY, FLORIDA METRO -DADEFLAGLER BUILDING BUILDING CODE COMPLIANCE 141) WEST FI-\ LER s SUITE 1603 PRODUCT CONTROL DIVISION i FLORIDA 331307 -1 �3051 -,7 75-2901 FAX(305 NOTICE OF ACCEPT-k-NCE (_'NOA) Q�Jeld - �Wcn: 5 3291Makeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued U ^ de, 11 JC) Ile ! 7 L The documentation submitted i 1h N'.._,_. Dtcl Pr J C D : .' on etc: cd by the Board of Rules and Appeals iB0' tO Ne used in Nlianij Dud_ 1L'can and other artUs vhcre allowed by the Authority Having Jurisdiction (AHi) This NOA shall not be valid alt the expiration date statlec! Th e counly Product Control Division (In Miami Dade County) , Ai, i t arc!a� c-Cl-LI -, ',l;,-n: have this product or material tested for quality assurance pUl If this PCOCIUCt OF r1`_`tCfid fa:1,, to pertorni in the accepted manner, the manufacturer will inL?ir the expens,- of such testing and the AHJ may immediately revoke, modify, or suspend the use of sucth roduct or material within their jurisdiction, BORA re�enes the right P C, to revoke this acceptance, if it is determine-d by Nlian-,I-Dade County Produc Control Di; lision that this prcid'lct Or material fa ils to meet the r_-qu I rlen tLs �C [I _:,- Ii7, pl I Ca'D e 6 i h-1 _ �Odle. This product is approved as desCribed Ine-rein, and has been deslgzr-d to con N,v ith the Florida Building .de. including the High Velocity Hui rscan: zon-, ------ DESCRIPTION: �Seies "6-8" 0 Glazed Steel Door -- LAI.I. APPROVAL DOCUMENT: N J N_0_ tided Q, c . . I I rc%islon 73 Lite", sheets 1 through 6, of rreDaredbv Jejd-V-,'en. ffic.. clated G9/0(.-/05 xitl ti 'be. 1 rn i - D d e C_ � u o & c. � C o n i fo 1 A - 0 * 1 C I D scaled by James J. Dobrows' E., 2 P, U1 ••Y•• Notice of Acceptance numbor diate bYr ih,_- N-liarai-Da dc Count Product Con! br, i :06 • MISSILE IMPACT RATI,\G: 'Lard.., mr- S3-mall Missile Impact 0 000.0 LABELING: • Eachunit shah v� �tl 111i�'!'_!_�] ._TT 'I. 0 0 0_1 0 000600 following statement: "Mian 7. other,�bl 469 ••••0• 0 0 ' Fen 0006: RENEWAL of this NOA ml C�,,' cv� al ippll:,-aticn hasbcn r i l ed -, P' I � 0000 change in the applicable bui ccd n-_.1 -A -"-:-ly � the perifor-m-anc-C of this producL* • • 0 0000 TERMINATION of this i"' materials, use, and/or manljfacl,_Jfc of th-�- DT"DOUCI Or Process. ylist.se of this `tiDA as an endorsement of arry p ro d uct, fo r sales, adv er t i s u ot 'i. 2 D o e. shal a u t o i i ia f:i c a 1 1 v t a t iu 1 M' s X A. Fai t 0 co= with any section of this N0 f 1 1-c C al !:C ft'or terra ; ,,t;On and rc-noval of N V Cuunty� Florid. �arul foll-, b% 1 ord Niiarni-D:Iz� ADVERTISEMENT: Th- 'cl ;< the expiration date may be _G M 1"k, CC li-, � Y ):-t'on ol N�O�A Ji the , i� ", T D I I a�, ed- then shal I be done in its entirety. INSPECTION: A copy o.. ni cmti No A s hall 17)c prop idea' to the user b, tliL mmliiufaculirer or its distributors and shall be available fori;is,, 1::c3!1 a *1 � io'Dsite pit the_ requ,:-st ct nAC Building Official. This NOA consists of this page 1 aft Icn idzticcs pa-21 E-I a i h a, %vell as approvaldo -uroerit rnentioned above. The submitted documentation a, -d by Jainie D. Gasccr.. P.E. NOA N 05-1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Sno(es qe Pa I Villp Y-am, APPROVED BY DATE ZONI 1) E`7 APPR OV E? ONI N G 'F I" M a B 0 Y e DATE DE PT 'D r- PUANCE VOTH ALJ_ FEDERAL N..Y S B LD LDG SUBJECTTO CGMPUANCE \MTH AH FEDERAL 1 STATE AND AND R EG ULAT I ONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t t 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. d 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 x 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 11104105, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 • • • . . see* 0000:e 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 ar pr ColdreV : " "' t Interlayer" dated 03/04/04, expiring on 03/04/09. • • • • 2. Test report No.J99006660 -001, dated 04/08/99, for "Surface Burling gharacteristics ....:. of Building aterials" • • • • • • g per ASTM E84 -97A for the Dylite Expandable.Polyst�rene, • issued by Intertek Testing Service NA Inc. ' ' • .. . Does . • 3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition D • e • • 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 01/14/06, 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 NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 E -1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F• STATEMENTS 1• Statement Letter of conformance and letter of "No financial interest" dated 11/02/05, signed and sealed by Steve Saffell, Issued Jeld -Wen, 2• Statement Letter of conformance and letter of "No financial interest" issl ed b Davi Evans and Associates, Inc Mated 11/04/05, signed and sealed by James obrows d P.E. :r kt, G. OTHER �• Letter form the consultant, dated 03/24/06, stating that the product is in complianc with the Florida Building Code (FBC). 0000 0000 000000 . 0 • .. • 0000.. 0. 00 000.00 •_ 0000.. 0 0000.. 0000 .. 0 0000 . .. 0000. •• •• •• • ••0••• • 0000•• • • • • • • 0000•• •000.0 • • • • • • • • 0000•• •• • 0000 • • • • 0000 tY; L Jaime D. scon, P.E. Chief, Product Control Office NOA NJ05- 1215.01 Expiration Date: May 25, 2011 E-2 Approval Date: May 25, 2006 JELDrWE1,,& Steel WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR S 8 OUTSMNG SINGLE OR DOUBLE DOOR UNIT 37 112 MAX. 74' W. OVERALL UTILIZING COMPONENTS FROM OW INC. AND XNDURA PRODUCTS INC. FRAME WIDTH a FRAME WIDTH 3 3/4' WU. 36 112" WWX PANEL WIDTH PANEL WTOTH GENERAL NOTES w /ASMACAL L THIS PRODUCT IS DESMED TO MEET THE FLORIDA BUXOM CODE I IF WOO D SUCKS B I! ?. WODDBUCKS BYOThEA6, MtiSTBEANCHORED PROPERLYTO TRANSFER PR DTOTHE STRUCTURE PR i B. PR OD U CT ANC SHALZ BE LISTED SPACED AS S�fIOINNON DETAS.S. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUDCO. o = 21 1/8' JACTIVE G� 4. DESIGNED PRESSURE RArWO SEE TABLEIPAAGE1. 21 11 8* o w WU1. HfJRRIGANEZ(X+tE STHE WA TER REOUIREMENTSFORNIGHVELOCITY 1& D.LO. x D.L.O. . W INACTIVE a PRODUCT DOES NOT REQUIRESKn7ERS r3 z 3 O 3 b 70 3 3 0 3 \ a REWENTMIL INSULATED STEEL DOOR (Cannon to ap frame conditlonaL r 2\ q v DOOR LEAFCONSTRUCnTCtY sheets: 24 GA (0.021' mkI) Nhkk um. Galvanized steal A-525 wmmercta om# IyAKDQParASTA462DwNhaveWmWoxy "*Id �• ^�• strangth Fy(ave).30627Pet Cora Deslari: Expanded po&sWyrena wfth 1.0 to 1.25 ruts density, 0.WdmWan 1m Perhe! Constriction: The scNve and Inactive panels are constructed hom 24 GA (0.021' min) galvanked steel The two sheets at mp and bottom are bent 90* over the top and bottom ratrs. The top rall measures 1.0' hIgh x 1.686' wkta. The steel t 1 1 bottom call measu 1.21 " Vh x 1.688" wide. The sides of the face sheets are mN 2 2 2 tormad V tbela0*i and Nnp soles whkh mass" 1.00 ho x 1.688" wide. The khtarlor cavity is tied wfth exparded polystyrene. The Awe sheets are 9kad to Nut e)pen dedpo lystyren e, Thepenis areart out tarMenvo -piecaODLAksnkwmtrio REF ASTRAGAL SOLT ITEM 12 hams. Units are glazed with tempered and laminated ktgoed 1' IG On tkuble door applications the kracWa door Is Ned with an extruded a Wmkwm astragal of SINGLE OUT UNIT DOUBLE OUTStMNG UNIT 6063 -TS aft manufactu mf by Snalti s. Frame Consbudion: The frames ere eanstnraled of fingedofnied pkte Jambs MODELS A messurfng 4- .9116 "x 1 -114. The head Jambs are mortised and buC jorbed t ALL DOOR RE VIEWED FROM T IN ODELS SIDE the afde/ambe, and allached with three (3) 16GA 7116' crown x 2' bng staples on each skis. The MrsshW d is attachad to Me aide Jambs with Um ( 160A 7116 " crown x 2' kmg staples an each aide. The units we an inswing a*afabie 9westofd. Q/azln0: ODL Insulated IKe Is I - ov&rali thkkness, consfaft of o" (1) pane 010.125" lempared glass, 0.5' ak spew, two (2) Panes of 0.125" • • • • • • • • • • • • annealed wtth.0W M lnterlayer by Solutia. Alf Cues are mmWkW • • • • • • • • • Into fie glazed panels. • • • . • • TABLE OF CONTENTS TABLE I DESIGN PRESSURE RATING SHEET# DESCRIPTION • • •.• • • APPROVED FOR USE WHERE ! TYPICAL ELEVATIONS • • • • • • • • PROTECTION FOR WATER 2 VERTICAL CROSS SECTION b BILL OF MATERIAL • • • • • • INF TAATION LS REQUIRED A .i 3 HORIZONTAL CROSS SECTIONS • POWIVE • • • • • • +K0 PSF FLn11. O.Is 4 ANCHORING LOCATIONS • NEGATIVE -60.0 PSF 5 MISCELLANEOUS DETAaS IwLirni dsiit 6 UNIT COMPONENTS • 19 Item DESCRIPTION Moterrol - ry N I SIDE JAMB 1 114'x 4 §716 FINCERJOINTED PINE PINE �0 HEAD JAM$ 1 11 x 4 9Z 16 ' FINCERJOINTEO PINE PINE 3 4 x 4 BUTT HINGE 12GA. .089 MIN ST 4 19 x " PHILL THEAD MON D SC STEEL 2 x 2 1 2 PHILLIPS- FLA THEAD WOOD SCREO STEEL �— 6 110 X 1 11 PHILLIPS FLATHEAD WOOD SCREW STEEL w 26 7 #8 x 3" PHILLIPS FLATHEAD WOOD SCREW. STEEL "Z 8 8X1 PHILLIPS PAN HEAD WOOD SCREW STEEL SE NOTE 1 & 2 9 COMPRESSION WEATHERSTRIP O -LON ODS -650 z 5 9 11 OUTSWINC BUMP THRESHOLD ENDURA ALUMINUM 0 12 ASMNg THROW BOLT STEEL ROD 5/16 x 18 STEEL X 28 F ': ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL 'n z 30 21 t 3 ON HEAD JAMB 0 21 14 16 Go. 71 CROWN x 2 LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 _ p WTER10R t 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM �^� - - -- w a 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL L 0 1 » 19 2x WOOD BUCK W � II V OOD 23 20 SHIMS FOR 114 MAX THICKNESS ?? 21 DOW 995 SILICONE SEALANT IUCONE In 22 1 IMPACT IG ASSEMBLY NOA 03 - 0428 - GLASS 24 23 1 8 TEMPERED CLASS CLASS 0 21 24 318' LAMINATED ANNEALED CLASS CLA 11 25 LOCK BLOCK WOOD X 12 LG WOOD TOP RAIL FINGERJOINTED PINE PINE �., 3O 27 OTTOM AIL 25G4 MIN GALVANIZED STE L STEEL ro 2 28 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY BY A10 - WEN FOAM 29 STEEL 00OR PANEL SKIN MATERIAL 24GA GALVANIZED STEEL SEE NOTE 1 & 2 29 A -525 COMMERCIAL QUALITY 0.021" MIN. THICK. I m 30 ODL LITE RAM ALUM 6 ALUMINUM M 33 27 31 HINGE SIVE STILE (FINGER JOINTED Ln PINE LA H SIOE $ IXE (FINGER JOINTE0 LVLL LA 11 33 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL N NOTES; a � I FOR ANCHOR SPACING SEE SHEET 4 OF 6 N z �1. 