The URL can be used to link to this page

1269 NE 94 St (12)01/25/2006 18:22 9548937037 LEE PICKER & ASSOC NOTICE OF COMMENCEMENT A RECORDED DOPY MUST BE POSTED ON THE JOB SIM AT TIME OF FIRST INSPECTION PERMITNO.10. % —C H FOLIO NO. I 2O 630 60 e 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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, Legal description of property and street/address: ( 41. ,W C `Z 9 5 r cam,' -740a-es -ec4J 0 e , r: 4 2. Description of improvement: Alvptct c cp 3. Owner(s) name and address: _ eko alp 2G 9 Interest in property: Name and address of fee simple tivenolder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond .$ 6. Lender's name and address: 7. Persons within the state of Florida designated by Own% upon whom notices orl,o provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: • 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. • Name and address: 9, Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Sworn to and subscribed before me this 4 day of Notary Public Print Notary's Name My commission expires; 123.01.52 PAGE 4 10/04 G7.Ot Cc..0 3+") r US • swat er retRiot., couI+trr rvio 1 HEREBY CFRTIP 6■11iis Is(. rr c original (Rad in tIliS ofirce i 1.. verrNS,`., ;y h5gdE�; fh iciy ' September 13, 2006' TrMUEVWREITRITFAKKAJMNCL CFH 200680074421 OR Bk 24168 P9 18701 (1p9) RECORDED 41/23/2006 13:34 :22 HARVEY RUVIN, CLERK OF COURT 11IAIII -DADE COUNTY, FLORIDA !AST PAGE ti* i - sus. S / S ?/3 th VIE urEnents - . ree d as • Prepared by t-66 Ply 1L - , 20 S6A V(C'W pt./0.4.9V—IC 14rqS'- O-1-) 3 7 c Address: 44/f1 / f 3 3 ! - PAGE 02/02 1111{151111111111111111 . Cco PA. Lee C Picker ,1 MAYCOMKVOtt DD1 t30 FXPtl S • September 13, 2006 'Inspection Number: INSP -6262 / L Inspection Date: 03/23/2006 Inspector: Grande, Claudio Owner: SIMS, THOMAS Job Address: 1269 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SEAVIEW INDUSTRIES INC Building Department Comments Wednesday, March 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -1-06 -121 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)751 -0321 Parcel Number 1132050100080 Lot: Page 1 of 2 Passed Inspector Comments , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -6262 / L Inspection Date: 03/23/2006 Inspector: Grande, Claudio Owner: SIMS, THOMAS Job Address: 1269 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SEAVIEW INDUSTRIES INC Building Department Comments Wednesday, March 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -1-06 -121 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)751 -0321 Parcel Number 1132050100080 Lot: Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Tenant /Lessee Name Submittal Fee $ Notary $ Scanning $ 9 . co Code Enforcement $ (Continued on opposite side) Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle):^j3uildin .. Electrica ' umbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) � Phone # 30 G> 3 f Owner's Address — x ' -4 24_ 7 /1f gl -tot City t ate /Z ( , Job Address (where the work is being done) /2 `O q N 6 r✓f City _ Miami Shores Villa _e County Miami -Dade Zip 33 13? Is Building Historically Designated YES NO Contractor's Company Name S'4 V161-Aj //U D 07 P Phone # 3 - eo? 9 Contractor's Address ¥5 Af t.J 3? c City n9 1 N \ State f Qualifier m A9rH- 1..) State Certificate or Registration No. CG G o 5 (21 Architect /Engineer's Name (if applicable) AL " not -p< -e) Q C - -P Phone # 315 S !P T d r $ Value of Work For this Permit -5 3 7 6m) Type of Work: ❑Addition 121Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: /N ST ( i) Si PP'NU'�'L- 4 (i Z) P-c-C-0 (4 l 8 lJ 14- oTTff'(Lp ************** * * * * * * * * * * * * * *F *** ***4e t **** * * * **** ** *,t*** Permit Fee $ Training /Education Fee $ Total Fee Now Due $ 2- 4c1 `? 3O Permit No. Y I3 ' — 1 / Master Permit No. Zip Structural Plan Review. $ Phone #17 Zip 99/ 'a_ Certificate of Competency No. Square Footage Of Work: 0 Q CCF $ 3. (OtJ CO /CC Technology Fee $ Zoning Bond $ • Bonding Company's Name (if applicable) A)/ A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /V fkY 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. 1 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 COMM ENCEMENT." 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature As identification and who did take an oath. NOTARY PUBLIC• Sign: _ Print: My Commission Expires: Chc 05/13/03 P.04,-; Lee C. Picker MY COMMISSION* nm3/, 8 EXPIRES September 13, 2006 , t 0;4 :C', 0THWTP.OY701 INSURANCE, INC Signature ner or Agent The foregoing instrument was acknowledged before me this G The foregoing instrument was acknowledged before me this_It day of , 20 Cam, by Tleorn 45' S/!fl ,S , day of -Mg , 20C4 , by mr- T•4) a et c-542 who is personally known to me or who has produced POL. , who is personally known to me or who has produced NOTARY PUBLI Sign: Contractor as identification and who did take an oath. Print: Lce L. Picker ,\!Y LL N MISSI0 ti EXPIRES My Commission Expire‘ September 13, 2006 " ' �: c` {{��.. P• • � dCED THRU TROY FAIN II SURANC6 i KC ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *Sp F�YO`�i * * * * *. * * * * * * * * * * * * * * ** ************************************************ * * * * * * * * * * * * * * * * * ** * * * * * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** / APPLICATION APPROVED BY: G F/ 0(,0 Plans Examiner Engineer Zoning Issue Date: 1/18/2006 Owner's Name: THOMAS SIMS Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1269 94 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/17/2007 Contractor(s) SEAVIEW INDUSTRIES INC Phone Primary Contractor Yes Comments: INSTALL 1 SHUTTER PANEL AND 12 ACCORDION SHUTTERS Additional Information Type of Work: SHUTTERS No of Openings: 13 Additional Info: Classification: Residential 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. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -06 -121 Phone: (305)751 -0321 1132050100080 Lot: PB: Total Square Feet: 264 Total Valuation: $ 5,375.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $230.00 $9.00 $5.75 $249.55 Invoice Number WS - 1 - 06 - 23495 Total: tJAN 2 5 PAID cq Amt Due Amt Paid $249.55 ZQ..ci .56 Building Department File Copy Applicant Signature NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Building Department Product Approval Schedule Description of Window / Comparison Product Acceptance Chart Product Approval Address: (2k'? Opening Design NE '0 Roi:gh Opening $1 Permit Slimier Required No. ws-- Mullion Required Opening Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) I'SF ( -) PSF R 1 0 _ 1.. it Actfi12ai a l l S k r t i V i f - : . 2 •15 03-01 I t o •tom, -t N- –73.3 -- (4.3 8 I -- — 7 4 3 4 37Wµ 3 y )4 V-fa 5 – iS X G Co (o -74-V (07 C /4 )4.(e Z 1 ?) (0 !(D 7q, %C.40 11 `,S72- . 3 f 2 /6 3 1 r 1 • • ••. • • ••,•• • • 41 • • •• ••• • • • • • • • • • ••• • • • • • • • • • • • • . • •• • • CU cu ro IIG'l (�/v' ,iG: . —_ _z X 9 / • Au•u,ii.:::.;:.;:_i_3... 67 .. • ••• •• •9 • • • 1'1' r: • • I•Ilc;'U•I 1.10 -__1. 1 ruv< 1= 1: HUGH C;i UUI!_UU Iu'IIRYI }1 .______.__. :. _ 1 l:P• -q • • • • • • . • • • • •. • ... • • : :.. „• • 7:1(.11.) 1(•[1)0 I•p: It;I I us • 3� • • 11". 111 al -1 , _.....___iit-4ec 1 I , i ..L. i 1 • • ........-1....... 110 I , . . ! , ,... G -12, 1 of or...ar to I ;7 I • _____ ... _ A: _ e _ pej.... — . . „.... _ .... ___--A-fc_4; . 