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WS-08-1680Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 824 100 Street 1132060340050 Miami Shores Village, FL Block: Lot: utte Expiration: 03/17/2009 Parcel Number Owner Information Address Phone Cell 824 NE 100 ST MIAMI FL 33138 -2512 WM RAUP Contractor(s) CARL LIPUMA INC Phone CeII Phone (954)753 -9189 Type of Work: panels and accordion shutters No of Openings: 12 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $220.00 $12.00 $5.50 $241.50 Building Department Copy Thursday, September 18, 2008 Total $ 0.00 $ 0 .0 0 Payment Type : Amt Paid I Amt Due $ 0.00 Applicant Valuation: Total Sq Feet: Authorized Signature: Owner / Applicant / Contractor / Agent Date SUSANNE RAUP $ 5,000.00 0 Available Inspections: Inspection Type : Shutter Final Shutter Attachment SEP 2 2 2008 MIAMI SHORES VILLAGE 9; 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 . September 18, 2008 1 Date Permit Number: WS-9 -08 -1680 Invoice Number: WS -9 -08 -32864 Applicant: SUSANNE RAUP Company Name: Owner Address: 824 NE 100 ST MIAMI, FL 33138 -2512 Job Address: 824 100 Street Miami Shores Village, FL Monday, September 22, 2008 09/22/2008 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number Amount $241.50 Change $0.00 Total Payment: $241.50 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name Contractor's Company Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REC OVE.le ° Permit No. X08" (bit SEP 200a VII CV NO VIP aster Permit No. Permit Type (circle): Building ) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) cZ,A V* sw%.tz. Phone # 3e) s 7: l` Owner's Address . 5S.2.. l� �(� ► '"� City 0\1,04m .W026. State cL. Zip '� I '�� LVIN- Phone # Job Address (where the work is being done) 11 .2 9 AA-E- V l`3 (,9 ' - K - \5Z € City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Kh r 4,1 /fr1 7: e—. Phone # 76 ` / a iJ Contrac 's Address 34/ £ 4' 7 ,Z. 4 City ( k4 l State ! ` . Zip 3 P Qualifier Name L:, 4-iU . �£ .$ / / L) f 14 Phone # 6 3 V— 7? 0 State Certificate or Registration No.l. g e ©0 973 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Ptri3O&SC, „Phone # Value of Work For this Permits 4 l Ct O® C Type of Work: Describe Work: ❑Addition ❑Alteration Square / Linear Footage Of Work: 1 t .<17 ********************************** Submittal Fee $ /ei Permit Fee $ Notary $ f n o Training/Education Fee $ Scanning $ IL IN Radon $ Bond $ Code Enforcement $ NltN Structural Review. $ Total Fee Now Due $ .44 . 5D cibuiti ott ❑ Repair/Replace ❑ Demolition c+cF °$ 40 CO /CC Tec ��:. ,, Fee $ 3.6 Zoning $ 9 , 3* See Reverse side —* Bonding Company's Name (if applicable) 1, J A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT:, I certify that all the foregoing information is accurate and that all work will be done in compliance with all - applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit Ls issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this r day 20_r8by S 'fC Nut,p , who is personally known to me or who has produced d- — NOT Y PUBLIC: My Commission Expires: qP APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who d duke an oath. s JANET PEREZ Notary Public - State of Florida y (.bmrnlsslon Expires Jun 20, 2010 Commission # DD 565770 onded By National Notary Assn. Signature v J / NOT ' Y PUBLIC: /I(,e 9-/7--&? Contractor 77 The foregoing instrument was acknowledged before me this3� cr\ day o , 2(9% sa by Car I U Pc trn a who is personally known to me or who has produced as identification and who dim an oath. A A JANET PEREZ % Notary Public - State of Florida y Commission Expires Jun 20, 2010 V Commission # DD 565770 CV\� �. " Assn. My Commission Expires: C Zwl u® Plans Examiner Engineer Zoning MUM momerr Norma ammo worms rM MI wows. D ., MMM!• 0 ' M °—' Noroor MIMI re) This Ins y,l,iment Prepared By Name 1 V 1•Vs Address 52 } ', L.t.) CO L S. c`3 Mc. C STATE OF NOTICE OF COMMENCEMENT COUNTY OF b—AirliF___ , THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal desertion of roperty, and street address If available) gS �i til l tAA A.tr Lt $Ark-o VA- Permit No. 2. General description of improvement: 3. Owner information a. Name and address: . *4 .../ S2ii b. Interest in property: % a '4 H E v:::‹174 5Tt) -E : t M li46 cio Lz.S. � F d c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ 6, Lender a. Name and address: b. Phone number. c. Phone number: 7. Persons within the State of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice o pommencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatory's Title/Office foregoing instrument t was acknowledged before me this ° day ofd J u e y ear) by (name of person) as ..�^ authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom instrument was executed). Cam\ \. \�V�ItA,,F�SI�� . Cc AkAL �1{ C & �=1 �'S Ca S STATE OF FLORIDA, COUNT( OF DADE I HEREBY CERTIFY' that this r a true copy of the origiil&l file; !Mill:; of h 1, day of —AD2o ©8' WINES. iy tP1M and Odte ai . HARVEY R1JVit `LE f, © ^Chrteii emi C.eteity Coatrfs TLC rve. - as t ature of Nota t, Type, or Stamp Com mission Number i Sign ='e o Owner or Owner's Autho zed 0 cer /Director Partner /Manager Signature of Natural Person Sign 'e Above (type of (name of party on of Florida ed Name of Notary Public Personally Kno iW' or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ,° • r-- .094" T L . o --t .094" m 0 • 3.062 ni .062' Ch 0 HEADER SCALE : 3" - 2.030" N SCHEDULE - TA TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" J,12 ". (TY •. ORM PANEL SPAN 1 4 0'. 0 .094" T .094" v: N '0 .120" .125" 375" . 452" 655" 0.090" (TYP.) fAt 0' N .190' .101" .094" .094" 0 062" 2 020" 0 465" 0.090" (TYP.) O u a E E c 0 0 O N 0 s o- 'o V w1 _ rn 0 0 c a 0 v 0 0 M N 0 M 1/4-20 MACHINE SCREW @12" 0.C.(STUD BE REVERSED 7 c 0 LABEL - LOCATION 2.02" 1.05" (TYP.) 1.01" • • • • • • •• • • • • • • • • • •• • • SEE NOTE No. 10 11_74 12.00" E0WE ••• • •14e3o5= • i• • • • • • i • 1' •• •. O 0 N 125" TYP. .375" R 1.00" MIN..' . 1_4- .632" { 5.00" MAX. •• •• • • • • • • • • • • • • • • •• • • • • • • • • • •• • 1 4 N • • •• •• • • • • • ••• • • • • • • • • • • • 2.02" .090" • • • • ••• • • ••• •• 1.525" .060" SYM. 315" R • 1:05" MIN. Ti'y 1.17" i .090" .150" .215" GENERAL NOTES; R ACCEPTANCE 1 BY MIAMI PROVISION NTY PR THE CONTROL OF THE HIGH HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW • 3. T T H O E SE D IN ACCORDANCE WITH THE GOVER ING CODE AND GOVERNING WIND VELOCITY. 4. AND FOR SE APPROVAL DOCUMENTS ARE GENERIC SYSTEMCLUDE INFORMATION 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACT PROVIDED THE CONTRACTOR HOES NOT DEVIATE FROM THE CONDITIONS DETAILE HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. BUILDINGOFFICIAL ELECT ONE OF FROM FOLLOWINGPOPTION DOCUMENTS, THE A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL B) REQUIRE THAT A ONE TAME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT OF ONE PANEL AND SHALL PERMANENTLY AS FOLLOWS: TOWN & COUNTRY INDUSTRIES, INC. FT. LAUDERDALE FL. MIAMI -DARE COUNTY PRODUCT APPROVED 10. FOL O LOWIING MINIMUM THICKNESS 3004-H34 OR PROPERTIES: NOMINAL 0 050 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12.ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR " "h" ANO "U " HEADER MOUNTING CONDITIONS. 2.02" SEE NOTE No. 10 6.000" COVERAGE ,, 8.332" 1 a HALF STORM PANEL SCALE : 3" = 1' -0" 4b STUD ANGLE ANGLE OC -TRACK (FINISH) 6a C -TRACK SCALE : 3" 1' -0" SCALE : 3" = 1' -0k' SCALE : HALF SIZE SCALE : HALF SIZE J w z a cr E 0 1- w w w N X N E J ■ : 07" 0 0 .062" tn 3.385 ". MAX. .092" .177" (TYP. 2.250" O BUILD -OUT F -TRACK SCALE : HALF SIZE 1 (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS I , J 4 377" N PLAN BOTTOM MOUNT P. 313" .375" - TOP MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" 0 tn N N SIDE • MOUNT PLAN VIEW °U' HEADER SCALE : 3" = 1' -0 .376" .190' 55" '.0 O 'P TRACK SCALE : HALF SIZE `(EY HOLE SLOT' - ,/ 1.00 ,650 .5" 11 - - - - - - - KEY HOLE SLOT 2.250" '1062" O 000" .315"0 0' N � `O r 315 "16 1 1/4" MAX. .060 "3.00" MAX. 2.250" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. .250" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. 655" 2.00" 1 /OPTIONAL LEG DIRECTION (ZAMAC3ALLOY) I fs 'F' ANGLE - TRACK O WING NUT SCALE : HALF SIZE SCALE : HALF SIZE FASTENER © 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & [a1 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2 " TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. Pr BUILD -OUT MOUNT CLOSURE DETAIL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1/4 - 20 MACHINE SCREW @ 12" 0.C.(STUD DIRECTION MAY BE REVERSED) 0 .125" TYP. ni 1" 2.00" MIN. I, 5.00" MAX. SCALE : 3" = 1' -0 ® STUDANGLE SCALE : 3" = 1' -0 1/4" YMAX. TYPICAL CLOSURE DETAILS (PLAN) .440" 1/4" MAX. 1/4 -20 MACHINE CREW 12" 0.C.