2x BUCK TO SUBSTRATE FASTENING MAY • • • • • * • • UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA • 9 • • • 102- 0503.07) • • • • • • ' i i \W • • • • • � i • ' •' • • NOAH 1 YLRTNAL CROS,"+SECTION "' • ` 2 (ENDURA # FOB4566 SILL) p SEE DETAIL 8 2 SHEET 5 EE 1 SEE DETAIL A 1- _ S €€ 90TE I SHEET 5 T'T SEE O E 1 6� 616 a v vii 5 5 , � - a L-� . TYR SEE DETAIL D cl SHEET 5 n N v w C C .D to 3 3 v D T-L' caao _ v TYP. 1 I :' 1 37 6 12.�i ' 12.4 SEE NOTE 1 --1 12.4 -*i 12; -*1 12.4 SEE NOTE i 11 74 S DOOR ANCHORING LOCATIONS - ®-� DOUBLE DOOR ANCHORING LOCATIONS 2 SEE DETAIL E SHEET ,5 s• ••• • • • • • •• • • • Y • • • • 14 N{f7�S; •• • • • • ••• • 09 go* 1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS • USING, (3) .16 7IL6" CROWN x 2" LONG STAPLES. 1.. • • • • • • • • : :� • • • . • f K go : 00 nAfi TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR SILL` • • • 09 • . ` 000 • Goo 0 4 9/16' • • ••• • • • ••• t3 2 5 2 • 0 • a • •+ O CD ! 1/2 N 1 Z O •R /jtSTR�lt�1L RE ER BOLT MOLE 13 V Q 4 " f • t�l! R Hplty AASONRY•tt t -3/ &" DEEP Z O d •• • • • • • ••+ •s 2 Z DETAIL; B z c2 � � =gg 6 DRILL 3/e" ASTRAGAL RETAINER BOLT MOLE TMRU TWESHOLD /JAASONRY x 1 -318" DEEP -3� ce) U Ct Of ru 4 3 °o� 4 co wy a O 0 IW —' y � DETAIL A � 1 0 o W` HINGE MOUNTING DETAIL W n o ¢ � r ¢ z J m J !$ DETAIL. E uo ° TYPICAL ASTRAGAL STRIKE PLATEf MEi q �E 30 a ! ro 112 x 1/4 ALUM SPACER y �m N 1 18" TEMPERED GLASS Zo 112" AIR SPACE cx J ^ _ z W • oc 0.090 PV8 INTERLAYER BY EXTERIOR SOLUTIA o W N I Y 7 "� 314" CLASS BITE 1/8" ANNEALED 10 a GEAZIN!C, TAIL 2 z • ASTRAGAL DETAIL INSULATED GLASS UNIT DAM 9- -05 wa*A Scxc NTS fosterer Spacing p trwc W. JPR Enduro Astragal, p8 x 1' PPM WS Noar cm sy.r DETAIL_ D R k.1 Oak DRAWM NO- AM9 STRIKE PLATES TO JW0509 -03 -05 TYPICAL ASTRAGAL s"EErC a 6 4 » > > 7.82" 26 1.25" 7.21 " -- �--- ---- -� . • O O O � 32 r -.1-$" �} ( i, . . suiaoRr • a 4.5 63 . : • . • . • _ TILES AND RAILS cO (Min) d • • • • • • • LATCH STILE & HINGE STILE (LVL) } OUTSWING THRESHOLD (ENDURA) • • . • • • ;00 • • TOP RAIL (F)NGERJOINTED PINE) Z d II C»4 STEEL PARTIF084566AA, 6063 -T6 ALUMINUM ENDQRA ULTIMATE HURRICRIVE ASTRAGAL - x j 6063 -T6 ALUMINUM a ka*- 7 3/4"L- 646" 1 7. 1 , L. l 2 FJ 3.125" 4.563" to co Q h O. 1 0_ T N a U -.125" T 1° ¢9 I RAIL _ 2.188 • i 88 LOCK BLQCK (12" LG) ODC. LITE FRAME U y MIN GALVANIZED N WOOD JAMB WppO ALUMINUM 6063 T5 FINGERJOINTED PINE L._._ X ❑ 0 0 0 4 98 2.5" a m -- { 19132 „ o in N 04 z L? t��Q STRfKE CO P11 RE5510N WEATNERsTRIP ASTRAGAL SILL StRIKE P gaa too $� Al 4 Z WL 9- NTS _ F sue: NTS ASTRAGAL 80LT N �' _ �• Of. JPR 12 MATERIAL: C/R STEEL Rot) Miami ilk ow- e+o ZINC & YELLOW CHROMATE °k - _ DRAWW ta: 8p � JV0509 -03 -06 N` MIAM DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov /buildAn code Pino's Window Corporation 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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. a 0 0000 • • • • •; • DESCRIPTION: Aluminum Tube Mullion — L.M.I. 0 00 .. 000000 APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullions: ,s eets 1 through 4 • of 4, dated 12/07/95 with last revision C dated 05/05/08 p repared b Al -Faroo Co oa qn si q4 and 0 • • P P Y q rP r 0 .�4 , � • sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control l%jiSL& sta4 , &k 0 the • • ; • • • Notice of Acceptance number and expiration date by the Miami -Dade County Product,Cpiatrol Division • • • • • • • • 0 .. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • 0 • 0000 • 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or�ogooity, state and • • • • 0 • following statement: "Miami - Dade County Product Control Approved ", unless otherwise ngted here§$.' • • • �„ RENEWAL of this NOA shall be considered after a renewal application has been filetl•and there hvtedh, 0 no change in the applicable building code negatively affecting the performance of this product. 00 00 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 and renews NOA # 07- 0322.12 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 08- 0514.10 MIAMMDADECQ-TY Expiration Date: March 28, 2012 • I Approval Date: June 26, 2008 Pagel Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Fixed Windows Mulled Together, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5562, dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Mullion clip anchoring calculations, prepared by Al- Farooq Corporation., dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Anchor and mullion calculations, prepared by Al- Farooq Corporation, dated 02/24/07, signed and sealed by Humayoun Farooq, P.E. •• •...:. ...... .. .. "Submitted under NOA # 07- 032212" • ...... ...... D. QUALITY ASSURANCE • • • • • 1. Miami Dade Building Code Compliance Office (BCCO). • • • • • E. MATERIAL CERTIFICATIONS • • • 1. None. g •••••• ' F. STATEMENTS " • • 1. Statement letter of conformance issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated, 05/02/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0322.12, issued to Pino's Window Corporation, approved on 05/24/07 and expiring on 03/28/08. arlos M. Vtrera, P.E. Product Control Examiner NOA No. 08- 0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 E-1 -y .656 � .125 TYP. Z Z .125 �` 2.000 0 W 4.000 TYPICAL 4.656 PRODUCT .000 --I ^1 O n a MULLION CLIP (6o63 -T6) V (ALT. TO ANGLES) CUP LENGTHS MUSS BE CUT TO FIT SNUG Q m G ANGLE CLIP (6063 -TS) INTO TUBE MUWONS. {C o a TYPICAL W WINDOW FRAME = W J z < 656 Q W F 6.000 � � O Li 2.000 3.000 .000 19TI25 TYP. m 1,7� to Z 0 PI R DU T MULLION CUP LEGS REMOVED 0 z MU CONTAINING TYPICAL GLA m r HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING p N7 a O r ALL MULLIONS 6063 —T6 MIN. Z Z 3 RECTANGULAR ALUMINUM TUBE MULLIONS f 3: r �, USING MULLION PROPERTIES ONLY ¢ Z Q A NOTES: &o s J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 REQUIREMEMS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. o m u 4 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT t k u TO BASE MATERIAL SHALL. BE BEYOND WALL COVERING (STUCCO. TILE ETC.). n 3 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS • u� ARE NOT PART OF THIS APPROVAL INSTRUCTIONS: A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF USE CHARTS AND GRAPHS AS FOLLOWS. ANCHORS INTO WOOD ONLY. n MATERIALS INCLUDING BUT NOT LIMITED TO STEFlI/METAL SCREWS. THAT COME WTO �1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 CONTACT 00TH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOIIIREMENfS FOR PARTICULAR OPENING. • • • • OF 2004 FLORIDA BLDG CODE SECTION 2003.8.4. c s m STEP 2 USE MWII -DARE COUNTY APPROVED GWJNG PRODUCTS • • • • • • • • • • • • • MEETING ABOVE LOAD REQUIREMENTS. • ._ STEP 3 USE CONNECTION TO MULLpN AS PER PRODUCT • • • • • Engr. 09 HUMAYOUN FAROOO PRODUCERBYISEU APPROVAL • A ;LLION EYStE • IS ATF� LARGE MISSILE IMPACT. SiM -- cm - 3 d pft�plq�• USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH • • • • AND•AW BE USt ALL MIAMI -DARE COUNTY APPROVED FU PE f��l�6�657 _ STEPS DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. CAN. ^ wpb IN STEP i ABOVE USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS ° ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN E DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • • • • • • • • • �! O AN • • • • • • • • • • Ca•hal drawing no. • • • • • • • • . .. • . • MAY 0 6 2008 M95 -18A • • • • sn••L t oT a I m 1 "x 2 "x 1/8" TUBE MULL m 1 "x 3 "x 1/8" TUBE MULL m 1" x 4" x 1/8" TUBE MULL �V r m P1X2 PSX3 PSX4 W 0- /8 M UL SP. _ N N 3 -3/ N Mul1JON Z °r T � � GLAZING m ID ID GLAZING 3 a 1� -+ B- /8" MU -L PA -� -� N a ° m m - tR 3 lL LL U. c a a d m m m 4- /4" wt W2 V g < m m od J m -1 ID ea TO BE OJ m rIN51DE RECENIGULAR 0 r � s a z z z 1 f, W; FFFi11 H m H 19 S HID HORIZONTAL MULLION IL Z tl T zMQ_ N N N J J W W W O m O m D ID ClAZP1G W .0 .0 .O PRODUCT �� 0 m N 0 N N O 1 m m 8 ` < GLAZING GLAZING J O o PRODUCT PRODUCT m 6 m f K Ci 20 30 40 GO 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 B0 O TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES MUWON SPAN _� W V y 0 D m 2" x 4" x 1/8" TUBE MULL to 2" x 6" x 1/8" TUBE MULL K Z t� m m TYPICAL MULLION ARRANGEMENTS ? 3 P2X4 P2X6 3: c 4- /4" n N 3 NS P :3 WIDTH (W) = wt + wz a Z - C w 2 a��ev 0 - 74- m m ra m m � a 4` a" 0 m m O 00` •gg�� a O O • Q �m - 12 to z z 0 um u H P H NOTE: N N „ p ry o W W m MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED g O 6" O r • • • • VERTICALLY OR HORIZONTALLY. g < m m 32 . • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) o In • • • Engr: DR. HU/MYOUN FAR000 ■ 9 • • • • •• FLASTPE�RS PRODUCT REVISED H �' m •• %r7 rCO�■ith the l� N CAN. III , Chile j• e`°V"°°° a• In 20 30 40 G0 60 70 80 20 30 40 • • S0 • 60 •70• B� • • • • drawing no. TRIBUTARY WIDTH - INCHES TRIBUTAR`i WID 0 INCHES t MAY O G 2008 P�romwtiCmtrul M95 -18A • •• • MULLIONS • • • • • • • � • • • sheet 2 of 4 • • • ••• • �yI Q ANCHORS TYPE - A' m ANCHORS TYPE 'A2' m ANCHORS TYPE 'B' m ANCHORS TYPE 'C' Z _ PA PA2 P8 3 -3 8" -�. PC 50 5/8 3 N N - P N B- /8 mt L sp. m 58 Q f N Cg m m m m 63" d a m m m CG a m m ^ LL o. a. a 0- /B a &at x , P � C ,- , Q d ^� m ••G am °am am ° a P <3LL e °m 5 °m _jm ° IL z n - m j o q M q d� His 6" Hm Nm 7 Hm Welf O W W W Wm o _ o o 1 0^ 1. ,o N I VIR ^ Z m m 9 m 1 2 z 9 O_ W 10 1 O ~ 2i i J m M 11 Ci O � U � 20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 BB 30 40 50 60 70 80 7 ` TRIBUTARY MOTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ~ O N Z z ^ i 3 zzw w a 0 HORIZONTAL MULLION NOTE: ANCHORS TYPE ANCHORS TYPE ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER A, B OR C A 8 OR C ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. o o "G Pcr 3 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) VERTICAL MULLION Z GLAZING GIAZIING Ef ANCHOR PRODUCT PRODUCT NL 01 w 3 c i o m GLAZING GLAZING o PRODUCT ANCHORS TYPE °' g PRODUCT A. 8 OR C O �ANCNORS • • • • • • • • • • • c A Al, I • • • • • • • • o 6 OR C I MUILON SPAN J • • • f • W2 • • • • • Wi • •• • • • ••• •• 'al • • e.: • • • • V7. DR, MUMAW FARM Q o • • • • • • • i • • SLRUC11iRE RE S FLA. PE / '6W7 PROD.9 W'RBVIl� n CAN. 3538 R•e�•I�� }' TYPICAL MULLION ARRANGEMENTS 0 S • d $ • • • • • • • • • • drawing no. WIDTH (W) • • • • • • • • (W) By wl + W2 ,- 2 •• ' ' ANCHORS � M95 8A . . .. • • • :.. • . • MAY A 6 2008 sheet 3 of 4 ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' �u S i NOTCH WOOD BUCK - J /4" f TAPCON TO ACCOMODATE 1/ ANGLE °4• .1/4" 1 TAPCON 'CLIP.ANGLE TO MASONRY Z 2: 2/ ANGLE 2X2 %1 /8" 9. 