1 . . (r x E.la 11„1._. ....... ........ • I 1 _— I _ I f . �. ASIIIi 7 1 1 . 1 _ 1. i • . • I I - I_ I I f I LA I_I I • . I I I _..I_�I. ._.._= I__L� , --- ��. -_ _._. ........ .. .. . - I� ................. . . • L - -,- _. .............. ._ i 1 1 _ k i i _.._ ...._ _ 1 • • ••. • • ••,•• • • 41 • • •• ••• • • • • • • • • • ••• • • • • • • • • • • • • . • •• • • CU cu ro IIG'l (�/v' ,iG: . —_ _z X 9 / • Au•u,ii.:::.;:.;:_i_3... 67 .. • ••• •• •9 • • • 1'1' r: • • I•Ilc;'U•I 1.10 -__1. 1 ruv< 1= 1: HUGH C;i UUI!_UU Iu'IIRYI }1 .______.__. :. _ 1 l:P• -q • • • • • • . • • • • •. • ... • • : :.. „• • 7:1(.11.) 1(•[1)0 I•p: It;I I us • 3� • to Sent By: SEAVIEW INDUSTRIEcINC.; f (BASED ON INFORMATION PROVIDED BY CLIENT) CLIENT: 5,/t1/L / D tisriztCf JOB: Tlfc'rii . /kJ' n?� Alitl S Mag-6f Et- BUILDING HEIGHT: !BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE > 10 DEG_ EXPOSURE 'C' MEAN ROOF ■M DESIGN LOADS --PSF ELEV. FEET EXT. ( +) INT. 15 25 30 35 40 4. 7 61.2 63.1 65.0 67,0 YIPING WANG FLA. F.E. 55983" 4j. i/ 7? - JAN 1 1 2006 WS- Dlo -12l 73.3 81,9 84.5 87.1 89.7 305 q4 9060 Jan 11 06 8:25AM; C O N C P O N E N ' r •'k • ('L 1 D D ;,\S.. AS PV SPLCIFICAT10N :A10E _7 !98 ••• ••• ••.•• • • • • • • • • • • • • • • • ••. ••• • • • • • BASIC WIND SPEED: . V =146 MPH IMPORTANCE F 1. = 411 .. DIRECTIONALITYP'4■CR : :r '•• TRIBUTARY ARIA •• >:0: Sqt " , RESIDENTIAL CONSTRUCTION ONLY FOR IMPACT RESISTANT SHUTTERS OR WINDOWS WITH SHUTTERS NOTES: LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS / ZONFS, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB OASIS. DADC COUN AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL, (305) 264 -8100 FAX. (305) 262-6978 Page 2/2 a TJII5 DOCUMENT TS NAT YAL1D wITTIOVT Mt; t;NUOSSED SLAT. 0• AN ENGINEPk EMPLOYED BY AL- F.1RUUQ CURPWi.lTION. NO PORTION OF THIS DOCUMENT MAY 9t USED OR RCPROOUCED IN ANY VANNER WHATSOEVER WITHOUT (HE WRITTEN PERMi5SION OF AL- FAROGQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -98. SF.T FORTH HEREIN). P AFC -23A Dear Sincerely, Mathew Cicero President • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • . • • • • • • • • • • • ••• • •. • . • • •• • • We are the Dade County Notice of Acceptance Holder for the SSA/(6.8" — HR) Aluminum Accordion Shutter under number 03- 0116.02. This letter authorizes , r A-1/l /N O UJ - g-1 Accordion Shutter to be used at the following job: ... • •• • • • . • • • • • • • • • • • • • • • • • • • • • •. •.• •• • • • • • • • • •.• •• Coastal Shutters, Inc. 3789 N.W. 46th Street • Miami, Florida 33142 Office 305 - 633 -3351 • Fax 305 - 633 -3516 1- 888 - 927 -3740 to use our 6.8" TK-ey 44 /1 P .S' (all' NOTICE OF ACCEPTANCE (NOA) Coastal Shutters, Inc.. 4595 N.W. 37 Court Miami, Florida 33142 .. .. • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • • • • PRODUCT CONTROL DMSION • • • • • •.• ... • • •• • . • • • • • ..• • • • • • • • • ... • • • • • • • • • •.. •. •. • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • • METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ••• • • • • •• •• • • • • • • • • • MIAMI, FLORIDA 33130 -1563 •0305) 375 -2901 FAX (305) 375 -2908 • • • • • • • • • • • 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 Hun Zone of the Florida Building Code. DESCRIPTION: SSA / ( 6.8" — HR) Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 01 -855, titled " Coastal 6.8" — HR Residential Accordion ", sheets 1 through 11 of 11, prepared by Knezevich & Associa s Inc. dated December 8, 1998, last revision #8 dated February 10, 2003 bearing the Miami -Dade County roduct Control Revision . stamp with the Notice of Acceptance number and expiration date by the Miam County Product Control Division. MISSILE IMPACT RATING: Large and Smap / Missile Impact LABELING: Each unit shall bear a permanent labWwith 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises & renews NOA # 02- 1210.03 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 03- 0116.02 Expiration Date: 02/04/2008 Approval Date: 03/06/2003 Page 1 N 0 O N -115" .100 " .062" .588' .600` O rn 0 0 m O 1.708" 745 .. 2.655" 7.00" MAX. 125" TYP. 1.825" ga ANGLE (HR ONLY) SCALE: 3" = 1' - 0" • 100" -105' TYP. .062' 62" .200" .971" 1.200" 1.825" 1.583" IMO 96" m 4 s N .068'= 0 rn V1 r 4.5.' • 17013' 068'* .095" • • 095': 3.444" 2.218" •• 3.610" • • • .143' .143 • . • . • .062' ►• • • • • • . ••• • • . • • • ?630 . . • .195' • • • • • • • ••• .971" ih O O N 2.57 .250" TYP. 6 ° 2.300" VARIES .484" O BASE SILL O BASE TRACK SCALE: HALF SIZE SCALE:HALF SIZE ANGLE (6.8 ONLY) SCALE: 3" = 1' - 0" .400" X .250" .095" 0 0 U1 N 1.048" i .875" .3375" FOR 6.8 AND HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION AND ARE NOT REQ'D IN THE CLOSED POSITION. • • .068" 143. CD WALL HEADER SCALE: HALF. SIZE MALE / FEMALE LOCK (6.8 ONLY) SCALE: HALF SIZE 1875" .1125" : 0 2 y7$ 2• • • • • • ••• • • • • • • •T. 25 " • • • • • 2.195" .105" TYP. 3.635" 4.510" 1.110" 4 O O 0 90° .200" MIN. 1.230' • •• .200" •• :372" • 1' • • • • • •• .060 2.702" .143' .143" .6:2 '.630 .062" 1.250" .971" 2.822" O HEADER SCALE: HALF SIZE .125+ .125" 1.994" .997" 1.825" 4.596" 7a TYP. HR SLAT SCALE: HALF SIZE O TYP. 6.8 SLAT SCALE: HALF SIZE 1.523" 1.750" 1, HR STARTER SCALE: HALF SIZE O co .314" m 325" 1.100" 30.225 .043" .150R 022" 069" - .307" 6.8 STARTER SCALE: HALF SIZE 250" F. 0 0 O r`i .200" 4.190" HR ID. 258" MARK 219" 3 - 0618' .115" f 4.745" . O 4 BUILD OUT WALL HEADER (6.8 ONLY) SCALE: HALF SIZE 2.642" • 3.874" .100 HR ID. MARK • .21.9" r.0618" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 0 ROLLER ASSEMBLY SCALE: HALF SIZE 1.708" 1.250" 1.825" 100" 1.200" 4.596" 2.298" ALT. HR SLAT SCALE: HALF SIZE I) ALT. 6.8 SLAT SCALE: HALF SIZE STAINLESS STEEL ASSEMBL r- .320•0 HOLE o Wo ,_ v-1 v) • I _o 01z J 1f71 W NYLON v ?Io WHEEL \ .240" I. m gr- .971" 4.603" 4.510" 4.14 0" 4.102" 25 8" x.297" 1 030R .054" _�r.054 ,.750 " / .870", 13 BRASS:PUSH LOCK SCALE: HALF SIZE .375 \ #10 -24 THUMB SCREW �OR 15 USWITH .AND 17 ONLY .190' = •.1254 0 ALUMINUM OR PVC LOCK PIN (NOT REQUIRED) 1 fi CENTER IAIE 1 17. _ CENTER MATE 2 - . SLJDE.ROD -- SCALE: HALF 51ZE - SCA.L�;.k; -�52E �_._ • 7. ANY MODIFICATIONS DR 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. 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: . COASTAL SHUTTERS, INC. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N.. WITH A MINIMUM Fy OF 30.125 K.S.I. • 11. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 6D K.S.I., U.O.N. POP RIVETS SHALL BE 1/4 - 0 OR 3/16 - 0 5052 ALUM. ALL OY. • 12. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 11.. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTTER SYSTEMS, U.O.N. 16. THE HR ACCORDION SHUTTER SLAT HAS A BULGE @ CENTER OF SLAT TO DISTINGUISH FROM THE 6.8 ACCORDION SHUTTER SLAT. • 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 HIGH VE LOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN 096" 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 to WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 1 -96, r- A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. L, THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. (20 "5. THESE APPRDVAL'DOCUMENTS COMPLY WITH CHAPTER 61615 -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. SCALE: HALF $IZ.