(STUD DIRECTION MAY- -f BE REVERSED), .091" TYP. 2.00" j Of 30" .563 "m .88" j.Jr . rvf 20 GA. GALV. STEEL GR 40 OR 0.050" 6063 -T6 ALUM) KEYHOLE WASHER SCALE : HALF SIZE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (al 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR 1yj • SCHED. FOR ANY ACCEPTABLE to • ANCHOR) PRODUCT REVISED as complying with the Florida %!long Code Acceptance No OS- 07 ,S'• 0 3 Expiration Date EMT • By r '.L - • Mia • Dade . , net Control Division j. Knezevich Professional • Ucense N 0 2005 0983 Fl. V i • 06/29/20051 'scale AS NOTED (5_ er l NW [drawn by CR recited ty VIK1 draw4ng no. 05 -353 f sheet 1 of 6 1 DETAIL 0 ('PASS THRU' SEC.) ANCHOR SCHEDULE 1/4 "0 ITW W/ 1 -3/4" (CONC.) OR MIN. (BLOCK) EMBEDMENT CONC. (3.35 KSI) TAPCON MIN. 1-1/4" 1 -1/ 1-1/ HOLLOW MU BLOCK 1/4 - 0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC (335 KSI) 1/4 "sax MIN. 2 -1/2" LONG WOOD LAG SCREW W/ MINIMUM 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN WOOD 12" 4" 7" 12" C2 CONNECTION TYPE ENCE ANCHOR SCHED SPACING 0 a O 0 0 ID N N 0 c c 0 U 0 0 0 0 E u) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 N TYPE RE E ANCHOR SCHE• -4LE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING WALL MOUNT SECTIO SCALE: 3" = " O CEILIN SCALE: 3" O )t V X 5' Ni ' I E !,„-- � Id � NNECTION TYPE �` ERENCE ANCHOR S _ , EDULE FOR MAX. • • ••• • •• •• • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• —1/4" MAX. EXISTING GLAZING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) 1 1 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 MAY BE EVERSE SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL LEG DIRECTION CONNECTION TYPE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q. EQ. J w z Q 0: O 1- 1/1 w w tn to E 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR W WOOD FRAMING J m 4 1- t w J O U z EXISTING N GLAZIN /4" MAX. EXISTING GLAZING E "PASS THRU" SECTION SCALE: 3" = 1' - 0" 0 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" 0.C. (TYP. TOP & BOTTOM) STORM PANEL SEPARATION FROM GLASS TABLE 2 THREE 1/4 "4 MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT WOOD MEMBER EMBEDMENT 2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 1/4" < MAX. F 1 /4 "Io THRU BOLTS W/ LOCK NUT @ 12" 0.C. FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1/8" ALUM. ANGLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW ,BLOCK OR WOOD FRAMING. SEE DETAIL O CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (TYP. TOP AND BOTTON) J • w z Q 0. E cc 0 1- y w w tn x E J J 0 w x u z Q Cl- 1-1/2 O CEILIN MOUNT/ BUILD OUT SECTION SCALE: 3" = 1' - 0" EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 ■ FASTENER @ 6" 0.C. OR @ 12" O.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYP RE ANC EDULE FOR MAX. CING O "P' TRACK/DIRE !� MOUNT SECTION SCALE: 3" = - 0" lIMISOMIB ,► "{•P. u ° t• alSau WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. V) 3- J w z Q F 0 1- rn w X �o E J w J m Q 1- 1 W -J O w U z Q d PRODUCT REVISED >1s compiyiag with the Florida R'a rng Code Acceptance No 0 S✓O ?l3.03 3 €a ' Date 10/ a Contra Division 0 V cd O E-+ O O [date 06/29/2005 r ie AS NOTED, (design by 1 (drawn MGR (checked VIK, anwag n . 05 -353 sheet 2 of 6 I 1111 11 111: JW • : ..... 1 / rF in E. 0 0 • 0 U) 0 0 o rn I 0 0 c 0 0 - o 0 to to 0 3 r■ 0 v + 0 0 ri 0 CL • • • •• • • • • •• EXISTING STUCCO WISH OR PLYWOOD OFFIT EXISTING GLAZING GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 . •• •• • • • WOOD ROOF TR SS • OR FRAMING M•MBEIR 1 " x4 "OR1 "x6" .062 "• CONT. ALUM. TUBE (6063 -T6) W2x o. - = EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING • • • • SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. • • .• •• • • • • • • • ••• • • • t -1/2•' 1 =412" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O BUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" DETAIL L J w Z 4 a F cc O 1— u! w I/1 x N E J J C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN • h' HEADER OR' U' HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" #14 x 3/4" TEK SCREW @ 12" O.C. BETWEEN TRUSSES ONE 1 /4 "ox MIN. 5" LONG WOOD LAG SCREWS (al 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER TWO 1 /4 "ox MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER s m x to E J -1/4" MAX. LL Z vi a N Is. 0 X0 Q 0 J EXISTING GLAZING EMBEDMEN TWO 1 /4 "ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS --' EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 J w Z 4 0 f cc 0 • 1-- w to N X E J 1/2" PLYWOOD TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 2" x 6" P.T. CONT. WOOD BLOCKING- 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) n C -TRACK ASSEMBLY - (BLOW UP) `J SCALE: HALF SIZE C5 CONNECTION TYPE • USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x WOOD FRAMING REQUIRED w J m 4 w J 0 w v tn. z Q vt 1/4" MAX. a CEILING/BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" USE®0R 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD EMBEDMEN 1/4" MAX. 1 /4 "4'x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -.3/4" EMBEDMENT INTO WOOD BLOCKING EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FINAL LOCATION OF STUD M C-TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. 1/2" OD. x 1/4" I.D. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.) TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS (al 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1"x4 "x1/8" x CONT. ALUM. TUBE #14 x 3/4" TEK SCREW @8'O.C. 1/4" MAX. C • NNECTION TYPE. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD - OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" PRODUCT REVISED as complying with the Plod& Balding Cede . Aceeptonce No 0 S-0713.c:3 Expiration Dais ! 2. o f o BY Miami Da uct Control Division 0 0 ' 5 W 0 soak AS NOTED NW date 06/29/20051 rdrawn by MCR [chec by 1 ked ne. 05 -353 (sheet 3 of 6 SPAN SCHEDULE — TABLE 1) Prin t Information: MBEDMENT _ t0 0 rn 0o 0 E N N 4 0 0 0 N • • 0 0 0 ••• • • . •. .li S`�^. F.� �a . EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 O WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" =1 . 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2"x2 "x1/8" 6063 -T6 ALUM_ BENT PLATE . . • . 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALUM. ANGLE MAX. MAX. EXISTING BAY WINDOW 1" OVERLAP R TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" =1-0" • • •• •• • • A WOOD c 5 r 014 1 4ECTION TYPE REFERENCE ANCHOR ScNEds.1LE FQR MAX. SPACING 1/4" •.• MAX. • W• CO f- i w - J 0 w 2 U N z a_ 1/4" MAX. 1/4 -20 S.S. BOLT & NUT @ 11" O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. z SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 1" OVERLAP EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING b d. 1 "x 2" 2 "x 2" x 0.055" 6063 -T6 ALUM. TUBE 2 ., x 4 .. 2 "x 5" 5" LONG HANDLE RIVETED TO PANEL PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 9OTYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (al 12" O.C. (CONNECTS TO ADJACENT PANEL) EM 1/2" Q WALL MOUNT SECTION SCALE: 3" = 1' - 0" WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. b d 1 " 2 " 2 "x 4. 2.."` 2' x 0.055" 6063 -T6 ALUM. TUBE 2 .. x 5 ,. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN -C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) -1/4" MAX. J Iu iu z m F • I I- .J CU " 0 W W w �► U x z 10 0 E a J 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZING -• EXISTING HOLLOW BLOCK EE NN NON- STRUCTURAL CONCRIETE FINISH MATERIAL WALL MOUNT/ BUILD OUT SECTION SCALE: 3 " ="1'- 0" (MAX. PANEL HEIGHT = 7' - 4' & MAX. DESIGN LOAD. ±72.00 P.S.F.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1-0" DETAILS( )& NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD CONNECTION TYPE REFERENCE ANCHOR / 2 „ SCHEDULE FOR MAX. SPACING X1/4" MAX. 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8 "0 HOLE FOR FASTENING PANEL PRODUCT REVISED as imoplyiag with **Florida I#iaidimg Code Acceptance NoOS 0713.03 Expiration Dateo l D BY /I )4,14 Miami Dade net Camtr+ra! Division wz 2 [th" 06/29/20051 AS NOTED ) (NW ( ds wnby ) MCR 05 -353 [sheet 4 of 61 aS n u 0 0 Y • 0 0 0 0 a o. ANCHOR SCHEDULE . FASTENER MAXIMUM SPACNG (RICHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4' EDGE DISTANCE IW) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6' -0" 8' -8" 12' -0" S ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) • (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 4 ,, 2" MIN. 43.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 50.0. 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 1/4 "4 x MIN. 3" LONG 72.0 14 14 14 8 7 14 14 6 5 5 14 14 4 4 3 EMBED SHEAR PARALLEL 84.0 14 14 9 7 6 14 14 5 4 4 14 14 .4 4 3 OR PERP. TO WOOD GRAIN 150.0 14 14 4 4 3 14 14 4 4 3 14 14 4 4 3 43.0 14 14 14 13 13 7 / 9 9 3 eiti TIl N 50.0 14 14 14. / /�� 4 � /� e�// )C 7/16 "0 WOOD BUSHING 72.0 11 11 4 /�A%/ �/ /�VIW 1/4 -20 S A TgI I N N L ESS 8 STEEL 84.0 9 9 3 /�� /�� / MACHINE SCREW 150.0 5 4 /�/ /�M� //� *IMMEMZCM 43.0 14 14 14 14 11 14 14 9 8 14 14 7 5 * <i.lilU111umu 50.0 14 14 14 12 10 14 14 8 7 13 13 6 5 1/ FEMALE ELCO MALE/ "PANELMATE" 72.0 14 14 7 8 7 12 12 5 4 9 7 4 3 W/ 1 -7/8" 1/4 -20 MIN. EMBED. 8.• MACHINE SCREW 84.0 14 14 5 7 6 10 10 5 4 9 7 4. WITH NUT 150.0 9 7 /// 4 3 9 7 4 3 9 7 4 n 0 0 rn to 0 c 0 0 3 a ui 0 M M v im , 0 ce rn O 0 ri tin M Y w d 0 i a • • ••• • • • ••• .. .. • • • • • • • • • • •• .• • • • • • • • ••• • • • • • • • • • • • • • •2_313 Ia tit t1 C2 C3 C4 C5 Vi ac* ommummo 7 • ' 3ii ®E1E101 1 *4.14 14 3 14 14 7 14 14 4 14 12 12 12 10 8 5 14 14 14 12 7 14 13 9 7 4 8 7 5 4 12 12 8 7 4 14 14 12 10 6 12 10 7 6 3 6 5 4 3 12 12 12 12 12 14 14 14 14 14 14 14 11 9 B 10 9 6 5 12 12 12. 12 9 14 14 14 14 12 14 14 11 9 6 10 9 6 5 /ii rdar A iii iii Zara 3 11 10 7 6 5 14 14 10 8 7 10 9 6 5 4 5 5 3 3 14 14 14 14 14 14 9 7 A 464 i ,o 9 12 12 12 12 12 14 14 14 14 14 14 14 14 14 10 14 14 10 9 ,o 9 12 12 12 12 12 14 14 14 14 13 14 14 14 14 8 14 14 10 9 "li/� ©OVA M ® ©A %» ME11 © � ii0 M /A �� /// /rA� aM and 0 ©© ///O%.//J %�.E1 /. %/. 0 M© �/►/ ' / te a. Z./4.'7Z ,M7/12%42,ANYZAW41/2 MIEIVAilMIMMITar .2t, %%// /.J %%%INEMON%I!%i.% YMEI OYMA!