2X2X 1 2X2x 1 1/2 MAX. f. 11 , PLUM ANGLE .'• ALUM AN CLE � e .' ALUM AN - / 14 S.M.S._ / 14 S.M.S. / 14 S.M.S. MLF 2/ ANGLE 3/ ANGLE II. - - - -- �L - ___ -- ____C__ ___ - _ 9/4 1 TAPCON V 1 -1/4' MIN. EMBED 2/ ANGLE W 0 FLOATING MULLION CUP OPTION W ; MULLION MULLION ' FOR 1BY TUBE MULLIONS {L 2 F VERTICAL OR HORIZONTAL J q to CONCRETE OR w .� E NASONRY BLOCKS D 1BY OR 2BY 1BY OR 20Y WOOD BUCK Z MULLION e' MULLION W000 BUCK MULLION CLIP O 2 X 2 X 1/8" LEGS REMOVED 2 X 2 X 1/8" 2 x 2 X 1 /6' ALUM ANGLE ALUM ANGLE ALUM ANGLE 3 -5/8' LONG ACCESS HOLE J ^ 2 -5/8" LONG 2 -5/8" LONG 0 IL ° e ______ f12 IEKS Ci _______ ° ___�_______ • . - 3 PER CLIP W V I I - TUBE MULLION in ° txnY 8 ^ � ? i $ � °♦ �i Z Z3t W ° G M ♦ I1 — � o � ___- __ .• ___1____ __ . I ' II 111 Q Z to v THIS SCREW CAN BE I I ii d I - — - INSTALLED IN EITHER 1.500 1.'500 O MAX. MAX. 1.500 __i__ __ DIRECTION �� i i e ILO J a ' °'• . I 1 r ANCHORS TYPE 'A2' M� 012 TE MULLION (2) ON ONE SIDE I 1 TUBE MULLION . (1) ON OPPOSITE SIDE j j o LL MULLION MULLION TAPCON S ANCHOR DETAIL #1 0 S a d INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2 x 2 x 1/9" I 2 x 2 X 1/9" 1 i 1 -3/8" MIN. PENETRATION INTO WOOD ALUM ANGLE I I ALUM ANGLE 1 I ~ $ / 14 S.M.S. 2 E.S. THRU 1BY BUCKS INTO CONC. OR MASONRY o t Z 1 - - - - -, I 1 , I o � � o j r - - - - -- I z/ ANGLE i r - - - - -- - - - - - I 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY I L500 1 1 I I 1.500 I ` o MN. 1 i NOTCH ANGLES TO I j •N• • •1 M • a AWMR EDGE DISTANCES: AL ` o 1 OR� SILL i 1 0 • i I I illl IWO CONCRETE AND MASONRY 2 -1/2" MIN. 1 1 I • M • ��"""" • • • INT'd W OOD STRUCTURE = 1" MIN. I �S I 1 �7f I I • i • • • • • MIN Ergr. OR s I UN FAR000 I r 9 3 NjQ METAL STRUCTURE = 5/8' . lT III f I • • w • PE / 1855! ma6� 0;4 r omay � FLA. 0 Q � cA.N.3a3e �N•8 � - 11 1- 3/4'MM•2 -1/2• 4 p0l 3 4 • - - 1- 1 MIK e _ e • e 2 -1 /�': MOL • • r • • 1 EMBED • • • • • • t 1/4" out TAPCON 1/4' Sri TAPCONt Y D 4C6 NOT BY PINO WINDOWS MAY 0 G 00$ A M95 -18A �: PRECAST CONC. -1/2" MIN. ., PRECAST GONG. • • • 1i1/2" WI• EMBED • SILO 1/ ANGLE $f • • • • 1/ ANGLE • • • MUST SSSTAIN LOADS IMPOSED. sheet 4ot 4 • MIAMi•UADE i.1'1'1�LY MIAMI -DADE COUNTY, FLORIDA �++�++� METRO -DADE FLAGLER BUILDING ` BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 i PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w/w o Sid lights -��• •0000• APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed•$wtll putswing Door •� up to 9' -0" x 6' -8" with & without Sidelites ", sheets l through 8 of 8, dated 12 /13 /20019witkcevisio1 •••••• 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing-tk;Miami -Dade �9 .. County Product Control Revision stamp with the Notice of Acceptance number and exp3ratio date �. . 0000 . .. 0000. Miami -Dade County Product Control Division. • • MISSILE IMPACT RATING: None Impact Resistant ••••;• LABELING: Each unit shall bear a permanent label with the manufacturer's name or 4eV eaity, state at►d •. following statement: oun e Miami -Dad County Product , dct Control Approved " unless otherwise noted her4l;...; • • • • • „ 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filea0 an hasl; . no change in the applicable building code negatively affecting the performance of this product. ' 0000 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 and renews NOA # 02- 1216.09 and consists of this page I and evidence pages E -I and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 07 -0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Page i lozS °, .Ield -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -961 W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 0 `"'" 2) Uniform Static Air Pressure Test, PA 202 -94 • • • • • • • • • • • • • • • . • 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 • " " " "" along with marked -up drawings and installation diagram of DoorCtaftseries a0 • • • • configuration Outswing and Inswing glazed wood edge steel door y Oi.: • • • • • • Certified Testing Laboratories, Test Report No. CTLA -697W, dat;�.LVl l /01, signed •. and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 1;I, 20Q2 also • • ••; • signed and sealed by Ramesh C. Patel, P.E. • • • • • • o , • • • • • • • (Submitted under NOA# 02- 1216.09) ' 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 E -i Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638 -03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02- 1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS J9906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02- 1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2QQ4, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. t'lielserfA.&* .... Complies with ASTM E1300 -98/02 00 ' 0 .. 0 .0 0000.. 0000.. D. QUALITY ASSURANCE .. . . . • • • • • • 0000 1. Miami Dade Building Code Compliance Office (BCCO). 6 0000 0 0 6 00 6 00000 E. MATERIAL CERTIFICATIONS "' 0000.. • ' 1. None • . . . . .0000. 0000.. . .. 0000.. F. STATEMENTS • • 0.00 1. Statement letter of conformance, no financial interest and independence, PTC,bLG, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing ", approved on 01/30/2003 and expiring on 08/15/2007. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07-0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 E -2 JEL+J7 NENe Steel 70' MAX. OA FRAME WIDTH 7025' MU. OA FRAME WIDTH .875' 7W. .125' • .75' MULL. 15.5' MAX OA PRODUCTREVLSFD 4 r- rWCIDEDCiEfir.4nV87EUOU/9N�R? TYR BAR TV. ELITE FRAME MOTH as -'%WYingwishd-Puna- AM MIX. OA 000YIGM1SMi1F1eMIIMOIUISaEL/lE5 36P PANEL WIDTH 36* MAX 0 'A .875' 76' MAX OA 14' MAX. OA Building Codc N W. /��x PANEL WIDTH TYP. PANEL MOTH PANEL WIDTH A P �� n = QEI'IFHAL NOTES MM 111 BS . . 1. THIS PRODUCT S DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING ' P CODE (W/ 2005 alt 2006 SUPPLEMENTS) / Division / 2. 2X WOW WOW 811CKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER � 21.125' ' / / 6' MAX LOADS TO THE STRUCTURE. �" 21.125 ass d PRODUCT ANCHORS SF(ALL BE AS LISTED AND SPACED PER ANCHOR LOCATION 80. A MAX. MAX. 0 WIDTH D 7ys ANCHOR MATERIAL TO BASE �TERIAL SHILL BE BEYOND WALL �• 63.115" DA IS 91 DRESSING Of? STUCOD. w D.L.O. MAX. PANEL D.L.O. 4. SEE TABLE t ON THIS SHEET BELOW HEET FOR DESIGN PRESSURE RATINGS. iPENEL WIDTH OA HEIGHT WIDTH 63 5' 5. THIS PRODUCT AEM THE WATER RE(XAREMENTS FOR `) ¢' ZONES SEE 81.75• INACTIVE ACTIVE D.L.O. EIGHT O. 81.25' O.LO. OA Tor THE DESIGN PRESPRESSURE • • 6. DOORS AND SIOEUIES REQUIRE MIAMI -DADE APPROVED IMPACT MAX MAX F D.LO. LC RESISTANT SHUTTERS. -. OA • OA • 7. SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE FRAME FRAME CONFIGURATION. HEIGHT hp. • BOLTS H ECHT B A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN OEM OF ANCHORS INTO WOOD ONLY. w / 11 il RESDOMAL 14WTSSTEEL DOOR Qw naa Is • owkftw DOOR LEAFCONSTRLCno k �o Face sheeLa: 24 ga. (0.0201 m6einum thickness. Gdvmuzed Sled A -525 107' .63' SI NGL E x OKO commercial quality - AKDQ per ASHI 620 with average n"mum yield -�� 28 r/ vLEW F ROM DEF II NTER IOR I TER a gth Fy(ave.) 47,575 pd (X . M&E OUTSWING UK t FROM etran � MAX OA FRAME WIDTH Cars Expanded PaJysl)1" WiM 1.0 to 1.25 U Icf density, by 37.75' MAX OA .875" 75' MULL 15.5' MAX OA ~ r JELO -WEN, MC. FRAME WIDTH r25• i1 as Doan Pond ConatrucNore The ootive and inoctive panels ore constructed from 36' MAX. OA TYP. 56.625" MAX OA JB" MAX OA 14' ALAI OA g � � 24GOL (0.020' min.) galvanized steel. The face sheet lops and bottoms are .875' GYP. 1+MIEL WIDTH PANEL MOTH PANEL TYP. SDEU WIDTH PANEL WIDTH FRAME WIDTH bent 90' over the top and bottom rah The top rod consists of LVL W /ASTRAGAL V measuring 1.67' x 1.0' high. rho bottom rod is rolled formed 0.021' galvanized steel measuing 1.67' wide x 1.21' high w/ a 1.645' x 3' lang x 0.831' piece of pressed fiber board in the comers of the sled bottom O / / a . which s butted W Me tide stales G secured w/ (1) 0.5' x 1' wire staple of each corner. The sides of the ton sheet we roll famsd onto the LVL 6" MAX .. latch stale and Pmderoso Pine hk" able which measure 1.67" x 1.0' The 21.125' 80' 21.125' OA DLO, F R MAX OA 63. . Interior caity is filled with polystyrene. The fan sheets ore glued to the 80' MAX D.E.O. MAX. AX AoA� D.L.O. AWL D. WIDTH paars. The porsla are routed to receive the OlX. k Trimly LRe Frames. OA WIDTH lyslyv OA WIDTH The Re frames are wit gazed on the interior. The unds am glazed w/ PANEL WIDTH HEIGHT 63.115' 0.125' tempered 4hns• HEIGHT MAX 1 road Sidefite Pond Const: The sash is constructed from 24GA. (0.020' min.) 6 FIGHT 81.25' INACTIVE • ACTIVE OA galvanized s� � edges of the face sheaf ore bend 90' aver Me 81.25' polyatyrena glued to it The sidelte ponels ore routed to receive MAX MAX. DIGIT the OIL d: Trinity LIe Frames, The Iola ham aro wet glazed on the O.A. FROAAME • interior and exterior. The units are glazed w/ 0.125' tempered gloss. FRAME WIGHT i1P. • fXCLS Fars Conslmctiaa: The frames Ponderosa Pine am constructed from Ponder Pine jambs HEIGHT measuring 125' wide x 4. 