___ NYLON WASHER (NYLON BUSHING OPTIONAL) 4414 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16 "4' x 1/2" [nl INTERIOR JOINT TOP 7/16" ' x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 14 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE PRODUCT REVISED as complying with the rintth Bolding Code Acceptance No 03 - 0 If !i • O Z, ' Expiration Dale 0 d d . .o f B ' f 4/ . /( .-� Miami r?„• , kPrcduct Cuatrat Dhision V � Z F - N In LU u v Q a _0 V � 0 Ln c Q DZI W z = Z V � w IV j W Z ]L. u O s B1 �'J.KNEZa� PAOFESSIO . FL license •010983 f c 0 scale AS NOTED design by VJK ( -• --• --- . date 12708/98 drawn by MC Checked by v JK dra win na. 01-855 • N 4 F FASTENER Th 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 0 Vit HIMIlir m 0 0 ri� -vz- A ppj MI rgi In N to W Q J J l7 < f ~ 0w CC W • 6.80" (TYP.) ••• TYPICAL PLAN VIEW • SCALE: 3" = 1' -0" ••• • ALT. DIRECTION ••• • • ••• :•• Cua•ANE LEG • . • . • . .•• :• •• 11 MIN. • • • • • • . • SILL / 2 " x2 "x .090" 6063 -T6 ALUM. TUBE TYP. 2 "x5 "x1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. w u. [/1 • MIME M Ifr 0 P 0 • MIN. a z a 0 a U W 2 O N 0 2 0 CICEINIONMENOMENO O N a i 0 • > W z 0 0 > r c 0 0 z n a } 0 0 z 0 m a > [Cate 12/08/98 scale 0..S NOTED [ Design by t VJK Cr b (checked by VJK Craving no. -.01 -855 2 FASTENERS EACH ANGLE OR 2 "x2" "x1/8" ALUM. ANGLE 3/16" ALUM. POP RIVET OR #12 SMS 3/16 "45 ALUM. POP RIVET OR #12 SMS p 18" O.C. (TYP.) 2 "x2" x1/8" 6063 -T6 ALUM. TUBE 1 - x2" x.093" 6063 -T6 ALUM. ANGLE, TYP. --.\ • • • • • • • TYPICAL 6.8" BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS • • ••• • • • • • •0 • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • *00 • • • • ••• EXISTING GLASS • • • • •• •• • • .. • • • • • • • 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "0 ALUM. POP RIVET OR #12 SMS 18" O.C. (TYP.) 3/16 "45 ALUM. POP . RIVET OR #12 SMS p 18" O.C. (T 2FASTENERS EA AN THREE 3/16 "W ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 " "x1 /8" • ANGLE • • • • • • • • _ •• • 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED p 1 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLA ES <_ 8' -3 ". USE TWO THUMBSCREW ON BLADES > 8' -3 ", ONE p 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED Z w m W J Q I 0w X to Q 6_8 / C GRID I cDN SHU E N AP PLICABLE TO HR ACCOFtIDI SH UTTE 1-1/2" N T.S. NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE LL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. MA VARIES NO LIMIT SECTION'- 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL • PLAN VIEW FOR REQUIREMENTS TYPICAL ELEVATION MIN. 0:093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG VERSED) FASTENER (al 18" 0. (USE ANY ANCHOR SHOW IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16' ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (al 18" 0.C. PLAN VIEW BOTTOM TRACK TOP TRACK EXISTING CLASS -ilk AL A WW70.2111111VAnd** r = 0 0 C T0 • & . BOTTOM 1 -1/2" #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"' AL UM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (al 1B" 0.C. 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN . MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1 " -0" FASTENER p 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). SIDE CLOSURE OPTIONS SCALE: 3" = 1-0" 1 -1/2" PRODUCT REVISED as complying with the Fori& Baiding Code Acceptance No b3 - o )1 6 • b Z Expiration Date • Z o 0 08 4 / n 'l �'I✓ / /ltii B Miami Dad Division mduct Contra' GLASS OR 11 2 FOR M SEE TABLE DOOR — SEPARATIO w 1.0 0 W tf1 0 FROM GLASS C4 CONNECTIO REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. . SPACING O q WALL MOUNT SECTION SCALE : 3 "= 1'- 0" 0 w GLASS OR DOOR w � � r �l EXISTING STRUCTURE EMBED. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 0 0 EXISTING STRUCTURE C2 CONNECTION TY$E REFERENCE ANI SCHEDULE FOR•MI,E,X.; SPACING • • • • • ••• CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING _EX1S (p SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS. Q •SCAL-E : 3" 1'- 0" • ••. • ;'• •. • • • .. •• '•' • • ••• .411 . • • • • ••• . • • • • 1/4" MAX. FROM PIN GUIDE TO SIM I tiG WASHER' jTVPs) • • • _,• .• • • • • • • • 0 1/2" 1/2" ING STRUCTURE . • • • • ••• —C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUILD OUT MOUNT SECTION pp SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 1/2' 4 (1( tMIC r �� / EOJ� - EO. rw A F •• • • • • • • .• • • • • • • • • . • •• • • • • • •• • • • • ••• • • • • ••• t7 Xt? cc Z J oa QN 1/4 -20 SCREW & NUT [a@ 12" 0.C. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) •• • •• O GLASS OR DOOR ,N 3 "x3 "x1 /4"CONT. RU, CTURE 6063-T6 ALUM. ANGLE (MAY REVERSED BE REVES RSED AS SHOWN DASHED) • . • • • • S.S. MACHINE 5" MAX. 1/4 -20 MACHINE BOLT / W/ NUT OR #14 SMS 4AL @ 12" O.C. (TYP. TOP 1/2' & BOTTOM) / 1 J�� WASHER (TYP.) 0' cc W liJ CC LLI w j 2 s to = o w 1-- ZOU m l7 to < X Z CZ I Z O0- THREADED PENETR. "T" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 6 R D c N S E--H UTTE NOT AP PLICABLE TO HR ACCOFtID 10 5FI 1rJ7TE F EMBED. O WALL MOUNT SECTION SCALE : 3"= 1'- 0" GLASS OR DOOR EXISTING STRUCTURE —t1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX: SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) 1/2" ^ _ ELI 1/4" MAX. FROM PIN GUIDE T0, BUSHING WASHER (TYP.) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS w 0: rw . 11) S w ^V TLJ O O = Li m < cip X �ZH w O: v to 1/4" MAX. FROM PIN 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING /2 #14 SMS MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD & TUBE CONNECTION STUCCO FINISH 1 "x4 "x.125" 6063 -T6 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. WALL MOUNT SECTION SCALE : 3 "= V- 0" TWO 1/4"0 WOOD. LAG SCREWS lTh 24" 0.C. MAX. WITH 2 THREADED PENETRATION "T" INTO CENTER OF STUDS GLASS OR DOOR 4412 x 1/2" SMS (nl 12" 0.C.• OR 3/16 "cb ALUM. POP RIVETS p 6" O.C. O5 AND O6 ASSEMBLY 0 w 0 m S GUIDE TO BUSHING • WASHER (TYP.) EXISTING CONCRETE EXISTING OR BLOCK ONLY. STRUCTURE WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE FROM GLASS #12 x 1/2" SMS [a1 12" 0.C. OR 3/16 "45 ALUM. POP RIVETS Th 6" 0.C. EXISTING WOOD TRUSS OR RAFTER O dal 24" MAX. 0.C. 8 EXISTING FINISH a Fw MATERIAL F � F- Li) =0T— w � I = Zv m l7 O if) Q X Z 0 Z I — W O= <J o0- 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) SEE TABLE 2 FOR MIN. EPARATIO 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T IN WOOD @ EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS. ' EXTEND TUBE TO NEXT TRUSS 1/4 -20 S.S. MACHINE SCREW 24" 0.C. JN BETWEEN TRUSSES WITH 1/2 "Cb ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS p 24" O.C. MAX. IN BETWEEN TRUSSES :XISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING ,WASHER (TYP.) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REO'D WITH THIS LOCATION O CEILING / INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" 1 " 3" (MAX. DESIGN LOAD s 72 P.S.F.) O TRUSS MOUNT SECTION SCALE : 3 "= 1'- 0" VJ. KNEZEVICH PROFESSIONAL INEER FL License Nc • ' .1 Q98'i CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5). o F- LU _ 0 Q W ¢ S W a 1/4" MAX. FROM PIN GUIDE TO .BUSHING WASHER (TYP.) S ww VI ® 8 = X Q J ct ww F- =0 � w Z O Ln Q o z cc uta- v t/1 PRODUCT REVISED ns complying with the Florid Eaidin' Code Acceptance No O- -. 