% %%l/ 5 4 9 9 8 8 5 5 5 5 14 14 14 12 14 12 14 14 13 10 14 14 9 7 12 12 7 6 10 10 4 3 9 7 7 5 6 6 6 4 5 5 4 3 4 4 mm 11 ee m 00 00 10 12 10 14 7 14 12 6 14 12 5 14 12 8 1414 7 12 12 5 9 7 4 9 7' 3 9 7 0 B e Fri 12 12 12 8 3 14 14 14 9 4 14 14 8 5 14 14 4 3 3 . 6 5 12 12 12 10 6 14 14 14 14 9 14 14 11 9 5 10 8 6 5 L 7 L 6 12 12 12 12 10 12 9 12 5 12 14 14 14 14 14 14 12 14 7 14 14 14 13 14 9 14 7 12 4 10 8 12 7 10 4 7 4 6 12 12 12 12 12 14 14 1 6 14 14 13 14 14 14 12 8 12 10 7 6 12 12 5 4 3 14 13 6 5 4 12 8 3 L 12 12 B 7 6 14 14 12 10 9 13 11 7 6 5 7 6 4 3 3 12 10 7 6 5 14 14 9 8 7 10 9 6 5 4 5 4 3 5 12 12 12 12 12 14 14 14 14 14 14 14 10 10 10 9 7 5 5 4 12. 12 12 12 12 14 14 13 13 13 14 14 8 8 8 9 7 4 4 3. 4 4 3 4 4 4 14 14 z ANCHOR TYPE • • •• • • •• • 1/4 •• 1 -3/4" MIN. EMBEDMENT : - 0 14 14 IN. 3192 P.9.1. CON 1/4 0 POWERS CALK -IN W/ 7/8 "EMBEDMENT 8, 1/4 -20 STAINLESS STEEL MACHINE SCREW I 7k 7k 1 4' .. ELCO M IA1LgE/ 1 7/W MIN EMBEDS & 1/4 -20 HNSCREW (MIN. 3.000 P.S.1. CONCRETE) 1/4 o ELCO CRETE FLEX W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.350 MI. CONRETE) 1/4 0 ELCO TAPCON *J/ 1 - 1/2" MIN. EMBEDMENT (MIN. 3.320 PS.I. CONCREE) 1/4 o ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT / W 7/8 EMBEDMENT 1/4 -20 STAINLESS STEEL MACHINE SCREW >f 1/ '. ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4" MN. EMBED. 8 1/4 -20 MACHINE SCREW WITH NUT 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 1/4 0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT FASTENER MAXI 12 12 12 LSO �D P.F. MAX. (SEE • 1)i 43 72.0 12 150.0 4 3.0 50.0 72.0 84.0 150.0 43.0 50.0 14 12 12 84.0 12 150.0 12 43.0 14 50.0 14 72.0 14 84.0 14 150.0 14 430 14 500 14 72.0 14 84.0 14 150.0 8 430 14 50.0 13 72.0 9 84.0 150.0 43.0 50.0 72.0 8 150.0 4 3.0 7 4 12 50.0 12 72.0 12 84.0 12 150.0 7 43.0 14 50.0 14 72.0 14 84.0 13 150.0 8 43.0 14 50.0 13 72.0 9 84.0 8 150.0 5 •1 • ' ' " ANCHOR SCHEDULE - - T••.• MPN. •' EDGE DISTANCE PNS UP TO 6 • • 8-8" • 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE • EE ME sf (SEE NOTE 3) Cti cs 14.1 NG (INCHES) REQUIRED VARIOUS DESIGN LOADS SPANS UP TO 12- 0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 10 0000© 14 149 10 • 14 14 _ � 4: ; 14 © ©0®®© ® 8 14 ,?; HHHHHHHHHH 12 12 9 14 14 14 14 12 14 14 13 9 7 3 8 7 12 6 5 9 5 4 8 8 6 10 7 5 9 6 / 4 3 8. 9 7 9 12 9 8 10 9 6 11 9 8' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3 C1 `)" ' C5 MIN. 3' EDGE DISTANCE 14 14 14 14 14 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 14 14 14 6 14 PANS UP TO 12'- 0" (SEE NOTE 1) * CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 14 14 10 9 14 9 7 6 6 7 6 4 4 4 10 9 6 6 6 14 12 9 9 9 9 8 5 5 5 5 4 3 3 3 3 3 5 12 12 10 8 12 12 11 11 5 12 12 12 11 9 12 12 8 6 12 12 12 12 10 10 4 12 12 12 10 8 12 12 7 5 10 10 12 5 7 5 3 12 12 5 7 5 10' 10 4 4 7 12 12 1Z 3 7 5 3 7 5 4 3 3? 5 3 3 7 5 14. 14 12 12 7 4 14 14 14 14 11 14 14 • 9 8 13 13 11 11 6 14 14 14 12 9 14 1C 8 6 11 11 6 14 6 8 6 14 14 6 8 6 11 11 5 4 8 13 4 / 8 6 4 13 13 4 7 5 9 9 5 4 8 6/ 8 6 4 8 6/ 4 3 8 6 4 3 .8 6/ 14 14 10 8 11 8 8 5 14 14 14 13 10 14 14 9 7 10 10 13 13 6 6 4 14 14 14 11 8 12 12 7 6 8 8 3 5 3 3 �, / 10 10 3 6 5 7 7 4 3 6 4 3 5 3 f 3 / 6 4/ 4 3 6 4 3 6 4 5 3 5 3 ///, 7 14 11 14 5 14 14 14 12 9 14 14 3 7 6 4 4 4 6 5 4 4 4 5 6 �5 3 3 3 9 7 5 5 5 12 10 .7 7 7 6 4 4 4 4 3 4 4 3 3 3 5 4 3 3 5 4 9 3 6 4 6 8 5 4 5 3 / 3 1/ 5 6 5 3 3 3 3 1. ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST HE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OFD EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. VARY. FIE EXISTING RIFY THAT FAST FASTENERS ARE INTO ADEQ FRAMING OOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD: 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR. AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED as emptying wtlth the MuridB Bedding Cade Acceptance Noo5 0/ 13. o3 Expiration Date BY Miami Dade Division act on1Ya1 0 ' 2 t0 0 N 9 0) n c o z 0.3 4 ma 13 0 0 a .0 0 a 2 1 0 to a a (d.. 06/29/2005) AS NOTED ! dam NW McR ( V)K1 05 -353 sheet 5 of 6 1 HOLLOW CONCRETE BLOCK Print Information: A MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR SPAN FOR NEG SPAN FOR POS - NEGATIVE PRESSURE PRESSURE DESIGN LOAD (FT - IN) (FT - (P.S.F.) - 40.0 12' -0" 10' -4" 45.0 11' -3" 10' -1" 50.0 • 10' =8" 9' -9" 55.0 10' -2" 9' -6" 60.0 9' -9" 9' -3" 62.0 9' -7" 9' -1" 65.0 9' -4" 8' -11" 70.0 9" -0" 8' -7" 72.0 8' -11" 75.0 8' -B" 8' -0" 80.0 8' -3" 7' -6" 90.0 7' -4" 6' -8 " 100.0 6' -7" 6' -0" 110.0 6' -0" 5' -5" 120.0 5' -6" 5' -0" 130.0 5' -1" 4' -7" • 140.0 4' -8" 4' -3" 150:0 4' -4" 4' -0" 16.0.0 4' -1" 170.0 3' -10" 3' -6" 180.0 3' -8" 3' -4" 190.0 3' -5" 3' -1" 200.0 3' -3" 3' -0" 210.0 3' -1" 2' -10" 220.0 3' -0" 2' -8" 230.0 2' -10" 2' -7" MINIMUM STOW PANEL SEPARATION FROM GLASS COLUMN 1 COLUMN 2 POSITIVE DESIGN ACaiLJAIL • • *MN. 6€V. FOR ALL MIN. SEP. FOR ALL SPAN Q..) : ::INt :1 LESS INSTALLATIONS GREATER LOAD (W) (FT :1:4): : ; IN 4' ABO1l' GRADE THAN 30' ABOVE GRADE (F.S.F.) •• • • • • • 4 $) (INCHES). 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 4 -0 3 1 -1/2 70.0. 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 . 8 -4 3 3 90.0 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 • 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 . 6 -4 . 3 2 -1/4 1 1- Q On .d W N v E a M 0 U) 0 0 CV CV CV 0 0 • • ••• • • • ••• •• •• • • •. •• •• • • • • • • • • • • • • • • • • ••• • • • • • s • • • • • • • ••• • • • • ••• • • • •• • • • • •. • •• • • • • • • •• • • • • • • • • • • • • • •• TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T B L E 1 PRODUCT REVISED as empbing with do Fkaids Balding Code Acceptance No 0 5 Espi , !ion Date iLYa• Miami Dad "". !this' few • 03 Io A Z suk AS NOTED [ design by I NW V ). Knezevich Professional •ineer FL License N 0010983 0 L• O 06/29/2005) drawn by MCR J checked by VIK urawmg 05 -3 53 ( sheet 6 of 6 Print Information: P: \FL1\Projects\KK5353.00\Drawings\RO—sub\05-353-06.dwg MCantu Copyright © 2005 MINIMUM STOW PANEL SEPARATION FROM GLASS COLUMN 1 COLUMN 2 POSITIVE DESIGN ACaiLJAIL • • *MN. 6€V. FOR ALL MIN. SEP. FOR ALL SPAN Q..) : ::INt :1 LESS INSTALLATIONS GREATER LOAD (W) (FT :1:4): : ; IN 4' ABO1l' GRADE THAN 30' ABOVE GRADE (F.S.F.) •• • • • • • 4 $) (INCHES). 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 4 -0 3 1 -1/2 70.0. 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 . 8 -4 3 3 90.0 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 • 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 . 6 -4 . 3 2 -1/4 1 1- Q On .d W N v E a M 0 U) 0 0 CV CV CV 0 0 • • ••• • • • ••• •• •• • • •. •• •• • • • • • • • • • • • • • • • • ••• • • • • • s • • • • • • • ••• • • • • ••• • • • •• • • • • •. • •• • • • • • • •• • • • • • • • • • • • • • •• TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T B L E 1 PRODUCT REVISED as empbing with do Fkaids Balding Code Acceptance No 0 5 Espi , !ion Date iLYa• Miami Dad "". !this' few • 03 Io A Z suk AS NOTED [ design by I NW V ). Knezevich Professional •ineer FL License N 0010983 0 L• O 06/29/2005) drawn by MCR J checked by VIK urawmg 05 -3 53 ( sheet 6 of 6 Print Information: P: \FL1\Projects\KK5353.00\Drawings\RO—sub\05-353-06.dwg MCantu Copyright © 2005 v E a M 0 U) 0 0 CV CV CV 0 0 • • ••• • • • ••• •• •• • • •. •• •• • • • • • • • • • • • • • • • • ••• • • • • • s • • • • • • • ••• • • • • ••• • • • •• • • • • •. • •• • • • • • • •• • • • • • • • • • • • • • •• TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T B L E 1 PRODUCT REVISED as empbing with do Fkaids Balding Code Acceptance No 0 5 Espi , !ion Date iLYa• Miami Dad "". !this' few • 03 Io A Z suk AS NOTED [ design by I NW V ). Knezevich Professional •ineer FL License N 0010983 0 L• O 06/29/2005) drawn by MCR J checked by VIK urawmg 05 -3 53 ( sheet 6 of 6 Print Information: P: \FL1\Projects\KK5353.00\Drawings\RO—sub\05-353-06.dwg MCantu Copyright © 2005 .048" H- .125" t3r+ 1.840" 91.5 2 600" t1 .055' (TYP.) 1.533" 1.533" ,d .055" / 3.283" -BOT. F SIZE .136" .985" W.J. Knezevich Profeuio. .' sneer PL Lice E1g 0010983 5 2004 0 0 M (0 N 0 0 l0 0 0 c 0 0 O d 0 M N 0 0 m M 0 E c E L d U o 0 m 0 i 0 E c G c i 0 to 0 0 m 0 �t1 t1 = .055" t2 = .076' HEADER -CLG. O 1 MOUNTED SCALE: HALF SIZE • • ••• • • • :-1:• V I • • •• • • 1~1 076 ':•• 6• • • • • • t_ * • HEADER -WALL MOUNTED SCALE: HALF SIZE 3.993" 4.478" ADAPTER SLAT SCALE: HALF SIZE GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: ALUMINUM WORLD INC. MIAMI FLORIDA MIAMI-DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL, OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TO BE 3/16 "0. 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE. PATENT No. 5,755,270. t1 = .055" t2 = .076" t3 =.125" O N 0 O ° 3.840" MAX. .326" O (7,:)BUILD-OUT WALL HEADER SCALE: HALF SIZE 8 2.775" 2.586" .949" 875" 90° TYP. 2) 1.391" ® CENTER MATE 1 SCALE: HALF SIZE in N 2" MIN. -5" MAX., (D ANGLE 11 SCALE: HALF SIZE 0 N 0o ® LoCNG CLIP SCALE: HALF SIZE 151° 1.350" 500" (OPTIONAL) /-.483" tot (TYP..2) .620" ®SILL.WALL MOUNT SCALE: I-ALF SIZE TYP. AT EVERY OTHER INSIDE JOINT AT TOP. I t1= .055 "I t2 = .076' s.