563' deep. The head jambs are mortised and butt joened to the side jambs and attached m•M (3) 16tA 2' x 7116' 0 / crown wiry stopAes. The urebT Use an aluminum bump fan Pemko threshold `2 measu" 4.041' deep x 1' high. The threshold is attached to the frame • • • • • • • • s g with (S) 16Cv1 2' x 7116' crown rim staPks, UNIT o` r • • ei i i �• r / O TAOtEOFGXXtTB4f8 .825' B • • • vx3R,SINlX) .625' 2 o off • • • I�YYES FR1M 11►7ERMR • v SHi DESCRIPTION • • • • • • • • • • • • DATE 12 -13 -01 1 GENERA! NOTES AND 7YPICAI. ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS TABLE 1: scrAE: HTS Prepared 3 HORIZONTAL CROSS SECTIONS DESIGN PfMff RATING WHERE WATER INFILTRATION RFgXRENDVf IS NEEDED DwO. ft' NT.IN 4 HORIZONTAL CROSS SECTIONS AND NOTES KO awe •,n 5 ANCHORING LOCAIOFS T AND • DETAILS • • UMT IYPI5 • • WTH TS WON OUT SU6ACE BOLTS Eric S. Nwi n 6 ANCHORING LOCAT AND DETAILS W XO. aXO M65 Per •- f+5•pd +SD Oaf -50 ION FWAft P. E N. 41323 �' Btly ONS MWAM Na.: 7 GLAZING DETAILS .w LC sw,. m PTG LLC S -2105 8 UNR COMPONENTS �E WWO +50 Par -50 per ,sae cea.. .. • • 090 • 60* • rwvs r,w. Na F 321- 690 -17M SNE[t' OF o CONCRETE/ CONCRETE/ MATERIAL vn ;;tts :',STD MASONRY 51 MASONRY 51 7 DOOR STEEL FACE SHEET 24GA 0.020 IN. S '•;�J.cFi�cida T.50" BY OTHERS Cod 1.50" BY OTHERS 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE W00 nu ldmg Codc MIN. 2 MIN. 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE Acceptance No -0 • 1 0.25 EMB. .►. 19 0.25" EMB. •'. 4 FRAME LATCH A }9 JMB FINGER JOINTED PONDEROSA PINE W000 Dam t MAX •;•. MAX �` = 5 HI NGE B Y wu SHIM 0 SHfM 20 6 x PFH Ht sAe as DOOR LATr- LYL Division 8 SURFACE BOLT SPACER BY NES PLASTIC 2 44 9 SURFACE BOLT STRIKE PLATE BY NES `� / % ' �� / / • 10 COMP RESSION MTHERSTRII FOAM 2 DOOR if DOOR TOP W L L STEEL EE DETAIL 5 /" 11 � EE DETAIL 5/` 32 i DOOR NGE IL WOOD�- ON SHEET 5 �? 1 ON SHEET 5 i 10 x 1.75 PFH WOOD SCREW yg '•�''`; 31 1 LOCK BLOCK Fl/•aCER JO( P OND ERO SA PIN 9 SEE NOTE ti SEE NOTE 3 J 16 SL TAPCON ANCHOR wow 1 w 1 29 16 .25 M1M EMBED. 10 _ ON SHT. 4 17 EXPANOW POLYSTYRENE t.0 to 7.25 W. cr By JELD —WEN FOAM 1.75" MIN. ON SHT. 4 18 OUTSWWQ BUMP FACE THRESHOLD BY PEMKO ALUM! M " 8 PANEL THK. 1.75" MIN. 19 2x W000 v BucK wow 3 PANEL THK. 39 21 SHNM �5 MAX. TH SrTY PLASTIC OR GREATER) STEEL a i 22 KWIKSET TITAN 700 SERIES DEADOXT NOT SHOWN STEEL 4 3 SEE NOTE 2 23 23 8 x 1.50 PLASCREW LITE FRAME STEEL 24 x 2 PFH WOOD SCREW STEEL 3 ON SHT. 4 25 8 x 2.50 PFH WOOD SCREW k 26 10 x 1 PFH WOOD SCREW STEEL SEE NOTE 2 3 27 f0 x 2 PFH WOOD SCREW STEEL o U ON SHT: 4 2 0.125' MIN. 0.125" MIN. 28 SURFACE BOLT BY IVES STEEL 29 SILICONE CAULK CR LAWRENCE 3J C °' yJ CLASS THK. GLASS THK. 30 !NG COMPOU OSO BY SIUCOW ° 31 STEEL '� I I WEN 32 3 8 tx/ARTER ROUND SIDEIg fT WOOD 81.25" 80.0" 81.25" 0" 33 .23 — 20 SEX MAW .23 — 20 FENACE END x 1.75 LONG ST EEL MAX FOR OPTIONAL MAX. MAX FOR OPTIONAL MAX. 34 SCHIAGE KNOB 5 1 Z 4 O A 112" & 1* 1.G. 0A p,q 1/2" do } " l.G. O A. 35 5CHL40E DEADBOLT e36o STEEL a FRAME SEE SHEET 7 PANEL FRAME SEE SHEET 17 PANEL 3 sIOELrTE STEEL FACE SHEET 24GA 0.020 MW. srEE � � � HEIGHT HEIGHT HEIGHT 37 7 a TEMPl7tED CLASS BY PPG LASS � o HEIGHT 1 36 IOVL LITE FRAME S.C. SPARTECH POLYCOM PPM30 C13 YPROP. SEE NOTE 2 3 PRESSURE TRF1 MULLION li4R .75 x 4.5625 x 81.25 .T. a. ON SHT. 4 2 SEE NOTE 2 ASTR4CAL STRIKE AS P (ffY IMP ALi M ON SHT. 4 3 4 Y K HERB SERI 4 YALE DFi1DSOLT HER ?ACE SERIES NOT SHOWN STEEL SIDEUTE FRAME HEAD. SILL AND JAMBS FINGER JOINTED WOOD 3 38 PONDEROSA PINE 8 39 48 1 2 N!lSULATEp TEMPERED GLASS 8Y TRINITY AMPAC GLASS 3 } 47 YP 7 INSULATED TEMPERED GLASS BY TRINITY AMPAC 8 1 S ON SHT, 4 29 1 49 FRAME SCREW 6 x 1.50 LONG PANHEAD BY TRINTY STEEL •�•�; ; 50 NC MPOUNO W f 19 ONE g 10 SEE NOTE 8 16 32 51 1D W000 INSTALLATION SCREW w 1.30 MIN. EMBEDMENT STEEL SEE NOTE 9 ON SHT. 4 52 DOOR STRIKE PLA ON SHT. 4 16 5 SEE g4 1 INSULATED TEMPERED CLAS5 BY P ST Y� GLASS ,,• SEE DETAIL 5 NOTE 3 s LITE FRAME T I.G. SPARTECH POLYGON W5530 CDT PoLypRop. 12 ON SHEET 5� ON S 4 56 WOOO o o S 8 18 58 31 i 7 R S MDF 1 kt 44 �` `•\ • • i i B12S LONG) 0 NAIL l6rA, I' LONG STEEL •'` .'•• i n • , • • • • • • • • • W, •• • ••• •• . • • • •• 1? - - 0.625' •: : Preporsd Br N.T.S. 1.25` CONCRETE/ 'M °" .75 2.5" Mlfy, MASONRY CONCRETE DwQ m` ww MIN. 2.5" MIN. MASONRY EMB. EDGE DIS7. BY OTHERS EMB. MIN. EDGE DlS7. By OTHERS �(�� '� oex sr Rw • ••• • ••• • Eie NNaw VERTICAL CROSS SECTION tTN VERTICAL CROSS SECTION • • • • • • • • • • • r>o w. P. Ucc asst QTMII FT�TMP THRESH AT lDELl7 H • • • • • • • • 151" Gpaa.q St—t. S.R. C25 PTC, L 5 - 2105 • • • • •• • • • • • , 32M Phone. 321 - 890 -1788 • • • • • • • • • • FW oa•..r a aw .A . M vase Fox: 321 - 890 - 1789 SrtEY a $ • • EE NOTE 4 25 19 0 4 5 7 7 15 21 4 34 as onucra ON SHT, 4 13 6 5 6 3 20 79 2 SEE NOTE 7 snaa g Codc�� the Florida ON SHT. 4 Acceplan -No O -o ' .O Fxpvuio Date ! 2 FOR OPWNAL - 112' & 1' I.G. redo Psodoct Coastal SEE SHEET 17 Division 1.75' MIN. Q 0 THK• PANEL 7HK. GXLAASSSS t it 51 10 1 1 38 3 3 17 1 10 51 NOTE 2 �� m \ \\ SEE DETAIL 5 3 SEE NO SEE NOTE 2 SEE DETAIL 5� , • "� o � ON SHEET So 2 ON SHT. 4 2 ON SHE 4 ON SHEET 5 i NX d 0.25' MAX HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 0.25' MAX. a m 1•SO' MIN• SHfM @ LATCH JAMB 1.50* A4NJ SHIA 70 UCK �� HINGE JAMB 0 BUCK SHfM 1 50' MIN. ° x EMSM EMBED. SEE NOTE Q ON SHT.. 4 26 ASTRAGAL THROW BOLTS (2) TOTAL; (I EACH) a 0.31' Ow. x 9.0' LG. AT TOP & BOTTOM 1 1 7 40 52 7 1 15 214234 INAC EXiEBIQ6 ACTIVE FOR OPTIONAL FOR OPTIONAL 112 /7 wACnvE A CTIVE 112' SHHEET I.G. a 6 ij I 0.125' MIN. SEE NOTE 1 26 (yIEgIDg `� 1.75' MIN. • • GLASS i • • i N • i • PANEL 1HK • • • • . . . HORIZONTAL CROSS SECTION o o • • • • • • • • • • • U SURFACE BOL MOUE • • • • • • • • • • • WL* 12 -13 -01 3 38 ON SHL 4 24 10 1 1 38 3 Papas! Ey WAL N.T.S. MCI art WLN MI SM. 4 2 • • • • SEE NOTE 2 • • • • • • • • lo(H (c� uxc WY.- RW HORIZONTAL CROSS SECTION • • ON St' • • • • Flon6o�P. G N aus _�� AT IMPERIAL ASTRAGAL • • • • • • • • • • "� "!" 5 Ph 321 UC w0_I7W 5 • • • • • • 000 • t•rx c.ywr a m9.n.aiw M 21936 Fox: J21- 690 -1789 SLEET OF 44 0 3 SEE NOTE 4 24 44 3g 58 59 4 52 7 1 15 21 42 34 3 3 13 6 5 6 3 58 59 39 44 14 SEE NOTE 7 PRODUCT REVIS- ON SHT. 4 ON SHT. 4 n -MlYNs -ith dw Fl`iid' Building Cods .ar Accnptaott No O ElplattleDato 32 EXTERIOR ' SEE NOTE 3 31 EXTERIOR 36 1 � Tae Rroduci cones ON SHT. 4 1.75' MIN. O PANEL THK. �f^ Via 0.125 MIN. GLASS THK. % \ 4 / \ INTERIOR \ FOR OPlKML1l � \�� 1/2 & 1 • f c, /� , l INTERIOR 10 ( \. SEE NOTE 2 SEE SHEET 17 36 1 o FOR OPTIONAL ON SHT. 4 1/2' & 1 I.G. 4 25 . SEE NOTE 6 2 SEE NOTE 5 1 17 38 SEE SHEET 17 38 17 1 �� P 9 SEE NOTE 6 ON SHT. . 4 ON SHT. 4 ON SHf 4 L SEE NOTE 2 2 SEE NOTE 2 SEE DETAIL 5 ON SHEET 55 ON SHT. 4 2 ON SHE 4 ON SHEET 5 FOR OPTIONAL 0.75 0.75' 1 i LG. SHEET IQHORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION NOTES: AT SID ITE TO LATCH JAMB - AT SIDEUTE T HINGE JAMB o Qom 1. SPACING FOR ITEM 126 THE 110 x t' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE MCTIVE DOOR IS AS 1�� ^ FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0 , 2.5 , 4.0 , 5.5", 13.0. 18.0' & 26.0: SEE NOTE 3 2. SPACING FOR ITEM 123 THE 18 x 1 112' PLASCRLIY IS AS FOLLOWS: 51 19 20 4 31 ON SHIT. 4 3 TOP & BOTTOM. HORIZONTALLY. FOR BOTH DOOR & SIDEUTE PANELS: 3.0 - IN FROM EACH CORNER, ONE IN CENTER. FOR OPTIC (�' 7NE SIDES VERTICALLY. FOR BOTH DOOR & SCELRE PANELS 3.0", 13.0", 26.0", J9.0 52.0 & 630 3 36 38 112 & t' I.G. J. SPACING FOR REM 131, THE 16Gk x 314' BRAD TRIM NAIL ATTACHING THE 318' QUARTER ROUND TO THE SIOELE & SEE SHEET 17 ITEM 159, THE 16GA x 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR 318' QUARTER ROUND): 1.25 IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ;• .• ' ' ON THE SIOES VERTICALLY: 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 0.125' ON. EXTERIOR 4. .WHEN ATTACHING THE STRIKE PLATE i0 THE M6 AND BUCK USE ITEM 125, A 18 x 2 112' PFH W000 SCREW GLASS THK. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THe 18 x 2 112' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, is AS •• FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD. P• \� INTERIOR 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ REM 129 SILICONE CAULK ON THREE SIDES AND 3/8' \ QUARTER ROUNDS SECURED WITH REM 131 BRAD TRW NAILS x 314' LONG. • • '' 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2 PFH SCREW. WHEN ATTACHING THE • ° HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 314' PFH WOOD SCREW. SEE NOTE 2 2 8. SPACING FOR REM 149 THE 16 x 1 112' PANHEAO SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: • • • • • • • • ; . • • • ON SHI: 4 HORIZONTAL CROSS SECTION DOOR LTEFRAME FROM THE TOP DOWN VER11CA I I Y Y: 3.25 , 10.625 , 18.0625. 25.4375. 32.8125: 40.1875 ; 7.b • SEE NO 6 A SIOEU T SUCK 55.0' & 62.375 • • • • • • •:• . 29 ON SHT. 4 �, 4 V t DOOR LITEFRAME TOP & BOTTOM. FROM RIGHT TO LEFT: 325, 11.875' & 20.375' • • • • • r: • •. • SMITE 1103eMf FROM THE TOP DOWN AE Y 325". 18.0625", 32.8125: 47.5625 & 616 5' • • • • • • •� • SEE DETAIL 5 WE 12 -13 -01 SIDEUTE LITEFRAME TOP & BOTTOM. FROM THE EFT: (1) AT 4.4375 • ON SHEET 5 Prww gr sUIE N.T.S. 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED ° 0.25' MAX. • WLN UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. • • • • • • • • • l V-) RW arc •r 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 IHEIP *, I4ST�LUNG INTO • • • 1.5a. �. riw�s rk S. N 1323 � ORt•MC �: MULl10NS. USE ITEM 1 16 WHEN INSTALLING INTO CONCRETE/M450NRY SUBSTRATE AT SIDED E y • • • • • • • • • EMBEGI , �,y,� PTC. , Prc. U.0 S -2105 • • • • • • • • • • aorxLdys, Fl•na• 11iC6 PAoM: 521- 690 -1788 • • • • • • • • • me s..r,+. r wa..rrr. •• awe For. 521 -690 -1789* 74.5' MAX. OA FRAME MOTH 70.25' MAX. OA FRAME WIDTH PRODUCT REVISED 0 wmplyn wish the Flaide SEE DETAIL 1 Duildingcalc ON THIS SHT SEE OETAd 3 gcceplena No O - i . Ol F ON THIS SHT. D.cc /2 SEE DETAIL 6 Mim ■do Product canvol 12. 