0 1/ & . o Expire: ion Dateo c Z or:-8 c 0 1 [date 12/08/981 1. sc ale /.5 NOTED design by v JK 0 10 N m 0) t0 0 0 N 0 0• Q N U) drawn b (. 11C checked hy� vix drawing no 01 -855 By -f •.ur ti�Odo�e_': nidutt£Q2` • ( I * BEAM SCHEDULE DESCRIPTION SHUTTER SPAN BOTTOM BEAM TOP BEAM 2„ x 5" 5 . -0 ,. 9. -5.. 9: -0" Tw f a - 0" 8' -1" 8' -0" = .125" 10' -3" 7' -4" 7 -4" 2 ., x 7 .. S' -0" 11' -4" 8, -5" Tw = .072" 8' -0" 9' -8" 7' -6" Tf = .130" 10' -3" 8' -9" 7' -0" 2 ., x 9.. 5 . -0 .. 15 -5 9 ' -4 .. Tw = .072'• 8'-0 13' -2" 8' -4" Tf = .224 10' -3" 11' -11" 7' -9" 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER OF ANCHORS REQ'D.) Z- .— w 0 1/4 -0 RAWL CALK -IN ANCHORS. W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER 0 ANCHORS REO'D.) w v Z Q 1-. O w L7 0 w EXISTING STRUCTURE EXISTING STRUCTURE GLASS OR DOOR EXISTING STRUCTURE EXISTING STRUCTURE EMBED EXISTING FINISH MATERIAL 3 CUT IN 2" TO 3" INTERVALS 0 FOR CURVE (SEE DETAIL (, ) FOR WELDING' INFO). TYP: TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL • • ••• . •• •• • • • • • • • • • • • • • • • • •.. • • • • • • • • ••• • • .ALT. LEG DIRECTION SEE NODE %, THIS PAGE f DR OeNGLE.SIZE• 1.4- 20•MACHINE BOLT AND A•NZHOVS REO»'D • • ZJZ tNljT OR #14 x 3/4" •�• •••S" St�S�[n1.12 0.C. .. _ ACCE S.S. HO .EJ • s ' • • • •_ — � • • • •• • • T SEE NOTE G1, THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'D ALT. LEG DIRECTION ACCESS HOLE (MAX. DESIGN LOAD = 72 P.S.F.) O BUILD -OUT MOUNT SECTION SCALE : 3"= 1'- 0" • • ••• •. •• . • • • • • • • • • • • • • ••• t® _& A.CC® ER. ®RDN S EF. NOT AP PLICABLE TO HR ACC0 RC) ION SF- LrrrER ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR `Tf BEAM DESCRIPTION & •414AX•41- I0RIZONTAL SPANS) • • • 1/4• MAX. FROM PIN GUIDE • • TO = SHING WASHER (TYP.) • •• ._ 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 0 Z Z < w o. _1 In s w w w — aw o Z w O: s o Tf ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & \_ MAX. HORIZONTAL SPANS) 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS @ 12" O.C. FULL LENGTH INSIDE EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @ 2" D.C. S CUT AT INTERVALS TO FORM CURVE (SEE DETAIL FOR WELDING INFO.) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE CURVED TRACK DETAIL SCALE : 3 "= 1- -0" USE BE M SCHEDULE FOR DETAIL (G . TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE G1: 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP • BOTTOM. FOR 2" x 5" & 2" x 7" BEAM, USE THREE 1/4"Cb POWERS CALK - IN ANCHORS @ 3" 0.C. IN EACH ANGLE AND USE 5" LONG ANGLES FOR 2" x 9" BEAM, USE FOUR 1/4 "0 CALK -IN ANCHORS @ 3" 0.C. IN EACH ANGLE AND USE 11" LONG ANGLES CEILING HEADER (SEE NOTE BELOW) PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE '''CEILING HEADER ED WELDING - DETAILS SCALE : 3 "= 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE TABLE 2) #14 x 1/2" SMS DR 3/16 "0 ALUM. POP RIVETS CO 6" 0.C. S EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE BUILD -OUT ANGLE % / / /!% III / Il ms. 1aa I/////%l Iron / /)I!%% /OI// .3.61.1 • MAIM 1 2" @ TRACK *NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILL.ER ALLOY FOR ALL WELDING.) GLASS OR DOOR FASTENER, SEE DETAIL® @ EVERY 2" TO 3" PIECE LL UT LINE (SEE DETAIL FOR INFO.), TYP. CURVED TRACK PLAN VIEW N.T.S. 0 in 11 Z 0 MAX. FROM PIN GUIDE "t X TO BUSHING WASHER (TYP.) m Q < MAX. 1/8" TILE FINISH MATERIAL 3/4" PLYWOOD 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1 /4"tn POWERS RAWL CALK -IN @ 6" 0.C. WITH 7/ MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"cb LAG SCREW @ 6" 0.C. W/ 1 -1/2" MIN. EMB... IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" O.C. 1/4"5/5 POWERS RAWL CALK-IN .@ 12 ".O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1 /4"0 LAG SCREW @ 24" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD ± 72 P.S.F.) 0 PASS THRU DETAIL SCALE : 3 "= 1'- 0" CEILING HEADER (SEE DETAIL ( F WELDING INFO. R PRODUCT REVISED as complying with the Flag' Braiding Code Acceptance Nob 3 - 0 1 • 0 Z Expiration Date • p By i�cc✓2 /f� K arai Darly rod'u t Control Division • scale ..S NOTED design by VJK m m z 0 N m w w J E A • >- 377 m asassgassmomgmis VJ. KN IZAACH PROFESSIONPIL ENGINEER fi LICenmeJo P 10983 F 0 2003 0 7. Y � 3 0 cc ° v 0 x 2 5 0 2 2 0 1- 0 0) r) 0 0 N 0 0) t0 Gate 12/08/'98 (drawn by [ drawn (checked by� VJKJ drawing nc. 01 -855 • ANCEORICHEpXJLE•. FASTENER SPACQJ(;(INVES) REC JIRFp . LOADS AND SPANS • • EXISTING. STRUCTURE • ANCHOR TYPE • LOAD (W) P.S.F. MAX. (SEE NOTE 1) • MIN.2�EDGE'DiSTANCE ••• '•' MIN. 3' EDGE DISTANCE SPANS UP TO 6' - 0 41 (SEE NOTE 1) SPANS UP TO • • :8: - a" •• • (3E•6NOT :1= ; . . • • SPANS UP TO •..12'. - .10" ;.(SE?iJOTE 1) SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 12' - 10" (SEE NOTE 1). CONNECTION (SEE C1 TYPE VLC3 NOTE 3) C4 •' C5 CCNNECTTIOW ' (SEE C1 TYPE C2 NOTE C3 . 3) C4 ..• • - 05 • • (SEE C1 QNj4 TYPE C2 to NOTE C3 TION 3) C4 C5 CONNECTION (SEE C1 TYPE _,)C3 NOTE 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 .CONNECTION . (SEE Cl TYPE C2 NOTE C3 3) C4 C5 .4 CONCRETE • ti _ m1111111111111111111111111111111111� 1/4"0 ITW OR ELCO TAPCON W/ 1 - 3/4" MIN. EMBEDMENT IIN. 3000 Ps.LcoNCRErE) 'I 48.0 12 12 12 12 11 12 12 10 12 7 12 12 6 12 5 12 12 12 12 12 12 12 12 12 9 12 12 8 12 6 6 2.0 12 12 11 12 8 12 12 7 12 5 12 8 5 10 4 12 12 12 12 10 12 12 10 12 7 12 9 6 12 4 72.0 12 12 9 12 7 12 12 6 12 5 11 5 .4 7 3 12 12 12 12 9 12 12 8 12 6 12 6 5 8 4 1 0 -1 12 12 � 6 12 4 10 5 4. 7 3 9 3 3 5 12 % 8 12 5 72.5 / 5 8 4 10 4 4 6 3 2 0 0.0 9 3 3 5 // 9 3 3 ti 5 9 .3 3 5 10 4 4 6 3 10 4 4 6 3 10 4 4 6 3 48.0 6 2.0 �� ,r ,� C %/Ir//.,e i Arda 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 12 12 12 12 16 12 12 12 12 14 12 12 12 12 9. 3/8 "0 POWERS IN L 3/ STEEL 3 (MIN. (MIN. 3,, RAWL DROP B STAINLESS L BOLT WITH MIN. EMBEDMENT 000 P.S.I. CONCRETE) 72.0 110.0 ,��n �� ,1/ I � // /�// �� ; 12 12 12 12 16 12 12 12 12 12 12 12 10 12 8 %%!! /y/j / / / / /'�� A m 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 2 D 0.0 ,� / ��,�,� / �� wdE ." � 12 9 8 12 6 • 12 9 8 12 6 12 9 8 12 6 `� 1/4"0 POWERS CALK - IN Z. 1/4 -20 STEEL MACHINE (MIN. 3,000 5 FASTENING W/ 7/8" STAINLESS P.S.I. CONCRETE) I I EMBED SCREW 48.0 12 12 12 12 i2 12 12 10 12 8 12 12 7 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 62.0 12 12 11 12 9 12 12 8 12 6 12 10 5 12 12 12 '12 12 12 12 12 12 12 9 12 12 9 12 6 72 0 12 12 10 12 8 12 12 7 12 5 12 7 4 10 12 12 12 12 12 12 .12 11 12 8 12 8 7 12 5 110.0 12 12 6 12 5 12 6 4 9 3 12 4 3 7 12 12 10 12 8 12 8 7 11 5 12 5 6 8 4 2 0 0.0 12 4 3 7 3 12 4 3 7 3 12 4 3 7 12 5 6 8 4 12 5 6 8 4 12 5 6 8 4 48.0 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 62.0 12. 12 12 12 12 12 12 12 12' 9 12 12 9 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 1t› 1/4"0 (MIN. ELCO CRETE FLEX W/ 1 - 3/4" MIN. EMBEDMENT 3,300 P.S.I. CONCRETE) 72.0 12 12 12 12 12 12 12 11 12 8 12 8 7 12 12 12 12 12 12 _12 12 12 12 10 12 10 10 12 7 110.0 12 12 11 12 8 12 8 7 11 5 12 5 6 8 12 12 12 12 10 12 9 10 12 7 12 7 8 10 6 2 0 0.0 12 5 6 8 4 12 5 6 B 4 12 5 6 8 12 7 8 10 6 12 7 8 10 6 12 7 8 10 6 HOLLOW CONCRETE BLOCK 48.0 12 12 B. 12 5 10 10 5 10 3 7 7 3 7 12 12 9 12 6 11 11 6 11 4 7 7 4 7 3 62.0 11 11 '6 11 4 8 8 4 8 3 5 3 A 4 4 12 12 7 12 5 9 9 5 9 3 6 3 3 5 5111111111111111111111111111111 :1111 - 1/4 "0 ITW OR ELCO 1- 1 /L ° NC EMBEDMENT 72.0 10 10 5 10 3 7 7 3 7 4 r 3 / i 3 3 110.0 6 6 3 6 / / 4 // 3 / 3 E . /// //,,./i��r'//I�l 12 12 9 M 12 / /M%,//' 12 %Ir/,��% 9 12 6 � ��11//��J�j 11 11 6 11 4 2 0 0.0 3 / ` / 3 / / / 3 r � 12 12 1/4 "0 POWERS CALK - IN & 1/4 - 20 STEEL MACHINE ■:I FASTENING W/ 7/8" STAINLESS SCREW EMBED. 