-t3 1.100" O ROLLER ASSEMBLY SCALE: HALF SIZE 2.420" .945"1, 600 620' COO A (r' 1 � t O O t2-" .v-t 2 `� 2 ` 752 / j, tt1 = .055" t2 = .076" t3 = .097" .165" I.D. .285" 0.0 10 CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY .320"o HOLE NYLON WHEE RIVETED IN PLAI".E .251" L I I. I I I I I I I I TOP 4- m t685" 130" BOT MAX. BUSHINGS 2 SCALE: FULL SIZE O ADJ. SILL -TOP SCALE: HALF SIZE 1B4 485" I I it I I 1 .300" MAX. 230' CARRIER 15" 3.245" 3.049" ADJ. SILL -BOT. ALTER SCALE: HALF SIZE (Ga I ADJ• S SCALE: .080' 250" , .949" 1.391 ' 1.891" .505" R m 055 "� (TYP.). .055" .500" / / ® CENTER MATE 1 (VW LOCKING ROD) 9d SCALE: HALF SIZE 13 INSERT SCALE: HALF SIZE .375" R t = 100" O 01 WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE ® FLOOR MOUNTED O BUSHING (NYLON) SHIM (NYLON) 16 SCALE: HALF SIZE 17 SCALE: HALF SIZE 18 SCALE: HALF SIZE .190" ir( .435" R ' .135" R O N N 42#- .942" 050" .025't (TYP.) 1 ® 90 ° END SLAT Sd SCALE: HALF SIZE 1.250" 3.465" 3.267" .50"I.D. .6 0" 0.0. 165' I.D. .285" O.D 1.659" 2.101" FLAT END SLAT SCALE: HALF SIZE 1.250" .050" ® 10 CENTER MATE 2 ONE LoOGNG ROD) SCALE: HALF SIZE 1/8• THICK STAINLESS STEEL ® LOCKING ARM 14 SCALE: HALF SIZE 0 N ONION! date 10/17/2002 scale drawn by AS NOTED MCR design by VJK [checked by VJK drawing no. 04 -340 ( sheet 1 of 7 VARIES - NO LIMIT • ••• • • ••• • •_ •• •• •• •• SECTION • • 1,91 AI:iK • •r) CV m 0 E. N m N 0 0 O to m 0 0 0 0 rn v N 0 I O d o M a E E .c F- 1 U 0 0 Z Q aFo Z IX W 1 F- W N = w N W XN 4 F BOTTOM TRACK FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). -_ ss_Me. a. ® Ci�e_s !,ttaJ!` i lul i SNWPn 0 lil � � TYPICAL PLAN VIEW SCALE: 3" • 1' -0" B (TYP.) 6 -1/2" (TYP.) SINGLE ARM LOCKING •>_ MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTAL ON INSIDE OR 0 OF SHUTTER 3/4" MIN. Si EE FASTENER SCHEDULfiV1 1 -1/2" MAX. C Kan 111•11111111 MIN=11•1111K CDII — MeiNOE OPTIONAL DRILL 5/8"0 HOLE FROM BOTTOM OF EXTRUSION O BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW i JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN VoIEW • • • LOCKING MECHANISM CAN BE @ 18" ABOVE OR • W CENTER L NOTE 10) -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16 "o POP RIVETS @ 6" O.C. SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" USED WITH PIECES 0 AND 0® LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEFIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE .REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4" INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. • SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" • 1' -0" 3/4" MIN. EE FASTENER SCHEDU E, 7 1 - 1/2" MAX. T PLAN VIEW 1" x 1" x 1/8" 3/16 "0 POP H •• Agqi 11111 Ekilili1 IIIIII MINN MINN JOINT BETWEEN REMOVABLE AND FIXED SILL ANDLE (DOES NOT REPLACE SINGLE ARM LOCIQ OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCIQ OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. • EXISTING/ GLASS ry`T O (TYP.) 6 -1/2" I c ilw CL OSURE M ANGLE W/ 13 f� 1 4 11 NO otlio saSi IL OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE + 3 "= 1'- 0" OPTIONAL PLAN VIEW SCALE: 3" • 1' -0" & SSE LY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SECTION T CARRIER BUSHING 2® r OP 7/ 16" O.USHIND. 0.63" LONG NYLON • BG 21 m SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING II II #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "o x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP &.BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON sor BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "O x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE t ANCHOR). Approved as complying with the Florida s Cod Date O Zoo NOAH Miami Product Contrail scale AS NOTED [ design by l VJKJ w 2 O a M 0 ) CI in ;Si M y� N rn w 3 • � 00 00 0 1113111IMEIN 1111111104 V J. Knezevich Professional En ineer FL License 0010963 5 200 [date 10/17/20021 drawn by MCR checked byl VJK drawing no. 04 -340 sheet 2 of 7 V J. Knezevich Professional -• - eer FL License ' ' 10983 0 CO 0 0 to (0 N rn ri 0 o f M I 0 i a 0 0 1. r) d- v E c E i s U I 0 ORDOOR 1/2" 0 CONT. EMBED. 5/8" MAX. 6XIS•IN5•CO NE 6, 1•I7k S •r RY OR WOOD � � E ANCHOR SCHEDULE STRUCTURE. AN . EQ. EQ. •. ns• E ANCHOR SCHEDULE FOR MAX. SPACINCL •• • @bi. L E RN S S SF.M B4. Y• •' • iY?. •EV RY•OOCHEFC • • ••• • 1/4" MAX. 1/4" MAX. OR LE FOR MAX. SPACING 5/8" MAX. EXISTING CON MASONRY RUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 CONT. 11 CONT. 1/2" 1/2" TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 O 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 1/2" ., ... u CONT. O BUILD -OUT MOUNT SECTION E SCALE: 3" = 1' -0" 01/2 0 CONT. 0 CONT. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. •L •• Q• aw ; L SEE TABLE 2 3 � f •• OR D 0 3/16 "0 POP RIVET JJ OR #12 TEK SCREW Q o @ 6" O.C. (TYP.) Q= O &®s Fv ASSEMBLY OA 1" x 1" x 1/8" w ALUM. ANGLE N W/ 3/16 "0 POP RIVETS (la 6" O.C. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY 17 w I- TYP. EVERY OTHER P o to W 1/4" MAX. 1/4" MAX. ® CEILINGNSIDE MOUNT SECTION SCALE: 3" = 1' -0" Z QJ am VIQ Ow JD QO X u Q F V) w 0 w MOUNT SECTION ® BUILD-OUT SCALE: 3" = 1' -0" OR WOOD STRUCTURE. SEE RY ANCHOR SCHEDULE, TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. zW aJ w 3-N z ZOw LqS • X v OR DCSOR • Xu • Q E 3/16 0 POP RIVET - @ 6" 0.C. (TYP.) -1/4" MAX EDGE DIST. 0 I n w 0 OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE @ 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL 2( TYP. TOP & BOTTOM 1/4" MAX.- #14SMS(T O.C. MAX.1N BETWEEN TRUSSES Z Qs Q aw a 1/)-J 1I 3a W D 4 51 SEE TABLE 2 Qw X Fv Q w V1 Fw N 1/4" MAX .-I 1/2" EMBED. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. CONT. - FOR LARGER SPANS (SEE SCHEDULE 1 TYPE C) C2 CONNECTION ME REFERENCE ANCHOR C1 CONNECTION ME SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ / " Y_ UT @ 12" O.C. (TYP., TOP BOTTOM) w l7 —1/4" w MAX. 1/4" .. ! MAX 1® TOP &BOTTOM C1 CONNECTION TYPE I's REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING sc2 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. ® BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 1 3" 1 WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" = 1' -0" OR D W F- O wW cc I z = w 0. —1/4" MAX. z 4s- 0.w VIC0 3a OF" J W J X Q w XL, win w V1 `1/4" MAX. w l7 0 w H O C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" 1/4" MAX. 1/4" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. BUILD -OUT MOUNT SECTION D SCALE: 3" = 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS aleproved Florida as co > the T 01 _772 -obi N O A # M i a m i i 1 Product Control Divis BY 0 6 0 date 10/17/2002 (scale AS NOTED J design by VJK drawn by ) MCR ( checked by VJK drawing no. 04 -340 sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 5' -0" 9' -5" Tw = .125" 8' -0" B' -1" Tf = .125" 10' -0" 7' -6" 2" x B" 5' -0" 14' -0" 8' -0" 11-6" Tw = .072" Tf = .224 10' -0" 10' -4" 2" x 9" 5' -0" 15' -5" Tw = .072" 8' -0" 12' -S" Tf = .224 10' -0" 11' -2" 0' LO c0 0 E 0. O N N N 0 0 CN co 0 c 0 0 0 E TWO 3/8 "0 POWERS CALK -IN p0 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE p 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE EXISTING ORDOO OR D TWO 3/8 "0 POWERS CALK -IN dal 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE • ••• • • • 4/8: : ••• • :2 ".ec 3" x 1/4" •6 1369 -T6 ALUM. ANGLE • 1 -1/4 /— DETAILS V1 &@ iH$ EE -1/4 "0 THRU BOLTS • • 1" MIN. (MAX. DESIGN LOAD * 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" NOTE: 1. USE BEA1SCHE.QULE FOR DETAILS H ANDVVJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM QOF SUPPORT TO q_ OF SUPPORT. • w (MAX. DESIGN LOAD * 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT p 12" O.C. USE THRU BOLT OR ACCESS OLE AS SHOWN IN DETAIL MAX. z a w F- w X z 6033T6 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION ow aww w113 m 1'I Z WDOI � O N tL 3/16 "0 POP RIVET OR 4:112 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT _@ 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRL! BOLT AS SHOWN IN DETAIL SCALE : 3 "= 1' 0" DRILL 5/16 "0 HOLE 1.00" 0 O SCALE : 3 "= 1'- 0" PLYWOOD ANDJ STUCCO FINISH 5/8" MAX. DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 0 O N 1.12" SEE TABLE 2 1.88" 3.75" li 6.00" 1.88" ANGLE DETAIL USING CALK -IN ANCHOR PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00" 5/8" MAX. 3.00" 3.00" 2.50" 11.00" 2.50" v2 ANGLE DETAIL USING CRETE -FLEX ANCHOR 1.12" 0 0 ® WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = 1' -0" ti O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ L SEE TABLE 2• OR DOOR 3/16 "0 POP RIVET OR 4#12 TEK SCREW @ 6" O.C. (TYP.) ,, 4O& Sa ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING =1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 S.S. MACHINE SCREW & NUT (T 12" O.C. PROVIDE 1 "05 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD :72 PSF) i 11/2" 3/16' 0 POP RIVET @ 6" O.C. (TYP.) 1/4" MAX. DGE DISTJ, FOR WOOD PLATE USE 1/4"O OCEILING/INSIDE MOUNT SECTION S.S. LAG SCREW W/ 1-3/4" SCALE: 3" = 1' - 0" PENETRATION INTO WOOD PLATE @ 12" O.C. TWO 1/4 "0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD :72 PSF) 1/4" MAX. 1/4" MAX. Z • a WO< ZOw aJ� VI ALI X I Q E 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Approved as coiplghtz with the Bohr Bn Cod 2.005- Date NOA 04... / Z 5 n Miami Y ', ' e Product Conies HDIvisl By I~ r--c d t/1 ~ -4 0 • ,--i o Uo. 0 (k = U W cu N — a) 0 (scale l AS NOTED, design by VJK . Po I V L 0 a E CZ 0 N O 0 (date 10/17/2002 (drawn by I MCR (chec by [ checked drawing no. 0 - 340 sheet 4 of 7 r NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT ©0® (FT - IN) TYPE B DETAIL Q OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) VYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPED DETAIL ®E 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 4 &.. Cfr: 4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 c 9 -7 2 -7/8 sa -- 9- 0 9- 0 9- 3 61.5 - T 8 -7 8 -7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9- 8 7'- 8• 7- 8 8- 0 81.4 8 - 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 150.0 4- 10 3- 10 3- 10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 r POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) • MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUA TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS AR GRE 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2-7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 3 -3 4 3 60.0 Ir - 0 11 1 -1/2 1 8- 0 •- �� 11 -0 2 -7/8 1111 1 -3/4 1 -3/4 11 - 8 3 -3/4 - 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8- 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3. 