6. 3 ' 5" 4.5' TYP. -{ 8.58' TYP. piwioo 3 TYP r ON W. 6 I I TYP. I � J' TYP. I 3 3' " iYP. 1 J___ L. SEE DETAIL 6 6' 7.375' 6' T ' — — — _ 7.375' ON SHT. 6 d T -.,& Via 51 51 51 \• 6 TYP. TYP. TYP. SPACES 31' �5 — SEE NOTE 5 5 ON SHEET 4 0 13.85' 0 13.85 SEE DETAIL 7 SEE DETAIL 8 81.25' — ON SHT. 6 — 81.25" ON SHT. 6 — — — — ' MAX oD FDwuAiE / FR AME {� x FRAME — 5.5' I _ � 5.5' TIP. HEIGH / 31 i w J1' 'o 36.625 76 36.625" 16 — TIM II — — — lYP — — 7' TYP. "12.125' TIP. 3• J. 7' TYP. '• SEE DETAIL 2 ON THIS SHT. h tg DOUBLE DOOR WITHOUT SIDE! ANCHOR LOCATK)N$ SEE DETAIL 4 s WEED FROM MEOW ON THIS SHT. SINGLE DOOR WITH SIDEUTES ANCHOR LOCAITONS WEWED FROM INTEROR t6 25 2 ki 4 .15' MIN. C -SINK. 16 51 2 ,� g �\ •• •♦• r • • SEENOIE f0 w ♦ • ON�HEEr 4/ 41 • / • • • • • • ♦ 0 / \ 9 \ • /• • • \• •• / • • a s • e • ; wt[: 12 - 13 - 01 41 9 p g :eac N.Ts n er, WLN 4 \ / 9 ae Affm. as ft RW 0 0 0 000 Eric i+m+0o P. E No. 41J23 DETAIL 1 - 0 HEAD IAMB DETAIL 2 - 0 THRESHOLD - • SETAIL •1 0 -WHIWSHOLD • • • i DETAIL S =5 ea � sw C25 Pla Lic 5-2105 ASTRAGAL STRIKE PLATE ASIR4GAL STRIKE PLATE SURFACE BOLT STRKE PIA • SQRTFACE BOLT Ph *ft' PLATE • COUNfiR$IMK FOR INSTALLATTON ANCHORS 1 b�tlid 9 ' 11pids 32o5o � 321 -690 -1786 • • • rs.c a un,.N w w•we•Nn Nn mats Fmr. 321 - 100 -1789 L+EET J_ OF u ••• e • s • ••• • • i 2 I-- 107' W. OA FRAME WIDTH pRoD ijcTR E VISED w m c ithdw 37.7$ MAX. OA omplying ith tlx Florida r FILIME WID1H g Buildin Code •Q1 A uildin No C SEE DE1NL 1 Expiratio Datc 12 ON SHEET 5 - g r 4.5' IYP. SEE DETAIL 6 SEE DETANt 3 � • flu do Yroduu Conttul 1 t.125' ON 7t9S SH7 3' IYPi " iYP ON SHEET 5 Division 9 F 6" iYY♦o. TYP 6' TYR 6. 3" 3' TV. i-I 3' TYP. •� TYp. SEE DETAIL 6 v. 6' np. I I III I 1 I I I 7,375• 6' rip. 6' �• 7.375' ON THIS SHE. 51 51 $1 TYp. gyp 5 SEE SPACES 2 ON SHEET 4 31' S J1' 0 13.85" SEE DETA L 7 0 13.85' 0 11.54' ON THIS SHT. - SEE DETAIL 91.25' - 81.25' 8 ON THIS MAIL MAX. OA ` OA I— � FRAME 1E10HT _ _ 5.5" � 7�___ _ HEIGHT 5.5' O I 31" II m m 36.625` TYp. J6.62$' i 6 Am � tr 1 1 1 1 1 1 I f 1 9 _ I I �"' a a J 3' T1P. - ^1 t- Ill 7• � I^- 7' 1YP. Y T1P.� a C 11.625` T IYR m mow SEE DETAIL 2 SEE DETAIL 4 ON SHEET 5 ON SHEET 5 DOUBL DOOM WON WELITE'S ANCHOR LOCtnONS SINGLE DOOR WIRW SIDELM ANCHOR LOCATIONS -- Y MED FROM INTERIOR WEWED FROM INTERIOR 5 53 / 6 g�go 14 SEE NOTE 7 6 ON SHEET 4 l i • • • • • IIOTE•4 = ° 1 DAM 12 -13 -01 • • 6 \ 1 1 prepaw ar. smc: N.T.S. MOM a>~: WLN / t / tolttlo -t AVMPff a« am Rw • • • • oawtno aa: DETAIL 52 • • • • • • • • � . v c�itsz3 HINGES TO JAMB k DOOR • t • • Imrau�0i • • • DEIAIL RACAL •S7R1KE PN!!T[S 10 IAMBS i • • • • i i 1535 �' � S ft 32T waa.ey., abrwa Ithoate J21 690 -1789 STRIKE PIA 5 -2105 Ter[ cvarar w aa.t.re n ass fax: 321 -690 -1789 stair _,¢_ a ••• • • 000 0 PRODUCT REVISED ' es oo,,0yjog w6h +he Florida Building Code 50 30 3 Ac JER 30 50 54 Gxp By EXTERIOR ' EXT iA 0.125" MIN. TEMP. CLASS 0.125' TEMP. THICKNESS G 1.00" MIN. 1.00' GLASS THK. 0.75" AIR SPACE 5 0.124' TEMP. 75' x .50' INTERCEPT GLASS �- • INTERIOR INT 50 STEEL SPACER GLASS BITE 50 GLASS F3 BIT 50 38 2 SEE NOTE 2 E ON SHE. 4 SEE NOTE 2 ON SHE 4 � �o 38 nanNG DETAIL OOL ITF TRaM >< SINGLE PANE 118' TEMPERED CUSS 55 GLAZ O DETAIL OOL LITE FRAM 1' ° W/ 112' MIN. GLASS BITE I.G.U. W/ 118' WPM GLASS o SPARTECH W/ 112" MIN. CUSS BITE POLYCOM PP 5530 CI3 SPARTECH� y POLYCOM PP 5530 C134�� to 29 50 46 50 .25' x .50" INTERCEPT 29 29 48 EXTERIOR STEEL SPACER 0.500' MIN. 0.125' TEMP. 0.250' AIR EXTERIOR GLAS THK. GLASS SPACE `� I' 0.125' TEMP. GLASS :. CAS IN. 0.750' AIR SPACE 4iI 0.125' TEMP. GLASS 29 GLASS J,J 0.125" TEMP. INTERIOR BITE GLASS 50 INTERIOR 75' x .50" INTERCEPT GLASS STEEL SPACER s • • • • • • s 45 5 • SEE NOTE 8 ^ $ 50 BITE L * • • Y • • ON SHT. 4 m • • •• • • • s c8o g SEE NOTE 8 • s • s • • • • • • • 4 50 49 29 o v s ON SHT• 4 • • • • • • + • • • • • i 2a71NG DETAIL TRINITY LITE FRAME wit lJ 112' INSULATED TEMPERED GLASS WL' 12 -13-01 SCAM N.T.S. 112" MIN. GLASS 811E Prapared 8 K GLAZING DETAIL TRINITY L1TE FRauE • • • • • • • • • • LUPOY EU -5007 — — WLN 1' INSULATED TEMPERED GLASS • • • • w • • • • • n +IC •r RW q ? o i ll IMen W1 112" MIN. GLASS SITE • • • • • • • • s • • Flanaa P. E Ne. 41323 aeas�a Nor LUPOY EU - 5007 • • • • • • • • • • +s3s coa.w st�M sw+. cm m Lc S - 2105 • • • • • • • • • • Flora. 32asa Phan 321- 690 -1766 rent e.aeew. r tinvrwre t•. caw Far. 321- 690 -1789 L OF 0 1• • • • • •t• • • • is �-- 1.6T - I x0.25• 7• �� 1.67• 1.6T 4.5625' PRODUCT R iffi i 1.6$• ` 2.19' as complying - ��•i!h tlm Florida % . r 0.25' �!. A aax o O -O 1.38 g 1.25 1.21' % / / /�% 1.00 1.00' � 0.831" ®0.375• 1.25" / /�k � �� 0.75 o :c 3f. 9! _l z r/ �_ . R o.37s• -i I- / .j 0.50• �( BY _ (Z T Mrami Pro uu Conv O 12 � {.0207 STEEL 13 WOOD NINGE STILE 7 58 MCILL CAP 57 Sa� 8L EM 32 3/e• QUARTER ROUND 2 3 I Division O (`. O PINE O 0' L O SIDELIIE STOP FINGER JOINTED 11 MOF x 3.0' LONG PINE 4 44 PONDEROSA PINE --I I-- 0.513' -I 1.013" � � r ��•- -• 0,125 � m _ r9 0.53' ........ i:•:� �T. L 1.54" :. 1.54' 1.5626' 1.59' 1.00• O.J8" 0.50• :;> ............. t' 4.041' --{ 0.14.1 1.75' 1 1.75' 4- 1.75 --4 -� bi f-- 2.52' I-- 2.52' 1 75' 0.53' � 2.4375" 2.62" � OUmpNG BQIWP FACE 18 10 Cd41PRESSKH4 WfATHERSRTiP TRINITY ,50' LRE O O TRINITY 1' La 125 LfTE ao 0.051" 7HK. WALL ALUMINUM O 45 47 55 ODL CUTE FRAME 38 i SCHLEGEL 0 -CON QOS 650 EBdblE fBAlfE 1.50 8,00' F---t- 0.75' ° I 1.25' 0.75' �� r r 0.75' o o I I o .....I 0.62' Q 1.73' 2.8T 2.03 0.75• 2.125' 1L 75 ' 2.50. ASTRAGAL HAS TWO .312" O DIA. x 9' LONG BOLTS; y - 1 ON TOP, i ON BOTrOAI Q g; 1,02• BOL SPACER I._ SURFACE BOLT IVES �4�SS 8 SURFACE T 9 SURFACE BOLT STRIKE 28 _ (0.25' THK. STEEL) O O (0.50' THK. PLASTIC) O (IVES .125• STEEL) O ASTRAGAL (DIAL_) ASTRAGAL STRIKE PU7E 606346 ALUMINUM 41 (IMPERK 0.125• STEEL) 2 ❑ 2.17' . L O 2.040' 12• 1.71 52 O O STRW PUTS L O O h4ROWARE USED % j j/. -1 1.08. r 0.097' -��- �- -_ a.00D• • • • ; ; • • /• //� HAGER STEEL BUTT • • • • /s ,/ • � O O4" x 4' x .097' THK. STEEL ° b • 4 ..• .: • p. "• comma l i 2.67• om[ 12 -u -oi PropareQ By SCAM om ar: wLN • • • • • • • �/ we er RW .. , O as n",ra" P. c Ma. 4t323 010 "•"'a "O•° O WOOD LOCK BLOCK • • • • • • • • • • i O OOOR LATCH DfAO , spy �,y; Pho „ , Pit^ LLC 5 -2105 15 LVL • • • • • • • • • • 53 BOLT STRIKE PLATE neew rio:ao s29sa m. 321 690 - 1788 • • • • • • • • • • rsrc orarow..r •rwrw wo. »us far: 321- 690 -1789 T of j ••• • • • • •tl• • • • 00 •• • f • •• •• Florida Storm A K ' Panels By_ -......... 14475 N.W. 26 Avenue • Opalocka, FL 33054.685 - 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official h Dear Mr. Building, Official; We are Dade County Notice of Acceptance holder for the 22gauge panels under number 07- 0817.03 This letter authorizes to use..our 22ga. Panels under number 07- 0817.03 to be used at the fallowing job:' .• • . .. 0000 0000.. 0000 0000.. 0000.. • 0000.. • . 0 . 0 .t.. . .. ..... . . .0..000 0.000 0.... Sincerely, 0.0. • ...... . 00000. . • 00000. . . G. . .0..0. .. 0000 Victor V. � C z Enrique Revilla 00. President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMI•DADE MIAMI -DADE COUNTY, FLORIDA L " � METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) �..C"' 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION BY- - - -_- -- •- - - - - -- MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www .miamidade.eov f, Florida Storm Panels, Inca sw 14475 N.W. 26` Avenuei Opa- Locka, Florida 33054 SCOPE: ,t This NOA is being issued under the applicable rules and regulatr ��goyern n �t us construction materials. The documentation submitted has been reviewed by Miami- Dadersunty`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 scn e , and has been designed to comply with the High VelocityHurricarie Zone of the Flori din e. D ESCRIPTI 0.029" ) Galvanize Steel Storm nels tter • ••,,•• ••,,•, APPROVA DOCUMEawing No 2- 868 -111, tied " 22 ga vanized Steel 6torm Panels:'',• Sheets 1 •, through 4 of , prepared by L. B ardo, P.E., dated ovember , 2002, last revlS�tandated January 02, •' • • • • 2003, signed ealed by ennardo, P.E., bearin g the County Product Control Apewal • • • stamp with the Notice o cceptance number and expiration date by Miami -Dade County agduct Cpn%grDivisiv .. MISSILE IMPACT RATING: Large and Small Missile Impact 00 • • • • • •' • • • LABELING: Each panel shall bear a permanent label with the manufacturers name or ki city, stag and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise note$ herein. ....:. RENEWAL of this NOA shall be considered after a renewal application has been filedhnd.dvre ha been no :... : change in the applicable building code negatively affecting the performance of this product •. s e • 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 # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. � yc" No. 07- 0817.03 Expiration Date: 01/23/2013 _ Approval Date: 11/01/2007 • J J o �zad7 page 1 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1 Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets I through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E 0000 D. MATERIAL CERTIFICATIONS • • •' • • • • • • 1. Mill Certified Inspection Report. .. 0000 .. .. 0000.. 2. Certified Tensile Test Report issued by Certified Testing Laborato ry, Report 1V 0.... 1098X, dated October 29, 2002, signed and sealed b Ramesh Pate g y h.P.E. .. • • . • 0000 .. 