48.0 12 12 B 12 6 12 12 6 12 4 9 62.0 12 12 6 12 5 10 10 4 10 3 7 p 12. 12 10 12 7 12 12 7 12 5 8 5 4 7 3 72 0 12 12 5 12 4 9 9 4 9 6 12 12 9 12 6 11 11 6 11 4 7 3 4 5 110.0 8 8 3 8' / 5/ 3 7 5 / 10 10 5 10 4 7 3. 4 4 ' j 6: 3 3 1 200.0 5 / /i 5 / / // 5 ! A R . Per 6/ 3 3 / 6 / 3 3 46 f 3 3 4 8.0 12 12 12 12 11 12 12 11 12 7 12 12 7 . 12 12 12 12 12 11 12. i2 11 12 8 12 12 7 12 5 62.0 12 12 12 12 8 12 12 8 12 6 11 7 5 9 12 12 12 12 9 12 12 8 12 6 12 7 5. 10 4 1/4 "0 ELCO CRETE FLEX W/ 1 - 1/4" MIN. . EMBEDMENT 72.0 12 12 10 12 7 12 12 7 12 5 9 4 4 6 12 12 10 12 7 12 12 7 12 5 10 5 5. 7 3 110.0 12 12 6 12 4 '9 4 4 6 3 8 3 4 4 12 12 7 12 5 10 4 4 6 3 8 3 4 5 3 200.0 8 3 4 4 ///i 8 3 4 4 j 8 3 4 4 8 3 4 5 3 B 3 4 5 3 8 3 4 5 3 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS ' REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE . • ANCHOR TYPE . LOAD (W) P.S.F. MAX. (SEE NOTE 1) • MIN. 3/4' EDGE DISTANCE • SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO B' - 8" (SEE NOTE 1) SPANS UP TO 12' - 10" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 . 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 ' 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 O T 3/4 ". 48.0 12 12 10 12 8 12 12 7 12 6 12 12 4 12 .4 I X 1111 °im°° °I'' 1 /4 "0 WOOD LAG SCREW W/ MIN. 1 - 3/4" THREADED PENETRATION "T" SHEAR PARALLEL OR PERPENDICULAR. TO WOOD GRAIN 62.0 12 12 8 12 6 12. 12 5 12 12 10 12 72.0 12 12 7 12 5 12 12 4 12 12 6 9 / P a 110.0 12 12 4 12 3 12 6 3 9 . A 11 4 A 7 20.0.0 11 4 r 7 p 11 4 7 12 r r eg a l 11 10 4 10 7 10 48.0 12 12 % 12 12 12 * 62.0 12 12%12%1.2 12 % 12 % 8 5 /// 6 • 7/16 " m WOOD BUSHING W/ 7/8" MIN. EMBEDMENT STAINLESS STEEL • STEEL MACHINE SCREW 72.0 12 12 ri 12 O 10 10 10 i 4 110.0 9 9 / A 9 6 3 4 % A A 3 / 200.0 5 Ai 3 , �� rawlis 3 rrd 3 • ••• • • ••• .'• •• •• •;• • • • • • • • • • ••• • • • • • ••••• •• • • • • • • • • • • • • • 6.8 AkCCCIRODECIN s H urrir E ER.1 N OT AP PLIC.P.BLE TO HR ACCORDION SHLJ1 TE 1. ANCHOR NOTES: 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, SHEET 6. 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. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS• RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR•OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING 70 PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 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. 3; DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR l., A SHERED WING U T 2 x S (TYP.) 1 x S ITYP.)t 2 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR: - C1 CONNECTION TYPE USING PIECE - C3 CONNECTION TYPE USING PIECE 6 'WITH OUTSIDE ANCHORS - APPLICABLE TO 6.8 SYSTEM ONLY HEADER / SILL OR / © COMBINATION 0 PRODUCT REVISED as compl} iog with the s c3 Boidiag Code Acceptance ;`Qo3 - O 1 / , • Expiration Date 6 By ASiarii Dad rnauct QIItUrsi Division Z a z W n z VJ. KNEZEVICH PROFESSIO ' INEER FL License ... '. 0109/13 0 c o - 0 z 0 W 0 u Q z 0 0 0 0 0 0 ' 7 0 0 m 0 z z 0 z z i 0 0 . N 0 2 i 0 0 N co 0) 0 0 0 N 0 Q UJ (dare 12/08/98 (scale AS NOTED [design by VJK drawn by nC ( checked byj ( vJK1 drawing nc. 01 -855 OCIATES, IHC4 0 102/10/03 • • ••• • • •• •• • • • •• • • •• • • • • • • • • • • • • 000 • • • • • • • ••• • • • • • • • . • ▪ • • • • • . • • • • • • • • • • • • ••• ••. i • • . • ••• • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • •• .• • • • • • • • •• • • •. • • • • 6.8 Pa.C4CCIRIDIPON SHUTTER N OT AP PLICABLE TO H ACCORC) 1c SHUTTER 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. PRODUCT REVISED aS complying with the Florida Guiding Code Acceptance No 03 - O H e - Expiration Date o Z By ialai Dade ' ldu.j Cont Division - Z Z r tri W V Q - O f N Q z W V w 1- J N � w N Z z 0 u scale AS NOTED design by VJK 1.i z U 0 sn Q V z 0 N 0 w FE 0 0 V_I. KNEZEVI PROFESSIONAL E NEER FL License No: �P£ +1D9fl3 0 al • • z z 3 z 0 0 I 0 4 0 0 0 an i z 0 Z 0 0 2 0 > 0 N m 0) O 0 0 N • O • Q U) 0) Iaare 12/08/98 drawn by MC ' Checked by) VJK) driving ne. Q1 -855 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W (P.S.F.) POSITIVE WIND LOAD ACTUAL SHUTTER . SPAN (L) (FT - IN) . • NEGATIVE - WIND LOAD MIN. SEPARATION FROM GLASS FOR . INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) L max. (FT - IN) 40.0 L max.' (FT - IN) 30.0 12 -10 10 -0 12 -10 35.0 12 -4 3 -3/4 12 -10 40.0 11 -11 3 -1/8 12 -10 45.0 11 -7 2 -3/8 12 -10 50.0 11 -3 60.0 12 -10 55.0 11 -0 8 -3 12 -10 ( C1101 10 -9 12 -4 65.0 10 -6 5 -0 11 -6 70.0 10 -4 3 -1/8 10 -8 72.0 10 -3 3 80.0 75.0 10 -2 1 -3/8 ` 11 9 11 80.0 9 -11 9-1. 9 -4 90.0 • 9 -7 - 5 -0 8 -4 10 0.0 9 -3 3 -1/8 8 -3 . 110.0 . 9 -0 . 2 -1/8 8 -3' 120.0. .8 -8 1 =3/8 8 -3 130.0 8 -4 - 8 -3 8 -3 133.0 8 -3 5 -0 . • 8 -3 , 140.0 7 -11 3 -1/8 7 -11 - 150.0 7-5 . • 7-5 160.0 .. 6 -11 1 -3/8 6 -11 . 170.0 6 -'6 8 -3 . 6 -6 . 180.0 6 -2 5 -0 6 -2 190.0 5 -10 3 -1/8 • 5 -10 200.0 5 -6 2 -1/2 5 -6 • • ••• • • •• •• • • • •• • • •• • • • • • • • • • • • • 000 • • • • • • • ••• • • • • • • • . • ▪ • • • • • . • • • • • • • • • • • • ••• ••. i • • . • ••• • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • •• .• • • • • • • • •• • • •. • • • • 6.8 Pa.C4CCIRIDIPON SHUTTER N OT AP PLICABLE TO H ACCORC) 1c SHUTTER 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. PRODUCT REVISED aS complying with the Florida Guiding Code Acceptance No 03 - O H e - Expiration Date o Z By ialai Dade ' ldu.j Cont Division - Z Z r tri W V Q - O f N Q z W V w 1- J N � w N Z z 0 u scale AS NOTED design by VJK 1.i z U 0 sn Q V z 0 N 0 w FE 0 0 V_I. KNEZEVI PROFESSIONAL E NEER FL License No: �P£ +1D9fl3 0 al • • z z 3 z 0 0 I 0 4 0 0 0 an i z 0 Z 0 0 2 0 > 0 N m 0) O 0 0 N • O • Q U) 0) Iaare 12/08/98 drawn by MC ' Checked by) VJK) driving ne. Q1 -855 MINIMUM SHUTTER SEPARATION FROM GLASS (O]JW N. POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SHUTTER . SPAN (L) (FT - IN) . MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR .EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR . INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 40.0 8 -3 3 -1/8 1 -5/8 10 -0 3 -3/4 2 -1/8 11 -11 3 -3/4 3 50.0 8 -3 3 -1/8 1 -3/4 10 -0 3 -3/4 2 -3/8 11- 3- _____ _____3 -3/ 3 60.0 5 -0 3 -1/8 1 -1/4 8 -3 3 -1/8 ) j 1 -7/8 10 -9 - /4 3 70.0 5 -0 3 -1/8 1 -1/8 . 8 -3 3 -1/8 1 -7/8 10 -4 3 -3/4 3 80.0 6 -0 3 -1/8 1 -3/8 8 -3 3 -1/8 2 -1/8 9-1. 3 -3/4 2 -5/8 . 90.0 - 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -5/8 8 -3 3 -1/8 . 2 -1/8 100.0 5 -0 3 -1/8 1 =3/8 7 -0 3 -1/8 - 1 -3/4 8 -3 • 3 -1/8 - 2 -1/4 ' 110.0 5 -0 . 3 -1/8 . . 1 -3/8 7 -0. 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -3/8 120.0. 5 -0 3 -1/8 1 -3/8 . 7 -0 3. -1/8 1 -7/8 8 -3 3 -1/8 2 -1/4 130.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/2 • • ••• • • •• •• • • • •• • • •• • • • • • • • • • • • • 000 • • • • • • • ••• • • • • • • • . • ▪ • • • • • . • • • • • • • • • • • • ••• ••. i • • . • ••• • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • •• .