3 3 i in (0 0 0 0 0 0 c 0 0 0' v :ri 0 r) CD ,0 co et- .n 0 0 v 3 E c a i L 0 O c 0 •• • • • MI�1 !_ • : IENEF M4" O.C. • ; U E•ANY•ANCHOR IN ANCHOR SCHEDULE) Ai A_st • • . IMMIZIWHIEll • ▪ • • • __■■■411 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY s• • .•• • • #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET • (0.18'•0.[. • • : � x1 "sx.055 ";1 "x2 "x.055 "• ••• H :. c" x 31x .055" ; 2" x 4" x .055" • �) • 12A,2:.c 5" x .125" AL: ANGLE • ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" " MIN FASTENER p 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1 "x "x1/8" ALUM. ANGLE #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET CO 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS c - N --EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® P CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 2 "x2 "x.125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET Cla 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055" 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS Cal 24" O.C. EXISTING STRUCTURE HALF OF® USE MALE OR FEMALE AS REQUIRED © ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 1 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINPAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) ,0 60" ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" = 1' -0" z ' a - N ta J m 0 Jta 4-1 X0 Qta Fz U tarn ta • 1/4" MAX. C EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE Apnved as complying with the Florida Date o 271'ZoO5 NOAt'!L - Z .b Miami 1 ?., c Product G 'trai Divisio BY =M11111101181M1 RIM ID e n a a V 4 (date 10/17/2002 (scale t AS NOTED design by VJK 0 0 0 czs aJ 0 0 N O bC .y 0 0 ' i NtA C/]O M . )--1 o . h N 00 tn 0 N 8 O 6 0 drawn by MCR checked by YJK sheet 5 of 71 0 cc z co w z U 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4° EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5' -8" 8' -0" 9' -0" 13' -1" .s ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE _ CONNECTION TYPE _ CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 OOOM 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 ( MI 1111111111111111111111111W► 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 1/4"0 N. LAG W/ 1E3E4" MIN. THREAD 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3l 12 5 4 3/ PENETRATION SHEAR / PARALLEL OR PERP 105.0 12 9 8 3 3 12 5 4 3/ 12 5 4 3 12 5 4 3 / TO WOOD GRAIN 170.0 12 5 4 3 // 12 5 4 3// 12 5 4 3 712 5 4 3 • • • • • • • • •• • • • • • • • • vs •• • e •• • • • • •• • • • • •• • • • •• • • • •• • • • OR TYOE • • • . •• /•• ••• • • • -� • • . • • • • . • • • • •• •• • N L11111111111111111111111111111111 ►> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 PSI CONCRETE) MIN * * 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS 105.0 12 STEEL MACHINE SCREW (MIN. 3,000 PSJ. CONCRETE) 170.0 12 45.0 12 aammi'aamasaaaao J 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3.000 PS.I. CONCRETE) 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN, - - - CO 1/4" ELCO TE geggeggeggeel IMPennenenneenn ON HEX HEAD TAPCON / W/ 1 -3/4" EMBED (MIN. 3,320 PS.I. CONCRETE) LOAD (W) P.S.F. MAX. (SEE NOTE 1) 45.0 12 12 12 12 7 12 12 12 8 © 12 12 12 7 4 10 5 5 5 3 57.0 12 73.0 12 105.0 10 170.0 8 45.0 12 57.0 12 73.0 12 73.0 105.0 170.0 45.0 11 8 6 12 57.0 12 57.0 12 73.0 12 105.0 12 170.0 11 45.i 12 45.0 12 170.0 12 57.0 12 12 105.0 12 12 1/4 "0 ELCO CRETE FLEX W/ 1 -3/4" MIN. 73.0 EMBEDMENT (MIN. 3,350 PS.1. CONCRETE) 17 0.0 SP (SEE NOTE 1) CONNECTION TYPE ( NOTE 3) C1 ( C2 I IC 3 C4 CS 12 12 5 3 12 12 12 8 4 12 9 5 12 12 11 4 12 12 12 7 4 12 8 4 12 5' =8' 12 12 5 // 12 12 12 12 11 4 12 12 12 7 4 73.0 12 105.0 12 2 12 12 8 4 12 12 12 8 4 9 7 5 4 12 10 8 5 4 10 8 6 4 12 12 10 7 6 12 12 10 7 6 12 12 12 12 10 TO 8 4 7 6 FASTENER MAXI 3 11 8 12 6 12 4 10 3 8 / 8 9 12 7 12 5 12 4 12 3 12 6 12 5 10 8 12 6 12 4 11 3 11 11 12 8 12 6 12 4 12 3 12 11 12 8 .12 6 12 4 12 3 12 SP • 8' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 5 3 3 12 12 9 5 5 12 10 4 12 12 8 4 4 12 12 8 4 4 12 12 5 12 / i 12 4 4 12 10 4 12 12 8 4 12 12 8 4 4 12 12 8 12 8 4 4 4 4 IN. 2" EDGE DISTANC 6 11 5 9 4 8 4 V 8 9 6 12 5 4 12 7 5 12 5 9 12 7 12 9 6 12 7 4 12 6 3 11 6 3 11 9 6 12 7 4 12 6 3 12 6 3 12 12 7 12 9 6 7 4 12 12 6 3 12 6 3 12 ANCHOR SCHEDULE SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 9 4 3 3 12 12 6 5 5 12 7 3 12 12 5 4 4 12 12 6 4 4 12 12 6 4 4 10 3 12 / 12 6 4 4 12 8 3 12 12 5 4 4 12 12 5 4 4 12 12 5 4 4 4 4 4. 8 6 5 4 4 5 4 3 11 8 6 6 11 8 6 6 6 11 6 6 EQUIRED FOR VARIOUS DESIGN LOADS AND SPANS / � 8 6 12 3 8 4 12 3 12 3 12 3 12 4 8 3 6 7 6 12 7 12 5 11 4 11 3 11 3 11 7 12 5 12 4 12 3 12 3 12 7 12 5 12 4 12 3 12 3 12 SPANS UP TO 13' -1" (SEE NOTE 1) 3 3 3 3 9 5 5 5 5 4 8 4 4 4 4 8 4 8 4 / 9 4 4 4 4 4 7 4 4 4 4 4 4 4 4 8 4 4 4 4 4 4 4 4 5 4 4 4 4 4 3 3 3 7 6 6 6 7 6 6 6 6 7 6 6 6 6 / 3 3 3 3 4 3 4 3 3 3 3 12 12 CONNECTION TYPE (SEE NOTE 3) C1 . 3 C4 C5 12 12 12 12 9 12 12 11 6 9 3 12 12 12 12 12 12 12 11 12 6 12 12 12 12 12 12 9 5 12 12 12 12 12 12 12 8 12 4 12 12 r� 12 12 12 10 12 12 12 12 6 12 12 12 10 6 12 12 6 3 12 12 12 4 3 12 4 3 12 7 12 4 / 6 3 11 6 12 12 12 4 12 12 12 7 4 12 12 12 10 5 12 12 12 4 10 5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 12 12 10 6 . 11 9 6 5 12 12 12 12 12 12 3 9 7 12 10 12 12 8 7 12 12 12 9 7 12 12 12 7 5 3 3 12 11 8 6 5 7 6 4 7 5 4 12 4 3 12 9 7 5 4 12 11 8 6 4 12 12 12 9 7 12 11 9 12 12 12 12 12 7 7 12 3 12 12 12 12 12 12 12 12 12 12 11 12 8 12 6 4 12 12 SP P TO (SEE NOTE 1) 12 6 3 3 12 12 12 6 6 12 12 5 12 12 8 4 4 12 3 3 3 4 12 11 6 6 12 12 7 12 11 6 MIN. 3" EDGE DISTANC 12 6 3 3 12 12 11 6 6 12 12 5 12 12 8 4 4 12 12 10 5 5 12 12 10 5 5 8 6 5 12 12 9 7 7 9 7 5 4 4 12 11 8 7 12 12 9 7 7 12 12 9 7 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 12 12 9 5 5 4 3 10 3 8 5 5 5 8 4 6 5 4 4 9 7 6 4 4 9 7 5 5 4 12 10 9 9 12 12 12 12 12 12 10 8 7 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 SPA P TO (SEE NOTE 1) 10 4 3 3 12 12 8 6 6 12 8 3 12 12 6 4 4 12 12 7 6 6 12 6 6 12 4 3 3 12 12 8 6 6 12 9 12 5 4 4 12 12 7 5 5 12 12 7 7 5 5 12 10 8 7 7 8 6 4 4 4 12 10 7 7 7 12 10 8 7 7 12 10 8 7 7 4 3 3 9 7 5 3 6 4 4 4 8 7 5 4 4 8 5 4 4 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 9 9 9 9 12 12 12 5 5 4 12 12 9 7 7 7 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 SPANS UP TO (SEE NOTE 1) 3 3 3 3 11 6 6 6 6 5 8 4 4 4 4 10 6 6 6 6 10 6 6 6 3 3 3 11 6 6 6 6 5 8 4 4 4 10 5 5 5 5 10 5 5 5 5 7 7 5 5 5 3 7 7 7 4 4 4 0 co cc ••• • • F `1 • • SEE PAGE 7 FOR ANCHOR NOTES Approved as complying with the Florkla yug Cedg Date of Z-006 Miami Product Control C rn - .J c sy wl o an w r LkS 0 CEO Dg U) Knezevich Professional FL License 10983 scale AS NOTED (design by VJK oo rn • • • • 0 ea 0 CC CC 1 CO 5 2004 0 0 co 10/17/ 2002 i "drawn by NCR checked by drawing no. 1 04-340 sheet 6 of 7 45.0 12 12 12 7 57.0 12 12 12 6 73.0 10 10 10 4 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 57.0 73.0 105.0 170.0 12 9 7 5 4 12 12 9 7 9 7 7 6 4 45.0 12 57.0 12 matoui�tunwnmmttme> l+e.i]tmenmmm, f- 1/4 "0 ELCO MALE/ 73.0 11 FEMALE "PANELMATE" WI 1 -1/4 MIN. EMBEDMENT 105.0 8 & 1/4 - 20 MACHINE SCREW WITH NUT 170.0 6 12 12 11 4 12 12 11 4 9 7 5 3 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3)• C1 C2 C3 C4 C5 SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3)' C1 C2 C3 C4 C5 SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYP (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 SPANS UP TO 9' -0" . (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) CI C2 C3 C4 C5 SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 RHHOHHOHHH0 .' 12 12 12 8 5 10 0 8 8888 ® 11 11 8 11 5 3 8 r �� 8 8 8 5 3 6 /�'e " " ©'t "'© ""j " ©'©" ©'© "©' AME' ©„" EI"" ©t'E" FE/ "©': ©'t'©' © " ®' 2 12 12 12 7 12 12 12 12 7 4 9 8 © 4 4 5 3 7 "�' " ©' "�'i ///'©MM®'„',©'ME / MEL" ©'EI „i©'EI"©' HHHNNHHL 112: 1 34 11111111111111 © ©' ©' © "'' ©,�" 8 8 5 3 / 10 .8 6 ' © "©'©"i©'®'E N ; ;� ;� BBB 11111191119111 12 1212 8 5101010 IMIEHM199111 D ©IN© AIEMU =DEM= 1 2 12 12 6 4 8 ©�'i©©c'a"©' u"©' m"©' n',II. ri 8 4 �� "©' CI"©' LI" ©' /�' n "i©raw"©' CI,W ' FWA "© KI DAT I'13 " ©' ME NOP '/ 11111 110111111 12 12 12 12 7 12 12 12 12 10 5 11 12 12 12 7 4 8 12 10 7 ENCIMERVElltkillMere 8 4 4 5 3 7 ow 10 4 r 12 12 12 12 7 12 ®® ®® / 3 12 12 12 1 4 8 ®B®8 8 118119111Ar ©" ©'© ".©'©'r in WORMINEFORIEVAIDMI4 //� % © / %© %©NVAINUMENFl/ // ' //E1/ /. //.©REPREINO UMEIN 8 4 4 5 3 7 7IMilnintinann11111G ner, 57.0 73.0 105.0 170.0 105.0 170.0 45.