00000 2. NEW EVIDENCE SUBMITTED • : 0:**: 0 0 0 • 0 0 0 0 ' A. DRAWINGS 0: 00:0 0 0 0 0 0000.. 1. None. 0 0 000000 s , . 0. B. TESTS • 0 • 0 0 0 000. 0 . • • •i.• . 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. my A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 E -1 PROD c - Me 3,5' �` 22ga: 1= 0.029' 1315' PRODUCT MARIGING (LOCATIC CPTffdNdL) I GALVANIZED. (LOCATION OPTIONAL) 2.000'"1 0.2, 5' -•°' 0388 WIDTH UNLIMITED ROLL BACK 1.00 I - 2.062' .^"'� 33.r5' MA?C: �}Iil 00655' 1 T� �' 0.19' (PERP. TO PANEL SPAN) .m I 1.312' a -{ L312 Imo- 1.31Y I-� 0.062' 5' 0315 MO hJj r 11 0.189' j TYP. 5EGTIONS Y N) Z(l AS REQ'DY 04 a ^' f r ,�' FRANK L. BENNARDO, PZ. 0 0.062' I ':.090. >0 I '..'ROLL L �9 'n 'PE0046549 BACK r. 0.062' �. 0.0621 _ TYP 0.32mJ TYP . - _ 0-4 10' 12.500• PANEL COVERAGE 0.500° _F ��0.0 OPTIONAL 4 STITCH 0.250' L"I, 0.650' TYP. OLTS WITH WA5HERED ' 14438' PANEL LENGTH_ F- 1.,81' -i W NUTS FASTENED • STORI I PANEL BUILD - OUT 'F' TRA �'F' TRACK ( A ROP 3 'U' HEADE qU - w w ' SPAN TA ) 44 V O Z 0 PLAN VIEW �/ O: 1.00' 0:,50 T 1Sga TYP 1.000' 1.000 00 , x U �7 f 5.5. STUD 80.158° 4.000° E m a j �0 O W Q Q U MIN 0 r (i 0.0516' 0.350' 0 + R0:30T xr0.125 m _ e 8 GALV STEEL 0150'. ff Z 2 (Y X . w a 0 rc 12 0. 5' 0.050' s 0 n/ 0 TYP. r_ GRADE 50) J- O� [- v_ + � d� W 2 v LL LL _Z I _ R ©317• z �' w 0 �0125' 1.00' MIN. L� 100' MIN. 0.085. 0.250' 000' 0.,50• d) i Z W w Z X W Z 1.500' 0.063 - 0.000' MAX. 5.000' MAX. 0.865' �� \ X Q W k i MAX t= 0.0,5' MIN. TYP TYP. O U- STUDDED ANGLE Z m n BUILDOUT /CLOSURE ANGLE J -PAN CLOSURE WASHERED WINGNUT - KEYHOLE WASHER HEADER END GAP �/ + B Z . ~ 'z l In (ZAMAC 3 ALLOY) I( G4LV STEEL GRADE 50 9 I- (�� Z Y (U5E 15 OPTIONAL. REQUIRED 1.15' DEEP TYPICAL BOTTOM MOUNT (CONN \ \ + J !1/ �+- w Q .ONLY FOR U5E WITH TRUSS TYPE S REQ'D) ` , lL r . HEAD ANCHORS 4 CALK -IN) \ 1 ) �I' U- \.80.150° Z Q IL LL MAY T IL A TYPICAL MOUNT ELEVATION N.is. roe Borr� / n� O (( Q � 3 Q 2.043' 1.00' II 1.8,5' l�� U W W' / N 0.093 2 -061' 5313' . - ENE NO I Ee 0.0,5' 0.063 -0 1* 0.063' 0093 EDGE DIST. 0.125. -11 I. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND 0 -� T 0.063' 0.063. TOP MOUNT (CONK r .063' Q� LAST PANEL TYPICAL PANEL ABOVE TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN dN 0 0.015' �n (� v TYPE A5 ReQ'D) PANEL oesTR.ICr1oN BEFRE ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND ^ B a 0.063' 0.125' 0.093' m oB � OVERLAP PROTOCOLS TA5 201 FOR LARGE MISSIELE IMPACT, TAS 202 n 0.063 I n 1.93,' _A • - -1 FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR 0.093 0.093��- -- CYCLIC WIND LOADING, 063' F- 5.313 ° - W z rA I- L931' -I 1 -00' n TOP 'U' TRACK (l BOTTOM 'U' TRACK a 2. NO 33.3% INCREASE IN ALLOWABLE STRESS HAS BEEN �l TOP 'H' TRACK n BOTTOM 'H' TRACK • • • • U U * eorroM z p USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. • • • *000 • MOUNT a o • • ••• •••• •••••• ••• *•• •••• • • w (CONN TYPE am 3. POSITIVE AND NEGATIVE DESIGN PRE55URES TO BE • • • • • • • , m W Nx A5REOV) o Q W •• • ••�• • • - _IL USED WITH THESE DRAWINGS Q a INGS SHALL 6E DETERMINED BY • • • • •• wB \ W OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE ••r••• •••• •••••• ••• •••• •�•• •••••� =0 A MAX oesTRUCnoN > Z GOvERNING CODE. WHEN ASCE 1-95 15 USED TO CALCULATE * • • 0 • • N • • • • • ° s Z Q p GAP (OC ) !G ICI Q PRE55URES FOR USE WITH THIS PRODUCT, THE USE OF A •••••• ••t••• • ••0••• �am� DIRECTIONALITY FACTOR <d=0-85 15 ALLOWED. • • • • • • • • • • • • • ° L 7d w LL I11 Z -20 S.S. SIDEWALK • • • • • �p.2�' w � W . > . S EXISTINGI•• • •• ••••• ••• • ,wO TOP MOUNT 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC OR MACHINE BOLT e WINDOW • • •. • M.L1c (CONN TYPE e WASNERED WINGNUT +� • • • • • • • • • • • • • 025' 1 AS REQ'D) m - x--� AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. •• • •• • • •• mu jr IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS 24' O.G. TYP. • • • • MAX. • • • �z'Ie vF yl lY_. ANGLE MAY `►.lRl•• • • •••• •••• •• I 4 DETAILED HEREIN, A LICENSE � O D ENGINEER OR REGISTERED �� • am ARCHITECT SHALL PREPARE 5f7E SPECIFIC DOCUMENTS TO 18 GA. GALV. STEEL • • • • • • �I • • • • PANEL BELOW BE USED IN CONJUNCTION WITH THIS DOCUMENT. o BENT PLATE (0.0418' • • • I • • • 1 OBSiRUG !n • • • • •••••• • • v/ BM. THK) OR 2'2' xx.125 TION ' I -000 • • • • • • �--- -- 6063 - T6 ALUM. ANGLE CINERL•1P ♦ • E> ISTINQ CONGW.ETE. HDL BOTTOM MOUNT (CONN TYP. PANEL OVERLAP 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE • • - 7 4° MAX. • •• • ••• • ••• BLOGIr•QP.•U�Y7D FRAMING • • • TYPE AS REQ'D) .OPTIONAL Ih - 2O STITCH BOLTS WITH WASHERED EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED L 0 ��. • • tLALL HNNT G bSdit DETAIL •• - Y LOADS. CORNER CLOSURE DETAIL • D --� (USE A TP FASTENED S OVERLAPS o MIDSP4N CV • • • N.T.S. • • • • (USE APPROPRIATE SPAN TABLE) -q 6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED TYPICAL MOUNT ELEVA710N AROUND OBSTRUCTION THICKNE55 t =0.029' MIN) CONFORMING- TO A5TM A653, B STRUCTURAL QUALITY, GRADE 80. G-90 GALV. COATING WITH A MIN. Fy =92.0 K51. ALL EXTRUSIONS SHALL BE F,063 -T6 OVERLAP WALL BEYOND WINDOW DISTANCE ALUMINUM ALLOY, U.N.O. GREATER THAN OR EQUAL TO 1.5 TIMES 07 0 .9 I T ,3 1. PANELS SHALL BE PERMANENTLY LABELED WITH A BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) 0 1 3� MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: 0.25• ALUM. ANGLE ® OR J -PAN CLOSURE 1 /J FLORIDA STORM PANELS, INC- MAX EXIST. GONG, HOLLOW BLOCK PIECE 9 (SEE DETAILS ABOVE). MAX LEG DIRECTION MAY BE REVERSED. MAX OPA- LOCKA, FLORIDA .... MIAMI -DADS COUNTY PROD. CONTROL APPROVED BUILD -OUT OR WOOD FRAMING. DISTANCE gLUM. ANGLE ®OR J -PAN CLOSURE 0.500' 8.. STORM PANELS NAVE 6EEN DESIGNED AND TESTED TO PIECE Q (SEE DETAILS ABOVE). OVERLAP REVISIONS THE MAXIMUM SPANS AND LOAD5 SHOWN ON THESE ++^ v �E LEG DIRECTION. MAY BE REVERSED �Z MINIMUM ,AppP1»edwC9 DES DATE DRAWINGS. REFERENCE CONSTRUCTION TESTING FASTENER • IS' O.G. FOR DESIGN LOADS �Ji� r „ EXISTING 4A C c COUNTY CQ'4'IENTS 1/2103 CORPORATION (CTG), OF MIAMI, FL, TEST REPORT No. 02 -041. CONCRETE, ZOO THAN OR 1psf (SEE Q EXISTING 1.000' HOLLOW 9 10. TOP =BOTTOM DETAILS SHOWN MAY BE CONCRETE, LOADS LE55 THAN OR EQUAL TO ANCHOR SCHEDULE FORANY ACCEPTABLE BLOCK OR t,� �� INTERCHANGED AS FIELD CONDITIONS DICTATE_ PANELS MAY HOLLOW 81psf (SEE ANCHOR SCHEDULE FOR 100° ANCHOR). FOR DE FASTENER 0 15' O.G. FOR DESIGN LE55 EQUAL TO 8 D SIGN LOADS GREATER WOOD BLOCK OR ANY ACCEPTABLE ANCHOR). FOR + THAN Sl sP, USE ALUM ANGLE CLOSURE �3IR �� Cg COM BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT DESIGN LOADS GREATER THAN WO PIECE ONLY WITH ANCHORS a 10' O.C. FRAMING IjSy�Sip SCALE: 3' = I' FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. OD Slpsr. USE ALUM ANGLE CLOSURE (d L-MBED By 6Y: FRAMING' PIECE ONLY WITH ANCHORS s 10' O.C. TRAP MOUNT CLOSURE DETAIL .t t F B II. ALL 5OLT5 1 WASHERS SHALL BE ZINC C / 8/0 BUILD OATED, w `f NT.S. GALVANIZED OR STAIM ESS STEEL WITH A MINIMUM TENSILE Tl -OUT MOUNT CLOSURE DETAIL � DLL-- •: 02- 868 -III STRENGTH OF 60 KSI. E _ 2.00' GJNEET: MIN. I OF 4 e o EXISTING CONCRETE. HOLLOW i" IAXII" fUrl ALLOWABL MINIMUM SEP°4P4TION' EMBED EMBED. BLOCK EE ANCHOR 5 BASED G p G//''�'- I p }�r� /� G /` f G3 CONNECTION TYPE TI S I AN S I� I- IE ®ULE �� I \OI. 1 I�FL Aee_�.J11 t�1E U ULE REFERENCE ANCHOR ON TYPE OF STRUCTURE. SCHEDULE T3 FOR MAX. G3 CONNECTION TYPE SPACING G2 CONNECTION TYPE 1., Bolts San Separation Separation SHORT LEG MAYBE REFERENCE ANCHOR SCHEDULE Less (inches) (inches) REFERENCE ANCHOR NO Stitch Stitc Positive P p a. 20 - °' T3 FOR Load - -�--� / SCHEDULE T3 FOR B ol ts At MidS all Load (PSG FRANK L. BENNA ,.P.E. 0.500' REVERSED TOWARDS � MAX. SPACING n THE OPENING MAX. SPACING P Than: at - 30 at > 30' . f) /f}\ f}\ EQ EQ �m.50m' EQ EQ � w (Psfl -MAX \' `I L iNQx ("I br _ 0 2.75 1.22" 'PE0m46549 02 50' 3 �m.zs e rt 0500' � �, r 25 10. 7 .. 10 . 7,. 30 8' - 8" 2.75" 1.94" n o 0 30 10'- 5r• 10' _ 51r 10'- 5" 3.00" 3.00" 35 10 - 0" 10 0" ' " " " 3 2 6 - 0 2.75 1.25 STUD ANGLE 39 9 . - 9rr 9 . - 9rr 35 8' - 8" 2.75" 2.10" 2 W '14 TEK SCREW OR plRECnoN MAY' 91- _ �9 40 9 r 8 rr � _ 9 r $rr � MA CHINE 6 0 BE REVERSED REVS E SCREW t NUT • 16' AS SHOUN 10' - 0" 3.00" 3.00" O.C. (TYP ALL SIM. 45 9' - 4" 9' - 5" W OU CONNECTIONS J - C2 CONNECTION TYPE REQ'p GLASS ` 49 8' - 11 ' 9r 3rr 6' - 0" 2.75" 1.29 4 m V w W REFERENCE ANCHOR sEPAR EXISTING plsT. Q w m Z Z J SCHEDULE T3 FOR (SEE TABLE J - GLAZING c m MA sPAUNG T2 FOR MIN.) W w 50 8' - 10" 9' 2" 40 8' - 8" 2.75" 2.26'° (Y - � _ Z w 9' 8" 3.00" 3.00rr s z a 0.500• 6 EXISTING (L Q 55 8 5" 8' - 11" 'Q Z = u - ' GLAZING 58 8 - 2 8' - 10rr 6' - 0" 2.75" 1.32" Z W w ' W w REQ'D SEPARATION m 0 w 60 $' - 1" 8 r _ 9rr tl.t X O < Z m FROM GLASS w 65 T _ 9" 8' - 3" 45 8' - g.. 2.75" 2.41 Z D �- u- (REF. TABLE T2) N 3 EQ EQ w o 70 T - 6" T - 8" 9' - 4" 2.92 2:92" Q W z m u 72 T-4" 4" T- 6" 6' - 0" 2.75" 1.36" J w z OPTIONAL BUILDOUT . I 50 �[ � IL MOUNTING CONFIC,UR.ATIONS z 75 T - 2" T - 2° 8' - 10" 2.75" 2.73' Z � Z Q 14 N (AT. HEADER OR SILL) J (L 80 6' _ gr 6 r . - 9" -z u ^ LL 60 6' - 0" 2.75" 1.43" Q � .4 9 a 90 6' _ 0" 6' - 0" � � qE L _ 44" im 8' 1" 2.75" 2. w w msmm• 100 S' -O 5° - 4 LL � o 110 4' - 10" 4' - 10" 70 6' 0,r 2.75" 1.51" W w 0 120 4' - 6" 4r Err T - 6" 2.75 2.24 7 3 mz5 130 4'_ 1 " 4'- 1" EXISTING I/4 -20 X.J' S.S. CONCRETE CONNECTION TYPE MACHINE SCREW G G Q �7 G HOLLOW BLOCK REFERENCE ANCHOR x.12.5' EMBED. eFAN `J CNEDULE NOTES TABLE T2 NOTE OR WOOD SCHEDULE T3 FOR MAX, EXISTING. CONCRETE. a 'X 3 4' 5.5. Z . FRAMING (SEE SPACING °i HOLLOW BLOCK OR MACHINE SCREW W/ ANCHORt� WOOD FRAMING- SEE WINGNUI X12.5' O.C. 