• • • • • • • • •• • • •. • • • • 6.8 Pa.C4CCIRIDIPON SHUTTER N OT AP PLICABLE TO H ACCORC) 1c SHUTTER 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. PRODUCT REVISED aS complying with the Florida Guiding Code Acceptance No 03 - O H e - Expiration Date o Z By ialai Dade ' ldu.j Cont Division - Z Z r tri W V Q - O f N Q z W V w 1- J N � w N Z z 0 u scale AS NOTED design by VJK 1.i z U 0 sn Q V z 0 N 0 w FE 0 0 V_I. KNEZEVI PROFESSIONAL E NEER FL License No: �P£ +1D9fl3 0 al • • z z 3 z 0 0 I 0 4 0 0 0 an i z 0 Z 0 0 2 0 > 0 N m 0) O 0 0 N • O • Q U) 0) Iaare 12/08/98 drawn by MC ' Checked by) VJK) driving ne. Q1 -855 N FASTENER (07 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). I Itk rz g."11.1 e 2 FASTENERS EACH ANGLE 1" x 2" x 1/8" OR 2"x2 "x1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR #12 SMS TYPICAL PLAN VIEW. SCALE: 3" = 1' -0" 3/16"15 ALUM. POP • RIVET OR #12 SMS [al 18" O.C. (TYP.) 2 "x2 "x1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP. TYPICAL HR BLADE TYPICAL HR BLADE • • ••• • • .• •• • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • ••• z 0 •• •• Q • Z Z ' • • • Q • • • '.•.5; •• • • IA 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "C ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) 3/16 "CD ALUM. POP RIVET OR #12 SMS. (c1� 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE 4412 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1 /8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE.: 3 " -1 • ••• • • • • ••• EXISTING GLASS 1_1/2' MI V� ••• •• • ••• • • • • • • •• • • • • • • • • • . • • • •• • • • • • • • .-. • filet• < m ALT: DIRECTION ••• 0R•ANGd•E LEG Z • O •• •. • - • • • • t:I n TO & 5.62" (TYP.) BOTTOM 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED m w J Q w w In 5/16 -18 THUM THREADED HO 1/3 SPAN TO BOTTOM OF 5 BLADES :515'- HF AC IDEQN S HU E N OT APPLICABLE TcD 6.8 ACCORDION SHUTTER. 1 -1/2" MIN. NOTE: STARTER LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. SECTION • VARIES - NO LIMIT f BSCREW INTO LE. LOCATED @ 2/3 SPAN FROM HUTTER FOR 6" �0OTTOM T TYPICAL ELEVATION MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (al 18" O.C. TOP TRACK PLAN VIEW TRACK EXISTING GLASS TOP & BOTTOM -1/2" #12 x 1/2" GALV OR 5.5. SMS, 3/1 6'`0 ALUM. POP RIVET, OR 1 /4 -20 MACHINE BOLT $ NUT (al 1B" O.C. 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3 "..= 1' -0" Bi 2 "x2 "x .090" 60 -T6 ALUM. TUBE TYP. • � x5"x1 /8" x CONTINUOUS . ALUMINUM ANGLE OPTIONAL ANGLE •ORIENTATION TYP. MIN. MIR NMI ,411111r1 e ANIZED 1n Q J J C D L0Q O w cc w IL In FASTENER (d 18" O.C. (USE ANY ANCHOR SHOW.N IN ANCHOR SCHEDULE). SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" TOP & BOTTOM 1 -1/2" PRODUCT SEV3SED as complying with the Fi,,lid Balding Code fe-.cepn Nc o '3 -0 1 ) 6 0 2 Esoirntioa tacc Da: p Z. 0 Zoo. By Decl rodh:t Control �u €tt�sn r on o M W - Q u WOS a CC Z O O • >1 o ma • N W 03 M W Q ✓ � N r 7 72 • 0 ° r= ° A • C1 N • r 0 u W z r O sts ILJ N Y 0 0 = VJ.KNEZEVICH PRO EER R. license N - 0.0109E3 c 0 h • z 0 a ; • g o 0 z cc i u z 0 0 u 0 N m O 0 0 N 0 0 to to [date 12/ scale AS NOTED oesign by VJK (drawn by nC (chec by) [ checked drawing no. 01 -855 J • • Z • O I- z4 E Q n ow V1 4 V)w Q J dm F i • SILL /1 a w n I!1 { . r e 18 13 co e -- - - Ake 1 18 N FASTENER (07 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). I Itk rz g."11.1 e 2 FASTENERS EACH ANGLE 1" x 2" x 1/8" OR 2"x2 "x1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR #12 SMS TYPICAL PLAN VIEW. SCALE: 3" = 1' -0" 3/16"15 ALUM. POP • RIVET OR #12 SMS [al 18" O.C. (TYP.) 2 "x2 "x1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP. TYPICAL HR BLADE TYPICAL HR BLADE • • ••• • • .• •• • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • ••• z 0 •• •• Q • Z Z ' • • • Q • • • '.•.5; •• • • IA 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "C ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) 3/16 "CD ALUM. POP RIVET OR #12 SMS. (c1� 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE 4412 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1 /8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE.: 3 " -1 • ••• • • • • ••• EXISTING GLASS 1_1/2' MI V� ••• •• • ••• • • • • • • •• • • • • • • • • • . • • • •• • • • • • • • .-. • filet• < m ALT: DIRECTION ••• 0R•ANGd•E LEG Z • O •• •. • - • • • • t:I n TO & 5.62" (TYP.) BOTTOM 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED m w J Q w w In 5/16 -18 THUM THREADED HO 1/3 SPAN TO BOTTOM OF 5 BLADES :515'- HF AC IDEQN S HU E N OT APPLICABLE TcD 6.8 ACCORDION SHUTTER. 1 -1/2" MIN. NOTE: STARTER LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. SECTION • VARIES - NO LIMIT f BSCREW INTO LE. LOCATED @ 2/3 SPAN FROM HUTTER FOR 6" �0OTTOM T TYPICAL ELEVATION MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (al 18" O.C. TOP TRACK PLAN VIEW TRACK EXISTING GLASS TOP & BOTTOM -1/2" #12 x 1/2" GALV OR 5.5. SMS, 3/1 6'`0 ALUM. POP RIVET, OR 1 /4 -20 MACHINE BOLT $ NUT (al 1B" O.C. 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3 "..= 1' -0" Bi 2 "x2 "x .090" 60 -T6 ALUM. TUBE TYP. • � x5"x1 /8" x CONTINUOUS . ALUMINUM ANGLE OPTIONAL ANGLE •ORIENTATION TYP. MIN. MIR NMI ,411111r1 e ANIZED 1n Q J J C D L0Q O w cc w IL In FASTENER (d 18" O.C. (USE ANY ANCHOR SHOW.N IN ANCHOR SCHEDULE). SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" TOP & BOTTOM 1 -1/2" PRODUCT SEV3SED as complying with the Fi,,lid Balding Code fe-.cepn Nc o '3 -0 1 ) 6 0 2 Esoirntioa tacc Da: p Z. 0 Zoo. By Decl rodh:t Control �u €tt�sn r on o M W - Q u WOS a CC Z O O • >1 o ma • N W 03 M W Q ✓ � N r 7 72 • 0 ° r= ° A • C1 N • r 0 u W z r O sts ILJ N Y 0 0 = VJ.KNEZEVICH PRO EER R. license N - 0.0109E3 c 0 h • z 0 a ; • g o 0 z cc i u z 0 0 u 0 N m O 0 0 N 0 0 to to [date 12/ scale AS NOTED oesign by VJK (drawn by nC (chec by) [ checked drawing no. 01 -855 w l7 0 0 0 • p OT rAwA N I 338 S TABLE 4 FOR MIN. SEPARATION 1/2" FROM GLASS GLASS OR DOOR ■ EXISTING STRUCTURE r 1/2" 1 EXISTING STRUCTURE • 0 w 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD OUT MOUNT SECTION SCALE : 3 "= 1'- 0" EMBED. u Z ln O w 0 EXISTING STRUCTURE 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 7" MAX. 1/2" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE EXISTING FINISH MATERIAL 3 CUT IN 2" TO 3" INTERVALS 0 FOR CURVE (SEE DETAIL FOR WELDING INFO). TYP. TOP & BOTTOM. FASTENER (nl EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL • • 1/4 -20 MACHINE BOLT : NUT OR #14 SMS @ 12" O. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING ••• ,WASHER (TYP.) '. r-4 • m w J w J 0 w S v 0 w m Z w •• • • .