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 10 7 5 4 7 5 12 12 10 7 5 12 12 10 7 5 SPANS UP TO 5' -8" (SEE NOTE 1) 12 10 7 3 12 12 10 3 12 12 10 3 12 10 7 3 12 12 10 3 12 12 10 3 7 5 4 3 10 8 6 4 10 8 6 4 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE . EXISTING THAT FASTENERS FRAMING, ADEQUATE WOOD CONDITIONS MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. • MIN. 3° EDGE DISTANCE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION E°ANCHOR SPACING SHALL NOT EXCEED 6" O.C. Approved as complying the Mori& Date d I 7j MOAN ei i -1215. n Miami I de hotfoot Contr BY ENIIIIII ONION 0 5 0. Csi N 0 0 0 lf) O c 0 U 0+ 0 a 0 M ce a M d• 3 c E 3 c 0 0 0 c • : ••s • • • • • • ••• V O • • •• • • • • ••• � • • • • • • ANEr01 • P(PE • • • • • • • •• •1 • • • • •• l ••• • • • • (pp • : •• • :•: •• ■ i1110111%111111111111111lllll> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT tpr 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4" EMBED 1/4"0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT LOAD i, ) �P. MAX. (SEE 44OTE 1) • >f 5.0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2° EDGE DISTANCE rn CD u en nn LL < w tiro N a U c a • M .. N a . V1 o v . . v E .�+ X u R N LL V `^ c F N N Z°= cs o w d • F� m V.J. Knezevich Professional En FL Licen(dr c 0 983 data 10/17/2002 scale AS NOTED (design by l VAC 0_ 0 ¢ • •® N ® "~ 0 VD O 00 M a MwO = g 3 n E 00 �s • v1 0 M 2004 O N 0 [drawn by MCR (checked by VJK drawing no. 04 -340 ( sheet 7 of 7 M I A M IDADE • • ••• •• •• • • • • • • • • . • • • •. • • . ••• • • • . • • • • • ••• • • • • • • • •.• • • • • • • • ••• • • • •• • • BUILDING CODE 4OYvIP�1,A NCFOFF`I €E (B X j P CONTRRb DJfSIOII[.. • • ' ANQ E (NQA) • Aluminum World, mac. • , . • • 1767 West 37 Street 11B). ' • • • " Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materia'. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accept by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Co Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rig have this product or material tested for quality assurance purposes. If this product or material fails to perfor the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immedi revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this produ 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 High Velocity Hurrica Zone of the Florida Buildin DESCRIPTION: APPROVAL DOC : rawrng "o. P 40, titled "Super Aluminum World ", sheets 1 through 7 of 7. prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002. signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp • the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Division MISSILE IMPACT RATING: —Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in 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 compl: 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 follow( the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributor and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page(s) as well as approval document mentioned above The submitted documentation was reviewed by Heimy A. Makar, P.E. 1-I ; /1 / MIAMI -DADE COUNTY, FLORJ METRO -DADE FLAGLER BUILDI' 140 WEST FLAGLER STREET, SUITE I MIAMI, FLORIDA 33130 -1 (305) 375 -2901 FAX (305) 375 -: NOA No 04-1215.01 Expiration Date: 01/27/2010 Approval Date: 01/27/2005 PaF,d ..• • . •. • ' • • • • • • • • • • •• • • • • • • • • • •• • • • • •.• Aluminum World, Inc. . .. • • • . • • NOTICE b�'•�.CCITSAs1Cl+;• '.EVIDENCE SUBMITTED A. DRAWINGS ••• :: •' . 1 ; :. ' 1. Drawing No. 0¢ -e'f , ttltd: •`Safer Aluminum World", sheets 1. through 7 of 7, prepared by Kntzevicft &' Associates,' Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 02 -0799. C. CALCULATIONS 1. See Association's generic approval under 02 -0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. F. STATEMENTS 1. Letter by Knezevich & "Associates, Inc., dated June 15, 2004, certifying that the drawing (No. 04 -340) prepared for Aluminum World, Inc., signed and sealed by V.J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. 02 -458). E -1 A. Helmy A. Makar, P.E. Product Control Examiner NOA No 04- 1215.01 Expiration Date: 01/27/2010 Approval Date: 01/27/2005 MIAMID1ADE COUNTY • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • •. • • • •• • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCA) • • • • • • • • • PRODUCT CONTROL DIVISION N tisi6A al ;.. • •• • • own & Country Industries, Inc.: . . . • . ; • • 400 West McNab Road • • • • ' • • • ••• • • Florida 33309......--- 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 High Velocity Hurricane Zone of the Florida Buildin • Code DESCRIPTIO :. 0.050" (min.) Aluminum Storm Panels Shutter - APPROVAL DO - la! g o. 1 - ' I , ' ' Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any . product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingeodeonline.com INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. (1� o't - //6/2 NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Page 1 4 B. TESTS 1. None. C. CALCULATIONS 1. None. • • •• •• •• •• • • • • • • • • • • • • ••• • • • • • • • • •• • • • ••• . • •• • • • • • • • • • • •• • . • • •• • • • • • • •• • • • • • • • • • •. • • • . •• • • • • • Town & Country Indu$td, $ estc. ; • • • • • • • • • • • •• ••• • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .• • • • .• ••• •• • .. .....• • • • • • 1. EVIDENCE SUBMITTED ( UNDER istuvIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1,.2000, last revision #1 dated October 26, 2000, signed and sealed by V. .1. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC .00 -028 dotted 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich . & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis,. dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E D. MATERIAL' CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. . 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum' Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS . 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. E -1 Helm A. Makar, P. E. Y s Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 • . • •• • • • ••• . • • • • • • • •. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •.. • • • • ••• • • • •• • • • • • • • •. • • • • • Town & Conntry Indust ids, 4c.' : :'• : :. • • • • • • •• •••• • •• ••• • • . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . • • • • •• • • • • • • V • • • • • • . • • . • • D. QUALITY ASSOU,RANCE • .. ••• • • • 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. ,None. E -2 H Helmy A. Maker, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 IMPACT GLASS INTER]TATION.A L • INS„ HURRICANE SHUTTERS /IMPAC oliN i Oy�7M DOI3RS AUTHORIZED PGT DISICRIB17J • • • • • • • Qualifier Carl Li • • a�a roc. ecc. Licensed & Insured CUSTOMER # CUSTOMER NAME: RP u`')sts;ketk" -•• • ADDRESS: W3...4 Nom.. too �vi ��^ :. .. . . . . .;P.R0�3►i1CTlAl' `U(H ■��s:Ak5 MEAN ROOF HEIGHT: BSc) RAW . tAW��,S PEAK ROOF HEIGHT: kP..�'E,N S Nric.. ,. � •• • . . •. •.. .. LENGTH: • ' -�. , � • � • •• : : :L • 0V G a • MIlli muo 1111■■■■■■ �� .t'aiY IM■■ ■ 1111■ ■■ ■1111® ■1I ■1'■■I1`■ ■ E —® � a �� MUMI ■ ■ ■ ■ ■■ ■ ■N 1111■■■ ■■L�� V l ii II T'rI ■ ■ ■■ ■I I■■►■ ■■■mil iw ■■■■IMIR 1 ■ ■■■EI UIII■ ■'111111 ■■■■■■1 �= = � �wi�■�: �: � J ■ ��r► 4. � as♦e. i �� r ■ ■1111■ ■■11■■ ■ ■■; ■■ ■ ■ ■■ ■■ Odannink 11■■ •111111■� ■! ■11 ■ ■ ■ ■■11 . ,1 ■�■ ■t ■ ■� ■■■■ ■■■ ■■■■■■■■■■ ■■■� X11■■■! r■ _— •....._....___•• ■�■■� �T r e i 'TFury I lan '1111 ■1111■ ■ 11■ 1111■■■■ 1 ......'�,�.��'1�l.�al , I�►. . .�� ■ ■ ■� ■1111 ► EMA ■ ■ ■ ■�P 1 nawua� 1111E 1��■ ■ M UNN■ LI S /■ ■ ■ ■ ■ ■ 1111 ■ ■ ■■ ■ ■■1 I I �1 ER ■11 1111 ■1111 ■■ ■11 ■�1E�.: ,E ■ ■ ■ ■11� �11�11� ■rR1■1 ■■■■■■■y:"—' —. 1111 ■ ■ ■11� ■11 ■ ■i1 1111■■■■■ � ►, ��r ®��7�'� 1111■■ ■■■■ ■ 11 �■■■■�iiii;■■ ■1111■ ■■■■■■ ■ ■■■1 ■■■■■ ■rr IN ■ ■I1 ■ ■ ■ ■ ■ ■ ■■ iIIIIIIIIIIIIIIIIIIIIIIII � ■ ■ ■■ 1111■■■■ ■ ■ ■ ■tEJNDN! ■■ ■ ■M�!! ■v ■ ■ ■ ■ ■ ■■■11 ■ ■lt ■■ ■1111■■IIII■■■III ■■■ ■ ■ II ■ ■ ■■'111111i 1111:II1111 ■■ ■1111■ ■■I■ ■ ■11 BUILDING WIDTH: • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: $�1{ 11/41, i ]Permit No. Opening Description of Window Product Acceptance Prodnct Approval Opening Design �_ d ressure ,1/45:-"". Rough Opening Size Shutter Required Yes / No MuIlionRequired Yes / No _ Impact Yes / No or Door or Mullion Number Design Pressn eo l oc35 L - c' S-. • (1-) PSF ( -) PSF 's (4-) PSF ( -) PSF W4 '-• S W) 3 L. • =- ' - ' MEE'1 MI --ExP fi 3&x:3 - Ztk CC VLM •C L S -D ,- 4. - .: ,- S D, ,s3 -4,, 1.40 K A • ccc�sz� c��- �a� s - o .� 1-s3- - 57 i -5s - s3 -,A, S3 X ( c o 6X +4:63 4e + - - M H:4 3- ..ZCsS 0 6a� i�I�t b� 1a1��c�1 +S_ — 54 -k-`-kr::.:a -5a,.7i. `Likg ktV, . i`k A Ct tSX — S4 43s5.2— ‘-4,,/ q►4,)‘3ct `\" RO @d P l t + 5q- -v-0.--1 N 4 2 X a-. % e.5 lit D. , y ! ► _ — o - sa„2 S3 Ys _ . -S \ _• t . •••• • • • • •••• ••t • • • •• • • • •• ■ • •••• •i'• • • ••• / • • • -• • •• • . • • •• • ••• • .� • • • • • • • •••• • •• • R ••• • • • ••• • ••• •• • •• • •• •• • ••• • • WIND LOAD CHART FOR EXPOSURE C BASED ON 1609.6.2.1 (2) AND 1609.6.2.1 (4) TABLE 1609.6.2.1 (2) TABLE 1609.6.2.1 (2) & 1609.6.2.1 (4) WIND ZONE EFFECTIVE WIND AREA IN SQ. FT. BASIC WIND SPEED 15' ROOF HEIGHT 20' ROOF HEIGHT 25' ROOF HEIGHT 30' ROOF HEIGHT • T OF 1.21 COEFFICIENT OF 1.29 COEFFICIENT OF 1.35 COEFFICIENT OF 1.40 140 M.P.H. EXPOSURE B POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 4 I0 35.3 38.2 6.2 45.5 49.3 47.7 51.6 49.4 53.5 42.7 4 33.7 36.7 0.8 4.4 43.5 47.3 45.5 49.6 47.2 51.4 50 31.6 34.6 8.2 41.9 40.8 44.6 42.7 46.7 44.2 48.4 4 100 30.0 33.0 36.i 3'.9 38.7 42.6 40.5 44.6 42.0 46.2 4 i 500 26.3 29.3 35.5 33.9 37.8 35.5 39.6 36.8 41.0 31.8 5 10 35.3 47.2 42.7 57.1 �..:. ' 48.2 45.5 43.5 40.8 60.9 56.8 51.3 47.7 45.5 42.7 63.7 •.