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN I 'ENTER SPAN SCHEDULE WITH PO51TIvE DESIGN SCHEDULE T t ANCHOR SCHED, BASED LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM LOAD TO DETERMINE MINIMUM ALLOWABLE STORM y w p BASED ON TYPE BUILD -OUT MOUNT SECTION , �� N TYPE OF STRUCTURE G2 CONNECTION TYPE PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE PANEL SEPARATION FROM GLASS OR DOOR TO BE e e o OF STRUCTURE) xr , O C �a, - 1 3� WALL MOUNT 56CiTil ®N REFERENCE ANCHOR WITH P�yVE LOAD5 LE55 THAN OR EQUAL TO PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH (� :5 to SCHEDULE T3FOR MAX NTS. �t r •- . POSITIVE LOADS ONLY. "•.1!fptr r.ts NEGATIVE C . • 0000 SPA�IlUQ•• •••�•• �IESIGN LOADS. Z • • • • • 2. IN IkIbOLATION LOADS 15 2. INTERPOLATION BETWEEN LOADS 15 ° g _j •• • 0 000 • • ACGFW&,pBLE, OTHCRLIS�tJSE NEXT HIGHER LOAD. ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. t u e u (!) Q W ° 0.00 ••• z > n w z a •60••• 0000 0000•• s0666• ` ° "�''`" • EW,ISTING- WOOD TRUSSES EXISTINC'1 60110F7ETE. HOLLOI! BLOCK • • • • • • • • 24'0.r- MAX. '� p N GI CONNECTION TYPE EXISTING- CONCRETE. HOLLOW OR WOOD F�QMINC. SEE AN R • • • • • • • • • • • • JI (� ANCHOR5 TO BE AT 12.5' OR. 625' O.G: BLOCK OR WOOD FRAMING. SCHED, D . • R.�.$ET� QN TYP4 % S JGTURE • • • • • EXTERIOR �- (REFERENCE ANCHOR SCHEDULE T3 SEE ANCHOR SCHED. BASE • • • • • • • • • • • D �l FOR MAX. SPACING). USE REMOVABLE ON TYPE OF STRUCTURE. • • • • IS N WALL FINISH 0.0 l ANCHORS ONLY • :• : • L• �• 00 0000• ••• • •• •. Q Q '� •• •• D E 0000• 0.600• • yr • E • • • • STEEL TUBE TO BOTTOM TRUSS • - R NN - CTI N TYP • • CHORDS W/ (3)'i, `x2' EMBED }-- • • • •. LAG SCREWS 9 EACH TR1;55 ♦ • R_ ❑ENEE ANCHOR • 6 • • • v J cMB. • 5CHEIDULE T3 FOR 1 • • • • l24° O.C. MAX) ¢-- • - 0 ® • • 6f1t SING *0000 • • • .. � .L • • • 0 • 4'x 'x0-04 MIN STEEL TUBE < W EMBED U' HEADER TO ROLLED STEEL TUBE W/ CENTER EDG 025 E I j W ' ID LAG (AS DESCRIBED ABOVE) , w TRUSSES t '14 DIST. Z I AX 5.M.5 TO PLATE 9 6' O.G. BETWEEN TRUSSES Q s J w } MAX ' MAX LL IL Q Z i0 EX15TING EXISTING SEPARATION (L Q 0 REQ'D SEPARATION Lmax 8' -0' (MAX SPAN) GLAZING GLAZING p EXISTINJREa'D FROM GLA55 (.i FROM GLA55 MAX DE51GN LOAD -60 p5f GLAZIN(REF. TABLE T2) �� w W �'� t (REF. TABLE T2) REQ'D SEPARATION FROM GLASS U i, -zm x 3 4 ' S.S. N p K TRU55 MOUNT SECTION LL (REF. TABLE T2) d) MACHINE SCREWS W w NTS. ALUM OR GALV STEEL SPACER, x • 12.5' O.C. N () rJ AS REQ'D. E Q � O 0 s J L 10 z Z. A _ EMBED Q CONNECTION TYPE LEG DIR. M E Q .rr ANCHORS TO BE F T 12.5' OR REVISIONS -I (L 6.25' O.G. (REFERENCE MAY BE 025• W Tyr C SC 1 TI N DATE 0 L REVERSED p, w Z ;- ANCHOR SCHEDULE T3 FOR COwrr CO ENTS in)m3 j Z q� W Q m m 1 -- J� MAX + V I (L MAX. SPACING). USE EXISTING- CONCRETE. HOLLOW Q Q N m RE ANCHORS ONLY BLOCK OR WOOD FRAMING. W EXISTING 'i4 -20 x 3 %' 5.5. MACHINE 6 SEE ANCHOR SCHED. BASED N Q CONCRETE SCREWS 6 12.5' O_G. ON TYPE OF STRUCTURE HOLLOW BLOCK ED. EM D. x Ul SCALE: 3' 1' OR WOOD C2 CONNECTION TYPE C4 CONNECTION 1 ? - OF v FRAMING. SEE REFERENCE ANCHOR Q REFERENCE ANCHOR E U WN BY: -j D F ANCHOR SCHED /0 SCHEDULE T3 FOR SCHEDULE T3FOR MAX. EXISTING �; 02- 868 -III BASED ON TYPE MAX. SPACING SPACING . OF STRUCTURE CEILING/FLOOR MOUNT SECTION GLAZING 'F' TRACK/DIRECT MOUNT SECTION � EXTERIOR WALL FINISH, SHEET' N.T.S. N.TS.: - L OFFSET WALL MOUNT SECTION PROTRUDING FROM N.T.5. MOUNTING SURFACE 2 OF �. • EXISTING CONCRETE. OFIOI YY1� II � I IO b#I V7 II.Y.e7Y�RI�LIOI V 1�'.Tf�tl L5 - - HOLLOW BLOCK OR 8 PENETRATION WOOD FRAMING. SEE T/ 8 OR EMBED. ANCHOR SGHED. 5A5ED EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING, 1 ON TYPE OF STRUCTURE. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE J AN C5 CONNECTION TYPE �. b .:.� REFERENCE ANCHOR ED E DI SCHEDULE T4 FOR Q HEADER TRACK' 150METRIG FRANK L. BEEN O, P.E. ANG G1 CONNECTION T' 'PE MAX. SPACING REFERENCE ANCHOR TOP TRACK NT.B. (U I'x2'x0.092'xl • PE0046549 0.500 SCHEDULE T4 FOR MAX: ANGLE s END W/ (2) 13 F SPACING '14 5M5 TO TRACK . X .. _ CLIP LOCKS 0.50' 0 X END PANEL I — MAX 5 E FLU5H AGAINST 8 (y- ' b TOP TRACK 0 W Q Q W U Z REQ'D GLA55 SEP. Z S l7 DIET. (SEE TABLE Z w EXISTING Z / TOP 'H' -TRACK OR — �j J _z w ExI5TING J Q TOP 'U' -TRACK Q� _�� , T2 FOR MINIMUM) Q GLAZING ® �/ Z .GLAZING W p Q.0 (FASTEN TO Z Z x W REQ'D GLASS SEP DIST. _ STRUCTURE PER Z W W Z X W Z j O (SEE TABLE T2 F MINIMUM) O a SECTIONS T O LEFT) W )( O Q Z i Z N ZQ C OPTIONAL PLASTIC KNOB, M Y H '� w Q W W TO EASE PANEL SLIDING _ Q co z N n 6 N x (NON- STRUCTURAL, SEE 0 w Z 0.550 DETAIL TO LEFT) N (n < EXISTING Z. �. 7 / Q , J LL' CONCRETE. lJ. J HOLLOW BLOCK OR WOOD H (1) HEADER END CAP ('x030' PERFORATIONS FRAMING. SEE p' 14 p o END W/ (2)'14 SMS AT.MIDSPAN FOR USE 11. U 'V W TO TRACK ANCHOR SGHED. W EDGE WITIHI REMOVABLE BASED ON TYPE m HANDLE AND /OR OF STRUCTURE - D157. 0.500' w PLASTIC KNOBS EM D C6 CONNECTION TYPE C7 CONNECTION TYPE REFERENCE ANCHOR O.ISl5' REFERENCE ANCHOR r . � f .. SCHEDULE T4 FOR �1 CEILING/FLOOR MOUNT SECTION SCHEDULE T4 FOR MAX. MAX RAP MOUNT TRACKS, N.T.S. ©,620, �� I — WALL MOUNT SECTION SPACING. SPACING I I BOTTOM 'N' TRACK 'U' L M I I OR BOTTOM WALL MOLNT TRACKS, ATS. TRACK (FASTEN TO y � p • • • • STRUCTURE PER ° e OF STRUCTURE. ON TY ExIS ?I aGRETE • I• • DETAILS M, N 40 11D • • • • • BLOCIZ O FRG.FIING�� v • • • • L • • TO LEFT) B�pp� ! PENETRATION SEE AN( 40"5CHED. BASED — •• 0 00 0 A-m-Y � � e Q j�[ EXISTING CONCRETE. HOLLOW BLOCK . PLa • Z W Z OR ED. 5 FRAMING -. SEE ANCHOR OR EMBED 0 0 0 0 0 • • • • • • • tt • N SGHED. BASED ON TYPE OF STRUCTURE see • 0 0 • 0 • 9 • • • G5 CONNECTION JYPE I go:... -� Z REFERENCE ANC0IDf0 • • • • •I • • I N • • 9t5r)& T4 FOIk • SILL TRACK ISOMETRIC • rrr--- ---�J. 0.25 ---' �l1p, �1 • x PACING 0.250' • • • • • • • • • LL_ � Q— G- MAY BE BENT �• ••••• 0000• •• R Q LE � O • • OPiIONiAL PLAST�� KI�OE3 eorTOM rRACK, N. r .s. -e- \ 70 30deg MAX � • 5.50 • • • • • Foa N N SIDE QLA • # EL51 • • •• • •010 0000•• 0000•• • . ♦ v ,ri cg lg / n W . 0090 •• ••• pp ' p,y!ay. zeka4z �/ A K'CS 8tt d.lw ' N & . KN— (� 10 i Florida a In 4 AL ti�� X p — •• •0 • MAX • • s •• wi• V e W p D ate 2'� 2vo3 �.- 365' S s� • • 0000 •*a• ••w••a • • i i NiOA (J� 0000•• • • . • • • • • • • • M Ism i WWII: OPle8d06d!'�"t3E"sds Z c6 ---- ii��-- 7TTT-- • • • • 0000 • +0000 � 1.365' CS GNN TYPE 1 • • • • • Ij • • i • see* • • • • • e • • DiWiSdJ w B REF. 4NGHOR I • • • 5CHED. T4 FOR • • • ` R N t ` ' MAX. SPACING Q Lu zw 4NEL MOUNTED REQ'D GLA55 5EP. I Q Z 0 ADJACENT PANEL BLDG ER EXISTING DIST. (SEE TABLE IL W 9 TOP PER JACENT , § rs GLAZING REQ'D GLASS Eas r T2 FOR MINIMUM) z L W m TYP 12.5' + J s 5EP. DIST. ExI5TING X GOVERACsE DETAIL 'P' (SEE TABLE T2 GLAZING Q C7 GONN TYPE M FOR MINIMUM) z X07 T4 REF. ANCHOR 5CHED. FOR MAX. SPACING I 1.4 In z 1365 L x JI E pi 1.365' 1 ExI5TING -J x .a C « *r:r,*,�' CONCRETE, W Q (2) ' -20 5.5. REVISIONS HOLLOW BLOCK 'Q �_ OPTION A : (3) ra L I ' p— STITCH BOLTS Q OR WOOD () p 1 ELCO PANELMATES I I 6' MAX I I 4u FRAMING. SEE W W/ WINGNUTS CRIPTI N DATE QJ -LEG MAY BE BENT ANCHOR 5CHED. EACH SIDE OF I AT BOTTOM OF TYPICAL 'RtENTS Im03 TO 30de MAX BASED ON TYPE � ADJACENT PANEL D 0 LAST PANEL OPTION B : C2) a ELCO COUNTY CQ /SGF g OF STRUCTURE EMBED. I ^ 6' MAX I PANELMATES AT BOTTOM \ 1 TYPICAL OF ADJACENT PANELS FASTEN EACH PANEL ADJACENT TO LAST � ++ SCALE: 3' = 1' (UN.O.) PANEL 6 BOTTOM W/ (2) ELCO = ANELMATE5 OPT. A : 2'x2' MAX I I Z 1 IN OPT. B : (I) I n-20 POWERS Y a (1) POWERS CALK -IN. ALTERNATIVELY, LAST PANEL AROUND WINGNUT CALK -IN, CL05EST TO LAST t r -HEADER /SILL MOUNT SECTION USE (3) PANELMATES AND NOTCH BOTTOM PANEL (NO NOTCH REQ'D) :797A : 11/18/0 DIRECT WALL MOUNT SECTION Z 868 -III TRAP ANGLE, MaUNT TRACKS ON A NTS. CORNERS OF LAST PANEL TO FIT OVER 5 DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIRECT WALL MOUNT INNERMOST ANCHORS. BOTTOM DIRECT WALL MOUNIr (REF. DETAIL V), NN.T.S. S. (REF. DETAIL 'P'), N T.S. 5NEET: 3 of 4 i + eo � N GNOR SE'ACINC->: SCHEDULE 4NG> -IOI� SP.4GINC� SCI- IEDULE �,4NGNOi� SP�GING SG4- 4EDULE T3 T4 C'fNSIDE MOUN �'ANELS; WALL MOUNT) NN50E MQUNT PANELS, TIRAP MOUNT) 2,5" EDGE DISTANCE 2.5" EDGE DIST. 2.0" EDGE DISTANCE SPANS UP SPANS UP SPANS UP SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP T d 5.50 ft - 8.67 ft 10.67 ft F TO TO T O � 5.50 ft 8.67 ft � 5.50 ft 8.67 ft ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE N ANCHOR LOAD CONN TYPE CONN TYPE ANCHOR LOAD CONN TYPE CONN TYPE FPEE0046s 9Nyalz ° °. F.E. w u (psf) Cl C2 C3 C4 Cl C2 C3 C4 Cl C2 C3 C4 w ai (psf) C5 C6 C5 C6 w ai (psf) C7 C8 C7 C8 1/4" x 1 -3/4 EMBED 39 12.5" 16.0" 96.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16,0" 11.9" 13.5 1/4" x 1 - 3/4 " EMBED 39 16.0" 16.0" 16.0" 16.0 1/4 "x 1 -3/4" EMBED 39 16.0" 15.3" 13.6 ELCO T APCON 12.5" 16.0 16.0 16,0" 12.5 16:0" 11.6" 13.3" 12.5" 16.0" 8.4 10:7" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" ELCO TAPCON 45 16.0" 13.2" 11.8 8.4" MIN 3320 PSI CO 58 12.5' 16.0" 16.0" 16.0" 12.5" 16.0 8.9" 19:1" 12.5. 16.0" 8.0 10.3 (MIN 3320 PSI CONC) 55 16.0" 16:0" 7.5 16.0" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9 Tcap (lb) = 483:00 72' 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Tcap (lb) = 483.00 65 14.2" 16:0" 6.0" 16.0" Tcap (lb) = 386.40 65 12.9" 9_2" 8.5" 6.0" 111 T Vcap (lb) = 475.00 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" Vcap (lb) = 380.00 72 11:6" 8.3" 8.5" 6.0 f(L L 114 "x7 EMBED 39 12.5" 16.0" 16.0 16,0" 12.5 16.0" 15.2" 15.0" 12.5 16.0" 10:6" 12.1" w 1/4 "x7 EMBED 39 16.0" 16.0" 14.8" 16.0 � 1/4"x7/8" EMBED 39 16.0 16.0 15.2" 10.8" , W Q w ALL- POINTS SOLID -SET 49 12.5" 16.0" 16.0" 16:0" 12.5 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" w ALL - POINTS SOLID -SET 45 16.0 16.0" 10.1" 16.0" w ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9:3" 0 m �, U Z U LEAD S 12:5" 16.0" 16.0" 96.