•. EMBED. • • •. . • • • • • • • ••• • • • • • ••• • • • • • • . • w • t7 0 w GLASS OR DOOR 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" 0.0 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) • ••• • w o: W - J F W D F =pm ® V1 w �~ Z p Lt m a X °ZF- zJ °a v to 4 Tt:p.CCCU D ON SHti Ni APPLI TO 6.8 ACC° FUJI 0N SHUTTER "CAA e. N 0 • • • • • • • 1/ SEE TABLE 4 FOR MIN. SEPARATION revAAA � Q. rw,r EDJ FROM GLASS •• •• • • • J • 2' 4 O WALL MOUNT SECTION SCALE : 3"= 1- 0" FULL LENGTH INSIDE EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT (al 2" O.C. CUT AT INTERVALS T RM CURVE (SEE DETAIL CUT AT INTERVALS 1RR FOR WELDING INFO.) CONNECTION TYPE REFERENCE ANCHOR . SCHEDULE FOR MAX. SPACING (FASTENER (E EACH 2" TO 3" PIECE CURVED TRACK DETAIL SCALE : 3"= 1'- 0" EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 9) /2' * CEILING HEADER 1/4" MAX. FROM PIN GUIDE TO BUSHING ,WASHER (TYP.) CC W L LI J F-� =m w =w Z o v a �Z F a o v v1 1/4" MAX. FROM PIN CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CEILING HEADER (SEE NOTE BELOW) 9c PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE C R WELDING DETAILS • SCALE : 3• = 1'- 0" BUILD -OUT ANGLE GLASS OR DOOR EDGE I .61. (1 SEE TABLE 4 FOR MIN. EPARATIO FROM GLASS 1/2" 1 is rrlit , ��J F7y EDGE DIST. J 1/2" D' w #14 x 1/2" SMS • @ 12" O.C. OR 1/4 "0 ALUM. POP RIVETS (al 12" 0.C. ()AND ASSEMBLY GUIDE TO BUSHING . WASHER (TYP.) EXISTING CONCRETE EXISTING • OR BLOCK ONLY. STRUCTURE WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE 0 w m Z w #14 x 1/2" SMS (al 12" O.C. OR 1/4 "ck ALUM. POP RIVETS (n 12" O.C. 2" (a TRACK * NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION. WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX EXISTING "CONCRETE OR BLOCK •ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/ MAX. FROM PIN FASTENER. SEE DETAIL® (al EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL RR FOR INFO.), TYP. GUIDE TO BUSHING WASHER (TYP.) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.). SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION P CEILING / INSIDE MOUNT SECTION SCALE : 3 ". 1 0" CURVED TRACK PLAN VIEW N.T.S. z N Q 0 a z W z m 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (SPACING -SHOWN IN DIAGRAM ON PG. 9) CEILING HEADER O •(SEE DETAIL ® FOR WELDING INFO.) PRODUCT' REVISED as complying with the Merida Bolding Code Acceptance No 0 3 - 0 11 6 . • 0 Z Expiration Date c M11 i Dad Division VJ. KNEZEVICH PROFESSI0 . !NEER FL License • • 109a3 F B 0 2003 0 N � 3 0 0 Z 00 z 0 z 0 0 z 0 0 zz 0 0 a i 0 0 in m rn O 0 O 0 0) date 12/08/98 scale .S NOTED design by V (drawn by /IC (checked b) VJK OT--8 no 01 -855 ANCHOR SCHEDULE ••• ••' FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS . EXISTING STRUCTURE ANCHOR TYPE . LOAD (V�) P.S.F. MAX. (SEE NOTE 1 ) • • •.. MIN. 2' EDGE DISTANCE*: •. ••• • SPANS UP TO (SEE NOTE 1) • SPANS UP T. (SEE NOTE 1) • • S (SP 1:0 (SEE NOTE 1) .. S TO SP.A�V • (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 . C5 • CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 • . • C5 • • • C1 ••HYPE• :Ed C2 013 • NMI 4* 3Z C31C4 *. • . • C5 :e'ONN£CTION •• : ••• C1 6 1•YPE SEE •• C2 I DTE C3 3) C4 C5 313HIDNO) • 75.0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 .5 10 3 90.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 8 4 8 3 III/Millllllllll11111111111 111111111 1/4 ITW OR ELCO T APCON W/ T 1 - 3/4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 140.0 9 12 7 12 5 9 10 4 10 3 9 8 4 8 3 9 7 3 7 / 180.0 9 11 5 11 4 9 7 3 7/ 4 12 9 3, 7/ 8 9 7 3 7 230.0 9 8 4 8 3 9 7 3 7 7 9 7 3 7 3 9 7 3 7 8 * t ill 1/4 "m POWERS CALK - IN It 1/4 - 20 STEEL MACHINE (MIN. 3,000 FASTENING W/:7/57 STAINLESS P.S.I. CONCRETE) 1I EMBED SCREW 75.0 9 12 10 12 8 9 12 7 12 180.0 9 12 6 12 5 9 11 3 11 3 ii% 90.0 9 12 8 12 6- 9 12 5 12 9 12 5 12 9 9 3 / 9/ 8 8 4 140.0 9 12 5 12 4 9 11 3 .11 9 9 .3 9 • 9 8 . 180.0 9 12 4 12 •3 9 8 4 8 A 9 8 A 8 4 9 8 0 230.0 9 9 3 9 �� 9 8 r 8 9 8 8 9 8 8 7 5.0 9 12 12 12 12 9 12 12 12 1 9 12 11 12 9 12 12 90.0 9 12 12 12 12 9 12 11 12 = 9 12 9 12• 9 12 - 12 1/4 m ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE) 140.0 9 12 10 12 8 9 12 7 12 9 12 6 12 9 12 12 180.0 9 12 8 12 6 ' 9 12 5 12 9 12 5 12 9 12 12 230.0 9 12 6 12 • 5 9 12 5 12 9 12 5 12 9 12 12 HOLLOW CONCRETE BLOCK . 75.0 9 10 6 10 4 9 7 4 7 7 6 3 6 5 3 3 0 90.0 9 8 5 8 3 7 5 3 5 4 6 5 3 5 A 4 3 3 :111111111 11111111111111111111111111› 1/4 "cs ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 140.0 7 5 3 5 ralin 3 i 4 3 i 3 /' rIAM � r Arra �� il% i Cl A ,� /% i I ra . 180.0 5 4 4 !!�/ ra• % , arA �� inrallWr 3 .4 230.0 4 3 - 3 �� * l ' J ! ! ' 1/4 - o POWERS CALK - IN W/ S 1/4 - 2D STEEL MACHINE FASTENING 7/8" STAINLESS i EMBED SCREW 7 5.0 9 12 6 12 4 9 8 8 9 7 7 9 6 4 , 4 90.0 9 10 5 10 3 9 7 7 7 6 6/ 5 4 4 140.0 8 6 3 6 6 4 / 4 / 5 3 3 4 3 3 180.0' 6 5 ..// 5 4 3 3 4 3 4 ' 4 4 3 3 / / `/ 230.0 5 4 4 / 4 3 3 4 3 / 3/ 4 3 , 3 • 75.0 9 12 9 .72 7• 9 12 12 9 12 12 9 8 8 / 90.0 9 12 7 12 6 9 12 12 9 10 10 8 6 5 5 �!� 5 6 1/4"w ELCO CRETE FLEX w/ 1 1 /L .ENT 140.0 9 11 5 11 *3 9 7 7 8 6 6 7 1 80.0 9 8 3 8 3 7 6 6 0 7 5 4 5/ 7 230.0 8 6 3 6 j 7 5/ 5 r 7 5 5 7 7 5.0 12 12 8 12 6 12 9 9 10 8 8 6 5 5 90.0 12 11 7 11 .5 10 7 7 8 6 6 5 4 0 3 3 4 r , 3 • % �11111 111111111111111111111111111 TAPCON W W/ 1 -1/4" MIN. EMBEDMENT IRE 140.0 9 7 4 7 3 6 5 5 A 5 O 4 4 44, 3 4 ; ©� 4 180.0 7 5 3 5 ME 3 230.0 5 4/ 4 // 4 3 4fl 4 3 PafI)�� FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN 32If1.JRa1S 'ONIISIX3 • ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 15' - (SEE.NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 DOOM T21- 27/32; 75.0 9 12 8 12. 6 9 12 5 12 4 9 12 3 12 :sun tt mmnnumIttnnnlo.- 1/4 "0 WOOD LAG SCREW W/ MIN. 1- 27/32" THREADED PENETRATION SHEAR PARALLEL L OR PERPENDICULAR TO WOOD GRAIN . 9.0.0 9 12 6 12 5 9 12 4 12. 4 9 11 9/ 9 j a 11 9 9 4 140.0 9 12 4 12 3 9 12 3 12 / 9 180 0 9 12 3 12 / 9 9 A 9 A 9 2 30.0 9 11 r 11 9 9 9 9 9 //GI/ *'„��1,11 7/16 "m WOOD.BUSHING W/ 7/8" MIN. STAINLESS STEEL MACHINE 4 12 8 S%/ p � I \, 90.0 9 10%10 9 7 5 3 , EMBEDMENT STEEL SCREW 140.0 8 6 i 6 5 4 4 ' 4 3 i ii 180.0 6 5 V 5 i 4 3. 3 4 3 ii% 230.054 � r 4 3 3 V 4 3vr • • . .. • iCC�FUDEc SHU _ $ ER •• •• • • • • - PLt «�.6LE T 6.8 AC= 0Rt�ON' SHU T> - ER • •• • ••• • • • 1 x S TYP. 1 x S TYP. PRUCT REVISED. Ys com �EthI U1e Florida Balding Code r o o Acceptance No 0 Expiration Date • IQ Zoo By • / • I4 , Mia r iDa• j ' x ;14:1 1 nt Division 2xS(TYP.) TOP FLANGE 0 Q 1 1 x S (TYP.) BOT. FLANGE • 1. ANCHOR NOTES: 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 3, SHEET 11. 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. 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 AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF-CONNECTION TYPE. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS • RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. • 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING F MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 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. WO.OD STUD SHALL BE "SOUTHERN•PINE" G =0.55 OR GREATER DENSITY.:LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. • B. 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. HEADER 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE USED AS SILL SCREW, NUT OR WASHERED WINGNUT. 2xS OUTSIDE ANCHOR (SEE PICTURE ABOVE) 0 ■ 1 x S (07 INSIDE \ 0 ANCHOR (SEE • HEADER / SILL PICTURE ABOVE) x S (TYP.) / 0 COMBINATION NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C1 CONNECTION TYPE: SPACING DIAGRAM FOR C3 CONNECTION TYPE: - C 1 CONNECTION TYPE USING PIECE Q - C3 CONNECTION TYPE .USING- 2I(CE ® . APPLICABLE TO HR SYSTEM ' .' JZH_OUTSIDE ANCHORS ONi-1' . L' z Z � w <./ 1- Q �. _o U 0 • VI cc a z 2 o w� N 7 w � Z z 0 0- u S Y gEZZINISIZININMEIBRIZIO VJ. KNEZEVICH PROFESSIONAL INEER FL license No' 10983 1 2003 0 N Q s. Y a � 0 0 z z > i Z 0 z L ° 0 5 0 z 5 i 0 0 0 N co 0) C7 0 0 O 0 ci) In date 1 scale AS NOTED] design by V 1K 'dra.