•' 59.4 53.7 ��- • 4..i. :49.4• .. � 47.2 t �� 44.2 �.. • . 66.1 •. • _ 61:6••••: :. 55s7.:•: • 20 33.7 44.0 39.8 40.8 50 31.6 5 100 - 30.0 36.7 36.3 44.4 38.7 47.3 40.5 • • • •• •• •• 49.6 • • • 42.0 • • • • 51.4 •• • 41.1 • 5 500 26.3 29.3 31.8 35.5 33.9 37.8 35.5 • • ••■• • 39.6 •�.s :36.8 • „�,• Say lk i ® c9 s-coLE This chart can be used for required pressure rating on buildings with a permit application date preceding September 1, 1994 with a mean roof height of 30 feet or less, when replacing windows, side hinged door, sliding glass doors or shutters. • • • 09/12/2008 12:09 9542550893 MIAMI -DAD COUNTY JELD -WEN • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • 9 1441 DaT co lYLI, Fi0RmA METRO -DADS FLAGLER BUILDING • • 140 NEST FLAGLRR STREET, SUITE 1603 • • • • • • • • • • • • • •• • • • • • BUILDING CODE COMPLIANCE OFFICE (RCM PRODUCT CONTROL DIVISION NOTIC - 1 CEPTA NCE (NOA) www.mlam idade.eov/buRdinecode e d -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 r • • • • • • •• • •• ' • • 1 lI F�,ORIDA 33130 -1563 • • • (305) 375 -!901 • FAX (305) 372 -6339 •• • • • •• ••• • • • • • • • • •• • • • • • ••• • • •• 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). 'Phis 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 A (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 Aar may immediately revoke, modify, ore suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Nllami 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. DTs *I 1 M _� 1 7 1 eries 6'8" W/E Outswin Opaque paclue Steel Doors•L.1VI.I. -w/wa SGdelitea -N.I : Drawing No. S -2104, tided "Series Wood Edge Opaque Impact Door Up to 9'-0 "R 6' -8" w ith and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11 /2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Mlami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant/ Non - Impact Resistant LIMITATION: Miami-Dade County Approved Impact Resistant Shutters are required for Double Doors and for Sidelites. LABELING: Bach unit dhall bear a permanent label with the manufacturer's name or logo, following statement: "Miami -Dade County Product Control Approved ", unless otherwis oted herein. and RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charge 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 expiratipn 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 vided to the distributors and shall be available for inspection at the ob site at the qu est the the manufacturer Official. This NOA revises and renews NOA # 02- 1211.18 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. Th c:,t, r;, 'tree/ documentation was reviewed by Jaime D. Gascon, P.E, PAGE 01/1 0 NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 200 1 not Act Luuts 5425511139:3 JELD -WEN PAGE 02/10 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: A. DRAWINGS • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ►'IDEN CESUIIMITIED • Z •- "7 • •• 41P • • • • • 0 • • • • • • • • • • • • • • • • • • •• • ••• • •••• • • •. ••• • • • 1. Manufacturer's die drawings and sections. 2. Drawing No S- 2104, titled "Series Wood Fie QBagug Ol vviig , to l Impact Door Up to 9' -0 "x 6' -S" with and without Non-IdparSidbliteC:slIeets Ptd)rough 8 of 8, dated 09/11/2001 with revision D dated 07E14 /210'1, pr p LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1.) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA, 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201-94 - along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) C. CALCULA'T'IONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07 /11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement Letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/1112001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) G. OTHER 1. Notice of Acceptance No. 02.11211.15, issued to Jeld -Wen,, Inc. (OR) for their Series " Outswing Opaque Wood Edge Steel Door Up to 107 "x 6' -8" Units ", approved on 01/30/2003 and expiring on 08/15/2007. E -1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 { PLErIVEN6 Steel rosecosaascatsursral wow f OQ1B4a1t1_ LINT PP UM r0 COIStY IM01 16E 2006 41 MOM 1133MOM ei 141 RPP)61191Ae Ala MOP rol ON MOON sum dt Aft WE • •dune SW 1E'MAI S t1.7pPE U 10 11VAINEA a Pnl 7 Pa11w .via r As AA0 FR MOOR LC JIW • � 1 I0R3�'IDIF]67 70 e Way% SHAM. BE IMO M L 1310:3310 OR A. SCE Mar 1 16� MX MR OEM RITiRS • Q6 AIR Ur 117kc5a SYF • • -WOE APPROVED u1MACr RESi517wwr • •••• =OE i) IIIPALf R1ER5 ARE AMMO XS • •dle ROM 1 &1 w~IR 0rd) & IOC ROA Ear ti0r QN 0111 X 4 B. 51Gt4DES AR[ A?f 11O1 C41 EE LSE! 14 ii SIRE OR MILE • 1131EBYf t nzio os •• rialLifteili 24 9: 67.1261Duniskut . Dahlias! sled 4-573 aoiTr wit/ t/ - AI®0 per ATM 020 alb ammo Der imm sheet V i Hj{alat=24.6O7 Os[ pplabreas m0 1,0 ro 1.23 aa/ 1 doge, by ibtandsta ol. x164 ad habits pmdl wo ob t d Man 24GA (17 As) >aalaiad 1611[ Me ran skirl five oald Warm aro Q.W 117 ars 0* dip ®1 bot6ane lal. The rap I% r•1 maws FAT iridr r teat 1 Y9 1 ►4e door 6Neas mi 6 le► rased QAZI' Prt vekod aka ,eetm LAY e0d7 x /AP 049 Oa adage er Rae few test rat Wed ads 61. Lit Mk Mb and Fond a= Pia law MElr mew Ur 1 /AI' Mo Meat way & Rod aaatA puyat atiaL ha de* a• OW Yu So agestemoi - 1M Rod 1 A• calk Mo Nati tr aketnatel ken 1410 (00111' /Kik) stag Ma 441244 of BI4 raol $5114 as teal 90' owi Ello G � p a.3 clad In O. earls 21e 411131 p as rained to mews C tip fib Aim or the ogling %Ty 11011 aSaaoae, P. *id/ fur ymiap didAIO The Rs Nam are Ieapd r/ MO pia* auwound e, r asst azkatra•. The frames as mmpogld kora Paakroos Pite mall• s• 2123' 07:4 o 43425' dm. TM 0...- and *bib A•ai . . ere Anades4 and 4.0 Ja,.0 to a• Mb $1r'Ee and attadxd di (J) j Y• s 7/16' aim aim are, Do aft au • etadmd ltawq lag (`\ M4 Aim IA (3) rat 2 aaaw avers abated .. 2 1 4 3 1 MINE Of 003, iI GfIW74 [APES 10.1 DPW& mums mark mass straoris ma ISM CIE mums 1109M& • ; =OM Ain &RES MOM =M I5 NO caws At@ MRS OBAIS OR =MEWS 31.25' MIL MAE t�clrl fuer 745' 101t 0.4 f ( kY71N -- .o r AP. m i' r ,S' 1611! 0A Wasrnim Pu1<1. MON _ 37.73 OA ROE AD►A 903' 119 B' WE f1A urau ar 10){121 0A Pall : 100 NOW 0 Gs, TABLE 1: CB egg 010310 UMW OW OD HEINUNSMOSE 81.25' FRAME KOMI kWt 2.73' 1Ar mix 0A PAIL mosso sr OA IEGIE 81149' GAX lapIE Miff 073' cular 71173' 16( AA ►AIIIE 'MI .7Q' VIAL MAR T .813' T8' VAX OA 1 81113- warr egg 11711Wi 0.4 MAI ND.N - TtP, Jar 7 3• tat ae,1?S' 1612. GaA ®I2. ]YP_ 1114 " Ma VCR gl r n HOWE ACME II 17Qaa P. F 1h 11 uc t ar • orlsb Sala GS MG COLAs d +.assn a® Ewa I83'MAL 0. SUM ►R4kK «54 r4' MIX OA MEL 1613214 1' VAX 0A OLII ADM 61 773' 11122. OA 127.12. Waif scat 0tl1S300 MAC r Ioi*T rAr0) 3/ *42- 111PAL1 i STALME EIS 1R0R EMIXI 1,13' AIX 0.A. 5173E WARE ialN 14' Mt OA. PAWL «1.3_ al 25' 1i.1Y. 0.4 KEW' 0317 Th212I H Si 0If2 5 W'201 01410! 4S1r/.n Procured itt 1/m OD 14sra� ill-sob -7725 toE J21 -690- -1789 PRCOL`CCH"c.V19ED ea cnarrr V.151 Om E7atb Ems;_:.' CO. o a. t Th,l it gg ti 1111 ra .* 9 -17 -01 mom PLZL arse *n 20x!0 sac aft S SAITUL MIRO ICJ 5 -2104 xm 1 Cr 0 1-' CO LO m r m z fi 3 m sow MO LW% myke to ati 1a+ - , ear net cWR01 jArDt = sob➢ X/40 wo -mocr saws t57 ix/ -47 Psi { PLErIVEN6 Steel rosecosaascatsursral wow f OQ1B4a1t1_ LINT PP UM r0 COIStY IM01 16E 2006 41 MOM 1133MOM ei 141 RPP)61191Ae Ala MOP rol ON MOON sum dt Aft WE • •dune SW 1E'MAI S t1.7pPE U 10 11VAINEA a Pnl 7 Pa11w .via r As AA0 FR MOOR LC JIW • � 1 I0R3�'IDIF]67 70 e Way% SHAM. BE IMO M L 1310:3310 OR A. SCE Mar 1 16� MX MR OEM RITiRS • Q6 AIR Ur 117kc5a SYF • • -WOE APPROVED u1MACr RESi517wwr • •••• =OE i) IIIPALf R1ER5 ARE AMMO XS • •dle ROM 1 &1 w~IR 0rd) & IOC ROA Ear ti0r QN 0111 X 4 B. 51Gt4DES AR[ A?f 11O1 C41 EE LSE! 14 ii SIRE OR MILE • 1131EBYf t nzio os •• rialLifteili 24 9: 67.1261Duniskut . Dahlias! sled 4-573 aoiTr wit/ t/ - AI®0 per ATM 020 alb ammo Der imm sheet V i Hj{alat=24.6O7 Os[ pplabreas m0 1,0 ro 1.23 aa/ 1 doge, by ibtandsta ol. x164 ad habits pmdl wo ob t d Man 24GA (17 As) >aalaiad 1611[ Me ran skirl five oald Warm aro Q.W 117 ars 0* dip ®1 bot6ane lal. The rap I% r•1 maws FAT iridr r teat 1 Y9 1 ►4e door 6Neas mi 6 le► rased QAZI' Prt vekod aka ,eetm LAY e0d7 x /AP 049 Oa adage er Rae few test rat Wed ads 61. Lit Mk Mb and Fond a= Pia law MElr mew Ur 1 /AI' Mo Meat way & Rod aaatA puyat atiaL ha de* a• OW Yu So agestemoi - 1M Rod 1 A• calk Mo Nati tr aketnatel ken 1410 (00111' /Kik) stag Ma 441244 of BI4 raol $5114 as teal 90' owi Ello G � p a.3 clad In O. earls 21e 411131 p as rained to mews C tip fib Aim or the ogling %Ty 11011 aSaaoae, P. *id/ fur ymiap didAIO The Rs Nam are Ieapd r/ MO pia* auwound e, r asst azkatra•. The frames as mmpogld kora Paakroos Pite mall• s• 2123' 07:4 o 43425' dm. TM 0...- and *bib A•ai . . ere Anades4 and 4.0 Ja,.0 to a• Mb $1r'Ee and attadxd di (J) j Y• s 7/16' aim aim are, Do aft au • etadmd ltawq lag (`\ M4 Aim IA (3) rat 2 aaaw avers abated .. 2 1 4 3 1 MINE Of 003, iI GfIW74 [APES 10.1 DPW& mums mark mass straoris ma ISM CIE mums 1109M& • ; =OM Ain &RES MOM =M I5 NO caws At@ MRS OBAIS OR =MEWS 31.25' MIL MAE t�clrl fuer 745' 101t 0.4 f ( kY71N -- .o r AP. m i' r ,S' 1611! 