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" U LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6:6 16.0" U LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Z = z0 Tcap (lb) 428 72 12.5" 16.0" 91.5 12:7" 12.5" 16A'' 7.1" 9 2" 12.5" 16.0" 7.1" 9 2" Tcap (l = 428 65 12.6 16.0" 5.3" 16.0" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Q �'J --I \ Z w z tL ,n z U Vcap (lb) = 429 130 125" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16 0" 7 1" 9:2" v Vcap (lb)= 429 72 9.8" 16.0 5.3" 16.0" V Vcap (lb) = 429 72 13.0" 9.2" 9.5 6.7'' Z Z W 114" x 2" EMBED ZW w X z Z " " " " " " " '• " '• " " '• " " •' „ " 1/4" x 2" EMBED 3 0" 1 6" " W 39 12.5 16'0 16.0 16.0 1 .5 1 .0 1 3 15. 1 .5 9: 2. 1/4 x2 EMB 6.0 16.0 12 16.0 9 16 1 10:3 7.4 " 2 6 3. 7 2 16.0 2 1 6 D 39 1 9 w ELCO PANELMATE 49 12.5" 16.0 16.0" 16.0" 12:5" 16.0" 8.9" 12.4" 125' 16.0" 65 9.9" ELCO PANELMATE 45 16.0 16:0" 8.8" 16.0" ELCO PANELMATE 45 14.1" 101" 8.9" 6.4" m In 0 a Z m LL (MIN 3350 PSI CONC) * 58 ' 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9 10:4 125" 16.0" 62" 9.6" (MIN 3350 PSI CONC) 55 16.0" 16.0" 5.8 16.0 (MIN 3350 PSI CONC) * 55 11,5" 8.2" 7.3" 5.2" z = Q m z Tcap (lb) = 372.00 72 12.5 16.0" 90.0" 13.3" 92.5" 16.0" 6.2 9.6" 12.5" 16.0" 6.2" 9.6" Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" Tcap (IB) = 297.60 65 9.7" 7.0" 6.4" 4.6" W Q Vcap (lb) = 565.00 130 12:5" 16.9' 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (lb) = 565.00. 72 8:5" 16.0" 4.6" 16.0" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" Z Q _L (Y U- .. Qz _ U j J 1/4" x 1=1/4" EMBED 39 12.5" 16.0" 16.0" 15.8" 12:5" .15.5" 7.8" 9-9" 12.5" 12.6" 5.4" 7.9" 1/4" x 1 -1/4" EMBED 39 16.0" 16.0" 7.5" 15.5" 1/4" x 1 -1/4" EMBED 39 12.6" 8.2" 8_0" 5.2 (3 v 0 Q ELCO TAPCON 49 12.5" 16.0" 12.7" 12.5" 6.25" 12.3'' 5.2" 7.7" 6.25" 10.0" 3.8" 6.2" ELCO TAPCON 45 16.0" 16.0" 52" 13.4" ELCO TAPCON 45 10.9" 7.1" 6.9 4.5" IL U v (Il :� 3 w 58 12.5" 16.0 87" 10.5" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 55 11.0" 16.0" 3.4" 11.0" 55 8.9" 5.8" 5.7" 3.7" v Tcap (lb) 218.00 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" U Tcap (lb) = 218.00 65 6.4" 14.6" 9.7" U Tcap (lb) = 174.00 65 7.5" 4.9" 5.0" 3.3" O Vcap (lb) = 398.00 130 6.25" 9.7 3.6" 6.0" .6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3:6" 6.0 O Vcap (lb) = 398.00 72 5.0" 13.2" 9.7" O Vcap (lb) = 318 72 6.8" 4.5" 5.0" 0 ° 1/4"x7/8" EMBED 39 12.5" 16.0' 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" m 1/4 "x7/8" EMBED 39 16.0" 16.0" 12:4" 16.0" m 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" z ALL- POINTS SOLID -SET 49 12.5" 16.0" 96.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12:5" 16.0" 6.2" 6.6" z ALL- POINTS SOLID -SET 45 16.0" 16.0" 8.5" 16.0" Z ALL- POINTS SOLID -SET 45 14.2'° 10.7 9.0" 6.8'° C LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0 12.5" -16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" O LEAD SHIELD ANCHOR 55 16.0" 16.0 5.5" 16.0" 0 LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (lb) = 358 72 12.5" 96.0" 9.6" 8.8" 12.5" 15.9" 5-9" 6.4" 12.5" 15.9" 5.9" 6.4" � Tcap (lb) = 358 65 10.5" 16.0" 4.4" 15.9" 3: Tcap (lb) = 358 65 9.9" 7.4" 6.5" 4.9" O Vcap (lb) = 249 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5,9" 6.4" 12.5" 15.9' 5.9" 6-4" O Vcap (lb) =249 72 8.2" 16 0" 4.4" 15.9" O Vcap (lb) = 249 72 8.9" 6-7*' 6.5 4.9" � � 114"x 1 - 114" EMBED 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" • 1�4" x 1 -1/4" EMBED 39 16.0" . 7.1" 14.5" _ 114" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5:1" O A • •••••• •• • O = ELCO PANELMATE 49 12.5" 16.0 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4' 3.6�" 4N = ELCO PANELMATE 4t• ?6.0" M.t' 4.8;'� 12:6" 2 ELCO PANELMATE 45 9.7" 6.9 6.2" 4.4' -g J * 58 12.5" 154" 8.2" 8,1" 6.25" 9.8" 3.8" 5.1 " 625" 9.1" 3.4' * 4.7 i • . * 55• * 10.3" * M:)" 3.2' M.3" * 55 7.9" 5,6" 5.0" 3.6" W W m L J Tcap (lb) = 204.75 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4:7" 6.25" 9.1" 31 3.`I' Tcap AT _ X54.75 6t $.0" 13.7 Tcap ()b) = .201.50 65 6.7" 4.8" 4.4" 3.2'° z > ELI Z Vcap (lb) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3:4" 4.7" 6.25" 9.1" 3.d''" 3-" • . Vcap (4 4.24.50 • • ;.7 12.4" •'.'L" Vcap (lb) = 198.50 72 6.1" 4.3" 4.4" 3.2" •• •.•• LL Z �-- s LL 0.75" EDGE DISTANCE a • • o e i 0 0 • . 0 ' 0.75" D DISTANGe 0.75" EDGE DISTANCE +� } 114" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.77M • 104" x 2" THREAD 39 6.0" • • 12. '' •;1'5•.0" 1/4" x 2" THREAD 39 7.5" 6.5" 4.8" 4.2°' PENETR. LAG SCREW 49 12.5" 16.0" 16.0' 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.1' I.1" PENETR. LAGGCREW A. X6.0" 16'11" 8.5" 'I'90" PENETR. LAG SCREW 45 6.5" 5.7° 4.1" 3:6" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0' 61 • 55• 16.0" 16.0" 5.6;';'1n0" 55 5.3" 4.6" 3.4" % r Tcap (lb) = 359.53 72 12.5" 16.0" 9.6" 4.1 " 12.5" 16.0" 6.0" 12.5" 16.0" 6.0' i • • • •Tcap (17- " ?.53 6! ' ' 10.6" o %"': 4.4' 16.0" Tcap (lb) = 359.53 65 4.5" 3.9" (() Vcap (lb) = 82.97 130 12.5" 16.0" 6.0" 12.5" 16.0 6.0" 12.5" 16.0" 64' • Vcap (16 ).:i 83.Z7 7: • . $.2" 16.0 "' 4.4" • 190" Vcap (lb) = 82.97 72 4.1" 3.5" #14 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" 7,7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9 • • 0 � #•14 x 1 -v2" THR EAD 39 16.0 • IVC' 8.1 0116.0" #14 x 1 -1/2" THREAD 39 7.7" 6.2" 4.9" 3.9" _ Pl �LLI o PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" tf I PENETR. WOOD SCREW 45 16.0" 1 V 5.5" 14.4" o PENETR. WOOD SCREW 45 6:6" 5.4" 42" 3.4" q � LLI -, O 58 12.5" 16.0" 9.3'' 5.1 " 6.25" 11.2" 4.3" 3 2" 6:25" 10.4" 3.9" 55 11.8 16.0" 3.6" 11.8" O 55 5.4" 4 4" 3.4 0 cv Tcap (lb) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" . 3.9" 6:25" 10.4' 3.9" Tcap (lb) = 234.00 65 6.9" 15.7" 10.4" Tcap (Ib) = 234.00 65 4:6" 3.7" 3.0 i Vcap (lb) 96.74 130 6:25" 10.4" 3.9" 6.25" 10.4" 3.9" 625" 10.4 3.9" Vcap Qb) = 96.74 72 5.3" 142" 10.4" Vcap (lb) = 96.74 72 4:1" 3:3'° 3.0" ( 7116" x 5/8" EMBED 39 12.5" 16:0" 16.0" 13.0" 12.5" 96.0" 8.3" 8:1 12.5" 13.4" 5.7" 6.6" 7/16" x5/8" EMBED 39 16.0" 16.0" 8.0" 16.0" 7116" x 5/8" EMBED 39 13.0" 9.2" 8.2" 5.8" o BRASS BUSHING & 49 12.5" 16.0" 13.5" 10:3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5:2" BRASS BUSHING & 45 16.0" 16.0" 5.5" 14.2" BRASS BUSHING & 45 11.2" 8.0" 7.1" 5.1" 114 -20 SCREW * 58 12.5" 16.0" 9.2" 87' 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" 1/4 -20 SCREW * 55 11.7" 16.0" 3:6" 11.7" 1/4 -20 SCREW * 55 9.2" 6.5" 5.8" 4.1'° - ) Tcap (lb) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Tcap (lb) = 231.50 65 6.8" 15.5" 10.3" Tcap (lb) = 231.50 65 7.8'° 5.5" 5.1" 3.7" Vcap (lb) = 232.50 130 6.25" 10:3" 3.8" 5.0" 6.25" 10.3 3.8" 5.0" 6:25" 10.3 3.8" 5.0" 1 Vcap (lb) = 232.50 72 1 .3 14:0" 10.3" Vcap Qb) = 232.50 72 7.0" 5.0" 5.1" 3.7" ANCHOR NOTE REV151ON5 I: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER r+J"1 S7r'F'aE Sk >fi'tB 3 GQINTY Cp D 5 RIP DATE C y t N2/ ©3 SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TIT p pmv . OF NOMINAL 2' X 4' (MIN.) WOOD 5TUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD �IOSEISA [€TgC3'l� 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL i ANCHOR TYPE. SELECT DESIGN SHALL BE 'SOUTHER G= N PINE' 0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX 23 LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR HEAD. Do' EQUAL TO SHUTTER SPAN. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. P'IC'4sl! 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 8_ MACHINE SCREWS SHALL HAVE MINIMUM OF ' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE Mi Di& paroduaC�°" } �� SHEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O, e SCALE: rLT.S. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINI5HE5. �` ` H WN 6Y: 5_ WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT 0. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACC FOR USE B K1 a FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ` r` DWG ': 02- 868 -111 ACCEPTABLE ONLY FOR 51DE CLOSURE PIECES. " f 0 0 : 8 C3 �j{ {EET: . y h 3 4 QF 4 0 The following pages were originally attached to plans with the following permit # .W S -) 0 50) a 3 CCErRAIN J WIND LOADS CALCULATION EXISTING RESIDENCE DOORS RENOVATION 58 NW 104' STREET MIAMI SHORES, FLORIDA 33150 COLTRAIN & JONES, ARCH. - f 535 SW 8TH STREET, SUITE 100 MIAMI FLORIDA, 33130 JJll April 7, 2010 e� w 58 NW 104 Street Residence Doors Wind Pressures ASCE7 -05 h= 15 it Mean roof high V= 146 mph 1= 1.00 ASCE 7-05, table 6.1 Kh= 0.85 ASCE 7 -05, table 6.3 " Kzt= 1.00 ASCE 7 -05, section 6.5.7.2 Kd= 0.85 ASCE 7 -05, table 6.4 qh = 39.4 psf Gcpl = ± 0.18 qh- 0 .W 2 5WKz1(Kzt)(Kd)(V 2 N Flat Roof GABLE ROOF Wall Design Pressure, psi Wall Dzmmpsf (10% reduction) Area, fr 4M4 -ft" +Gap -Gcp4 ZONE 5 ZONE 4 area, ZONE 5 ZONE 4 10 -'1.10 -1.40 1A0 -1.10 «1:40 +46.5 -622 +46.5 W.4 10 +42.5 -56.7 +42.5 -46.1 15 -1.07 -1.34 0.97 -1.07 - 1.34 +452 - 59.8 +452 -492 15 +41.4 - 54.5 +41.4 -45.0 p5 �g29 20 -i 095 »'1.0 = 4+ 14.4 WO - +44A 3 20 +40.6 - 529 +40.6 -44.2 30 -1.02 -123 0.92 -1.02 - 123 +43.1 - 55.6 +43.1 -47.1 30 -139.5 - 50.7 +39.5 -43.1 Roof Des' n Pressure, Overhang Pressure, psf area, +Gcp -Gcp1 -Gcp2 -Gcp3 ZONE 1 ZONE 2 ZONE 3 area, ZONE 1 ZONE 2 ZONE 3 10 0.30 -1.00 -1.80 -2.80 +18.9 -46.5 +18.9 -78.0 +18.9 -117.3 10 -74.0 -74.0 -117.3 20 0.27 -0.97 -1.59 -2.29 +17.7 -45.3 +17.7 -69.7 +17.7 -97.2 100 -70.1 -70.1 -38.6 50 0.23 -0.93 -1.31 -1.61 +16.1 -43.7 +16.1 -58.7 +16.1 - 70.5 500 -50.4 -50.4 h -38.6 100 0.20 -0.90 -1.10 -1.10 +15.0 -42.5 +15.0 -50.4 +15.0 -50.4 ©- 0---- - -- -a d � ©� - - - - - - - - - - - - - © --�- ® z - - - - - -- - © ® �� (D i© 3 ® ��" ------ 0 --- - - -- - a w a e> ral lea 0 I IV `