0A Wasrnim Pu1<1. MON _ 37.73 OA ROE AD►A 903' 119 B' WE f1A urau ar 10){121 0A Pall : 100 NOW 0 Gs, TABLE 1: CB egg 010310 UMW OW OD HEINUNSMOSE 81.25' FRAME KOMI kWt 2.73' 1Ar mix 0A PAIL mosso sr OA IEGIE 81149' GAX lapIE Miff 073' cular 71173' 16( AA ►AIIIE 'MI .7Q' VIAL MAR T .813' T8' VAX OA 1 81113- warr egg 11711Wi 0.4 MAI ND.N - TtP, Jar 7 3• tat ae,1?S' 1612. GaA ®I2. ]YP_ 1114 " Ma VCR gl r n HOWE ACME II 17Qaa P. F 1h 11 uc t ar • orlsb Sala GS MG COLAs d +.assn a® Ewa I83'MAL 0. SUM ►R4kK «54 r4' MIX OA MEL 1613214 1' VAX 0A OLII ADM 61 773' 11122. OA 127.12. Waif scat 0tl1S300 MAC r Ioi*T rAr0) 3/ *42- 111PAL1 i STALME EIS 1R0R EMIXI 1,13' AIX 0.A. 5173E WARE ialN 14' Mt OA. PAWL «1.3_ al 25' 1i.1Y. 0.4 KEW' 0317 Th212I H Si 0If2 5 W'201 01410! 4S1r/.n Procured itt 1/m OD 14sra� ill-sob -7725 toE J21 -690- -1789 PRCOL`CCH"c.V19ED ea cnarrr V.151 Om E7atb Ems;_:.' CO. o a. t Th,l it gg ti 1111 ra .* 9 -17 -01 mom PLZL arse *n 20x!0 sac aft S SAITUL MIRO ICJ 5 -2104 xm 1 Cr 0 1-' CO LO m r m z fi 3 m JJY. Si.4h:J7J _. .. Ja:4. DOOR STEEL FACE SHEET 242A. 0420 ' STEEL FRAME HEAD (ZINGER JOINTED PONDEROSA P/NE) W000 FRAME HINGE MID NGER JOINTED PONDEROSA PINE W000 LATCH 67 , u.0 PONDEROSA WOOD ElaI1i'>[ E /;il..! 111117771111 DOOR LATCH $111E ].w•i - ' L.I" F - g;i1.ii_k-P ARAD TRIM NAIL I60A. X 1 f0 MULLION CAP STEEL • COMPRESSION WEARIER:MP FOAM 0002 RIP RAIL LVL BOOR BOTTOM RM STEEL DOOR MOE SIRE (FINGER JOINTED PONDEROSA PINE) HOED h0 a 1 3/4' ' WOOD SCREW STEEL. LOCK BLOCH NGER JOINTED PONDEROSA • Ll 1e OW WON ANCHOR IV 1 1 4 RN MED. STEEL 0IPAh007 POLYSIYREBE (1.0 tv 1.75 Mid BMW BY ,IEl -*0l R7A1i NOT USED .2Je WOOD SUB auCK MOO 51421 (•15 YAM RIK 141011 OEIISDY RAM OR GREATER) - HERSET 400 SERIES Mg 'TEFL r KWIKSE► MR 700 i!'• Es omega • SHOWN L mr,'wry .,._ 7JP.° WTI rOzclUJE ME 11111111 x PEN WOW SCREW STE& 10 1 P974 WOOD SCREW DM PERW. ASTRAGAL 10 DOOR) STEEL 10 Y 2 PEN MOOD SCREW STEEL WOOD = MLAIION SAP E CAULK CR LAWRENCE 33 C 7 ��• 31 BRAD TRIM NAY. 1601. r 4 TOR 3 = WARIER. ROUND. STEEL 32 3/e' QUARTER ROLM S iDET NE STOP WOOD 33 ''' •3' = 3. P 7133 , - 001704 ' HOF M SO IOAOE DEA1180LT r; illf�:f. ; - L Cq: Ell =EWE slut F E 1 2401. (r + r i I 7!� ?EllII GLASS " 1 = a r.. eY PPG • • DIE FRAME SG SP - TC431 PP5530 01 POLYPROP. :.ai, - - - J:.. ra• Irii �. PYLI IEET Yd11 .T. *000 iim Fitz. P.)• 41 AM C& 51204E PLATE S/EQ. 42 t.,_ _ !,_ HERITAGE S'gi 3 a ALE 0Fiw80LT HERITAGE SEEM • SHOWN SIEFT, WOOD •.� FRAME REAM SILL ARO &WM (FINGER JC1NIED * .. PA) FRAME BY TRINE( FUR 1/2' IGLU. POLYPRGP. 2' WS TED TEMPERED GuAS5 @Rn4la;::iraas7l..Joivr: 1d.•? �. ■,.. � t IA • mom, .PUSS 15J7123 111M=M1 STEEL LITE FRAME SCREW 8 x 1 1 LOG PANNELO = MAY COMPOUND DOW 1159 SILICONE TO WOOD IM1STAUAOON SCREW W/ 1.90' WIN. EMBEDMENT SIEt7. 53 DOOR LATCH LEAD BJLT SNAKE PLATE 37111. • • ....I• • • ••••■• • • • • • .• • • • • • 1.34' YIN END 0 O • • • • ••• 1.75' YIN PANEL TRH 0 O (f1 �.J 1.50 - 0.29' 3!4 514141 • •. aMe Bi� qAn� • sHEEr 5 • • • •• • • • •• • • • •••• • • • SEE NOTE 9 ON SIC 4 • . • • • •• • •••• 87.25' • • •••• �waJs 0.A. FRAAIE HEIGHT Clil VERACAL CROSS 5ECITON lJ M H HIGH 1 1(2V H ELD CONCRETE/ O r Y • • • • • •. • • • 1.75' 50' HJ UTN. EDGE OAST. tr0.o' MAX O.A. PANEL HEIGHT .825' CONCRETE/ MASONRY BY OTHERS ffi 4l 0 1.50 21N, 0.25' ENS. MAX -172 57 E DETAIL 7J "1 ON SHEETS SEE NOW SEE NOTE 3 ON SW. 4 ON SHE 4 1.25' HUN. EAf8. SEE NOTE Z ON SHY. 4 1.75' AIIN. PANEL DIK. 0. t25' ANN. GLASS Wk. a1.25' MOM MAX OA. FRAME NOWT SEE NOTE 2' 0.+1 SHY. 4 SEE NOTE $1, aN SHT 4 •;_ SEE NOTE a t r ON 577. 4 W' ^.-^ EE DETAIL 7 i - 1 ON SHEET 5 SEE OWING DETAI S, SHEET 7 CONCRETE/ MASONRY BY OTHERS 0' U 79 51 MIN. EDGE' MST. VERTICAL CROSS SECTION AY 5 DELETE SA514 SEE NOTE 3 N 4 eat 144X. OA PANEL HEIGHT 001402ETE/ MASONRY BY OTHERS a r4 L atti( ISO %%Pima aakedow Rafts e.•es • eelagansa teL >r>� Prepared B AlliPm'' P70 LEO Mom 321 - 890 - 1788 Fax: 32 -591- -1709 uJ"a � E amid. By -- 9 - 7 1-01 seer, FATS. oest JM J131 esa 6m S 54PFE1L e.uNf 176 5-2104 ssrr or 7.3 i L0 C-I IT! I ni m I> 0) m • • • SEE BOLE 4 OH SIC 1 • r • is • 44. •. • ••• • •••• • • ••• •• G 4 ••• 1.50' a>1If. Lwow/ MED. WNW BY ones • SEE DIRAR. 5 • • • ON SFIO7 5 • • • • • 41255' MAX. sI�11 NO81ZQNTA1 CROSS SECTION \J LATCH AM TO S C HORVZOUTT C RASS SECTION l?/ AT IMPERIAL ASf HORIZONTAL CROSS SECROP( HR GE JAMS TO 51ICx ASTRAGAL THROW BOLTS (2) IOTA; (1 EACIV OM' OIA x St4 LO. AT TOP & BOITOM Q� IlL I 11 II! 1J AS13iG1L_ O STR F ATh c fN1 WE: RBI 24 ANT WON MIS VIEW FOR CLAM :1,:. G14d4• A6 It. 433 FTC. LIZ - � Suls t23 exoDUCTREVsm ea aaaplylrareeklateElaila Emid..4Creb Ao..0WeIto Expellkolleba OOIMGVETE/ 11 A5Cf RY BY O7fLERS Preprod 4s IID P11as 321 - 650 -PAW fax S2I -19O -1789 •4 • • • Co COO 00% C COG X0©0© GGC 1.50' IRE SEE MOTE 6 ON Mil. 4 125' MN 01AS,S DEC 9- 11-01 •c•i•a eta, ST2104 • • • © SEE NRIE 4 ON VIE 4 •IS1TATT ••• • SEE 11t 4 • ON SHE •••••• • . • •••• a7s' • • • •• • ••• • • •••• • •• • • • • rlPRIZpNTAL CROSS SECTION Mr AT SNIET.JIE TO IATCH 441.40 tan 1. SPA!.&1C RR ABM j29 DE 110 it I' PRI SCREW AT7A19HC BEE IYP0 1L NO WA 1O THE AVT46ITE DOOR AS AS A7lLOWSr ROW IRE TOP 00WH A TTEE Fermi 'UP; 1.0'. 25", AO; 15", 13.0. 18Q' 11 28.0'. 2 SPAC9IS FOR REM 123 x f 1/2' RENEW 6 AS AXIOM TOP & Tame HORIEOW1AfLY, SMITE PN ET; 2D' JN FROM DEM CORER. WTI, SJOtrS. VERT14 IlkY. RIO 711' SCARF PA1II (30", 2&0: JB.O. 52.0' A 610: MVEAIS FOR @71 131 THE 1616 x J /4' 81MD 1704 NAR AMMO THE QUAVER ROM TO RE SOME AN) 11131 /9 1TE 1661 )I 1' OM 4D VW TL14. ATTACIAND 11E 14MM N VP TO TILE 111.111.1014 BArt VEA0CAILY, JS AS RUM TOP R BOTTOM 1TORDOIIDIILY (MR TNF )/8' WRIER RUIN l . 1.25' RI 10044 EACH OM ER R 1110 (1) 1411 1 M IF IF SEiT ES IITI EIIL2 00 50141 J/9' 0(2417ER ROLM ! MI111101 OAP$ 1.25' IRON EIf7. ENO & SDf MORE 4. WHEN ATTAC1*1 THE 5700E RATE TO THE 211+* AND MCC IEC 1151 125, A 19 x 2 J/2' PR I WOOD 50101. wet AMMO E THE ME RATE TO 711E ‘14111 NE &DEUWE &MEI AT THE MLM.VON USE REM 124, A 18 x 2' PRI ROOD SOU 5 SPASM RR OEM 125 17E f B x 2 1%2 P01110:100 SCREWS MACHIN& DIE JAMS 1'0011NFR AT TIE I41WCA4 IS AS 501LDAS: 90' MA EACH VFR1XAL CONNER MR (4) MOE SCREWS MALY SPACED ON THE F00D. e THE SEOWIE PANEL 6 SEDUM 11410 TIE 50ED E ,14144 1// OEM /29 SMiCOI E CMJTK 011 TI61EE Afa6 AND J/e' NAM ROUi110.S SEDUM WITH DEM (NI NM 71181 NUTS x 3/4' LOAD. 7. 11071 ATTACIN TT 1E HINGE ID TTIE' 44163 AND BOCK USE OEM 127, A /10 x 2' 004 50441E MIN ATTACTW19 11.E MOE TO TIE JUN) NO SOME 14169 AT THE IKILLEN LSE REM fT4 A f10 x 1 J/4' PFH 8000 SCREW. 8. SNOW 470 REM /L9 THE /6 x 1 1/2' PAYTEAI SCREW (711611Y UTFFR41E) S AS MOMS: SIOF►I1T UTr114E FROM 741 TOP DOWN WRITC4Lu'. 225', MOM; 32.11125. 423625' R 82625'. SegiLMORMIE RIP & BOTTOM FAUN 114= LEFT; ORf (I) SCREW AT 4.4375' 9. AL7ERT0XIE OCi1CRETEMSOMW 44slAUATr l ANCTERS OF E044114 .727 PBENNW41.E OW4A,C1ERlSTR6 CAN BE USED WON APPROVAL OF THE ARMED! OR ENTINEN R OF RECORD RE 11+E PROUEC7 OF ITE7AUATTC41. fQ 16,E at /51 11HET1WAN= 200 WOOD SUBSTRATE AT HEMP & mass 1& OEM 125 WREN Irfa7ALUNG YlrO DCIDONSi USE my 116 4010 1L57AILYIC 1100 00140 T2J14 044W STJBSRR4TC AT wants .2 0721 NASENIFf 8Y DDRAS 1.10 H9L PAM TIN SEE 1101E 011 90. 4 SEE DELI2. 5 ON SHEET 5 © AT-SIM Z0 LITE T NO ME JAM STE NOTE .1 ON SF4I 4 0.75' SEE GIA25G D ETAILS MEET 7 EXIETNOR INTERIOR ® HORIZONTAL CROSS SECTION AT STDE1JTE TO BUCK SEE MOTE 2 NI SHE Sfl ROTE 8 011 STMT. 4 SEE L 412040 DEEMS, SNIT 7 rm . . r __ I .2.5. • B• 1TP. • • s• I_ a l • •1 1 1 111 LA 7.379' • • • • • PYP' •• a • • •••••.• � J' nYP. 7' 1YP. 7025 MAX OA ME Irelff SEE N01E ON SfW 4 aoo 9 -11-01 aw en a7Kr cut. Bat £ SWELL w11•o rm 5-7104 ►ar Mk QA AMC 94910 SEE OLTM Z ON SLEET 5 ►6<11' M 5 SPACES 0 1185 8 was 0 ?L54' LINE 9 -11-01 Mis ara ea MU • • • • • • • �S • • • • • • • • • • • • • • • • • • MUM AL1 liejNANE SNICIE AWE • Lir UPEND cuss • snifirrat Parcae PP55.30 CT3 OWING DEW 3 7RCY E MAE r INSURED IIISPEUD GLASS LUPOY EU-5007 EXTERIOR lifiERWR S e MI ME R GW Siff. 4 0.50 Q.f251FIE Lr GUM DK GLASS SPACE 1 a 12.5" x WM araxcEF7 ENE 51d1 SPAM GJAZEVIAL2 EOM LEE FRAME 1/2 IAAIM TIMM CloISS WPM ar-aaa 4 47' nit ala rksfeta P. g. Pkt. 0423 t Carsmt Wee gini andirodr. Made meaSs flri (*VW. hilmemga it noel Prepared 917 Fm, Lie Ft....121-090-1731 ran 111-690-IN+9 exeo .c..0153C : v ineta cgai ei.e2teca Ft. 0 pvirifimosie wag:egg WI. disThIsebs RV mina rodent Caving =la 9-11-01 SCAM tim CMG Int jfitl rw. eft S. WELL MINN WM 3-2104 RAE: 7 oi rri 1 m z Lfir EIL COGILVIRENAL 24a 0.cgil,gul • • • • • • • • • • • • • • • • • •••• • • • •• r LEO' 1 1 • pill Ohr • • P241gi • • • ;41 • • • • • • • • • • • • • • MD, .10"491VG 150' of••• L73 IC • • • • • • • • • • • • • • • • ASSAM /QS MO 0-Ift5' 094 x 9' L& BIM • - 1 / ltV; f QV MOW I.Or 0 Itgay-titM1241.131K11 • • • • • • 0 SCRIM Q-LOV CVS 650 • • • • • • ' o C ,15TN mai 571NlE RATE OEM. ans. sr/E) COL VANES INNI o z el - MOWN' rem tigQ2122(Afacg QUER JC9i7ED P� EOVS,4 PE OENZEMEIL2111 J.74 0.67' 1 o I 0 0 1 I-- asrr ur 2_52 Cyr AM 11881Y NO' WAIF POOPROP. 0 01KWIR. LYL - Fr ihr Lt 1.67 r Cyjgre [AIM SwF RATE IA L1 sim ®BOLLE112111a SRA &WY 2.0%..A cur 1.25 // t CL5 g. Tift MOMS* ME 0.0 00 0.125" 1— or -.4 I— Ur 2.52' let Cile oCt urE Fmk parOmp. fl 11 ! PROW. aa r axis- RF 1.,373" E:=1 rallaysie v_.-/FTHE (az. WHO 1.5e 01X.SME102220 1 syKurP srap pee 2040" am" --II— E99 fiorkle P. E. Kw 11132;/ PTC. 1.1.4 ISN5 1:cprell Se* cla VErkks 310a1 6rMain Mihsilkim II= Midas LJ 4.001/' 1 V./ 4 x 0497' IMC. STEEL 9.59' 4.114/' 0 01M1 SWORD BUMP FACE iffiESHOLD OanDED .41ANUM - ay KIWI co New Prep:rad Ite meleamememir LIC Mato 321-603-1730 Firr 321-690-1710 ISICKSIIIETREIMED • Enka% 6VA • we 9-I 1-01 ML ftts ova. JWU art. ea 1 S413731 S-210# snag 8 a I—‘ m