+n by MC checked by VJK Braving no. 01 -855 ASSOCIATIO COPYRIGHT 0 GENERAL NOTES, FASTENER SPACING (INCHES) ANCHOR SCHEDULE AND SPANS • uA - REQUIRED FOR VARIOUS DESIGI,LOADD La Z b R cc w in • ANCHOR TYPE -- • • •• : • •: • • • • • • • • . MIN. 3 EDGE DIST�+N €E • LOAD (W) P.S.F. SPANS UP TO 6' - 0 (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) 5D•4NS•1;R 10 10 . - 2„ (SEE NOTE 1) - SPVISV I TO 15' - 6 ,. (SEE NOTE 1) MAX. (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 • 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 • C5 •- • •CCLIIE=T:041 • • • (tE C1 . • C2 . YPE Nbat C3 •• •• 4 C4 • : C5 ••• • CONNECTION . :. C1 •TY.PE EgrIron C2 •• C3 3) C4 • C5 CONCRETE (SEE NOTE 1) (SEE NOTE 1) 75.0 9 12 12 12 11 9 12 10 12 7 9 12 9 12 6 9 11 5 6 3 (SEE NOTE 3) 90.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 9 4 4 3 1IIIIIIIIIIM1111111111111111111w 1/4 'm ITW OR ELCO TAPCON W/ 1 - 3/4" MIN. EMBEDMENT (MIN.3,000 P.s:l. CONCRETE) C5 140.0 9 12 8 12 6 9 11 5 11 4 9 9 L. 9 3 9 8 3 3 O 9 180.0 9 12 6 12 4 9 8 4 8 3 9 8 4 8 3 9 8 3 3 12 230.0 9 9 4 9 3 9 8 4 8 3 9 8 4 8 3 9 8 3 3 * 3/-8"0 IN 8, STEEL 1 9/16" (MIN 12. 75.0 9 12 12 12 16 9 12 12 12 12 9 12 12 12 10 9 12 8 12 12 1 90.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 9 9 12 7 12 9 POWERS.RAWL 3/8 "cb BOLT MIN. - 3,000 P.S.I. STAINLESS WITH EMBEDMENT CONCRETE) DROP 140.0 9 12 12 12 9 9 12 • 8 12 6 9 12 7 12 5 9 12 6 12 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 6 12 230.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 6 12 1 1/4"m POWERS CALK - IN W/ 8 1/4 - 20 STEEL MACHINE (MIN.3,000 EMBED 75.0 9 12 12 12 12 9 12 11 12 9 9 12 10 12 - 7 9 12 6 8 FASTENING 7/8" STAINLESS SCREW P.S.I. CONCRETE) 90.0 9 12 12 12 10 9 12 9 12 7 9 12 8 12 6 9 12 5 6 140.0 9 12 9 12 7 9 12 6 12 4 9 11. 5 11 4 9 10 4 4 180.0 9 12 7 12 5 9 10 4 10 3 9 10 4 10 3 9 10 4 4 230.0 9 12 5 12 4 9 10 4 10 3 9 10 4 10 3 9 10 4 4 75.0 9 12 12 12 12 9 12 12 12 9 12 12 12 9 12 8 10 90.0 9 12 12 12 12 9 12 12 12 • 9 12 11 12 9 12 7 8 1/4 - o ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 • 9 12 7 12 9 12 5 6 180.0 9 12 9 12 7 9 12 6 12 9 12 6 12 9 12 5 6 230.0 9 12 7 12 5 9 12 6 12 9 12 6 12 9 12 5 6 HOLLOW CONCRETE BLOCK • 75.0 9 11 6 11 4 9 7 4 7 8 6 4 6 5 4 4 90.0 9 9 5 9 4 8 6�4 6 � A 7 5 3 5 A, 4 Ili111111111111111111111111111am .- 1/4 TAPCON 1_1/4" MIN. „ 0 ITW W/ EMBEDMENT 140.0 7 5 3 5 5 4 4 3 3 i . 3 � � 180.0 5 4 4 4 3 3 m illi . 3 NAM V E. All 2 3 0.0 4 3 rA 3 i 3 %rail i' EWAN 3 * 35 1/4 POWERS CALK -IN W/ F. 1/4 -20 STEEL MACHINE EMBED SCREW 75.0 9 12 9 12 9 10 . 10 9 9 . 9 7 6 90.0 9 12 7 12 9 9 9 9 7 7 6 5 O � FASTENING 7/8" STAINLESS 140.0 9 8 5 8 7 5 5 6 4/ 4. 5 4 180.0 8 6 3 6 A 5 4 .a 5 4 ' 4 / / 5 4 , � a 1 ' '_ 230.0 6 5 3 5 5 4 i' 4 r e 5 4 i 4 r A 5 4 e a 75.0 12 11 12 8 9 12 7 12 9 12 '6 12 9 8 6 5 5 �� M i I 4 AE . 90.0 12 9 12 6 9 12 6 12 9 10 5 10 9 1 /4"0 ELCO CRETE FLEX 1 W/ 1 - 1/4" MIN. EMBEDMENT 140.0 11 6 11 ..4 9 8 4 8 8 6 3 6 7 18 0.0 - 9 4 9 3 8 6 3 6 ' 7 5 3 5 / 7 230.0 - '7 3 O 7 5 3 S r ig 7 5 3 5 jU 7 75.0 12 12 10 12 7 12 10 6 10 9 5 9 7 6 6 9 0.0 12 12 8 12 5 11 8 5 8 7 L 7 ' 6 5 5 a : 111111111111111111111111 ►11111111`- 1 1/4" __ 1/4 ELCO TAPCON W/ MIN. EMBEDMENT 140.0 10 8 5 8 3 7 5 3 5 4 3 4 A 5 4 A 4 180.0 8 6 4 6 IN 4 Env 0n 4 1 5 4 f 4 .ro:g f 230.0 6 .5 3 5 5 4 / p� __ - ...V. 4 r FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN MIN. 4 -1/2- EDGE DISTANCE LOAD (w) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 6' -0" 8' -8" 10' -2" 15' -6" STIN JCTU ANCHOR TYPE P.S.F. MAX.- (SEE NOTE 1) (SEE NOTE 1) • (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION (SEE • NOTE • TYPE TYPE TYPE TYPE 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 CONCRETE I- 75.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 16 9 12 12 12 10 «� I 90.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 '9 12 12 12 9 * !I 3 /8"0 POWERS RAWL DROP- 140.0 9 12 12 12 15 9 12 12 12. 10 9 12 11 12 8 9 12 10 12 7 IN S 3 /8"m STAINLESS 180.0 9 12 12 12 11 9 12 10 12 8 9 12 10 12 7 9 12 10 12 7 STEEL BOLT WITH 1 - 9/16" MIN. EMBEDMENT 230.0 9 12 12 12 9 9 12 10 12 7 9 12 10 12 7 9 12 10 12 7 (MIN. 3.000 P.S.I. CONCRETE) bi Ft . C ®a ED) 4CD S 8- E • .•• • • • • • • •. • • • • C.... . PLI GAB LE TO 6.8 ACCORDION SHRJT • • • • • • • • • • • ANCHOR NOTES: 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 3, SHEET 11. 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. 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 AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. - 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. • 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. 1. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT DR WASHERED WINGNUT. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No DS- 0 )16 O Expiration Date DZ By lie Miami D eDil35103) VJ. KN EZ..EVICH PROFESSIO ' " G EER FL License N - . PE ' 1 D9E3 0 • z N c z 0 � 3 z 0 0 0 u 0 < 7 z 0 0 u Y z 1 z 0 Y z 0 ■ 0 z z 0 In 0 C) 0 O O 6 Q (0 dare 12/08/98 scale AS NOTED design by v)K drawn by MC checked byl v)K 01- 855_ -- GENERAL NOTES • ••• O. • . • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • 000 • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •. ••• • • •• _ \CC ®R ®I ®N SHU E Y ER 4ti APPLICABLE TO 6.8 ACCORJDION S1- 4 UTTER • • •. • • • •, 000' • • • TABLE 3 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 4 NOTE: 1. ENTER TABLE • WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. n m o 2 n m. u • % Q V Lai 0 5 QO Q N 0 0 Q v 0 u N re Z 0 0 t7 O v V-1. KNEZEVICH PROFESSIO INEER FL License N - • 109E3 2003 0 YI 7. 0 0 4 f 0 IZ CC i ■ Y N Y s > N N a < i 0 < in s > .p P• m 0 0 m 0) l) 0 0 0 • D U) In date 12/08/98 scale AS nDTE0 design by V JK drawn by MC checked by VJK drawing no. 01: -.85 -5 PRODUCT REVISED es complying with the Florida Belding Code Acceptance No a3 - 01) 6 - 0 Z Expi tion Datc C, 2-008 By Miami Dart Drs -'on Control 0.7,6- 1.1 GENERAL NOTES MINIMUM SHUTTER SEPARATION FROM GLASS t .v POSITIVE DESIGN LOAD (W) . (P.S.F.) ACTUAL . SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) Lmax. (FT -IN) 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 14 -4 3 -1/4 3 -1/4 50.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -1/4 13 -6 3 -1/4 3 -1/4 60.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -3/8 12 -11 3 -1/4 3-1/4 70.0 9 -0 • 2 -1/2 2 11 -0 2 -1/2 2 -1/2 12 -4 3 -1/4 3 -1/4 80.0 9 -0 2 -1/2 2 11 -0 2 -3/4 2 -3/4 11 -11 3 -1/8 3 -1/8 90.0 9 -0 " 2 -1/2 2 - 11 -0 2 -7/8 2 -7/8 11 -5 3 -1/8 3 -1/8 • 100.0 9 -0 2 -1/2 2 -1/8 10• -0 2 -1/2 2 -1/2 11 -1 3 -1/8 3 -1/8 110.0 9 -0 •, 2 -1/2 2 -1/4 10 -0 2 -5/8 2 -5/8 10 -9 3 3 . 120.0 - 9 -0 2 -1/2 2 -1/4 10 -0 2 -3/4 . 2 -3/4 10 -5 3 3 • ••• O. • . • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • 000 • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •. ••• • • •• _ \CC ®R ®I ®N SHU E Y ER 4ti APPLICABLE TO 6.8 ACCORJDION S1- 4 UTTER • • •. • • • •, 000' • • • TABLE 3 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 4 NOTE: 1. ENTER TABLE • WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. n m o 2 n m. u • % Q V Lai 0 5 QO Q N 0 0 Q v 0 u N re Z 0 0 t7 O v V-1. KNEZEVICH PROFESSIO INEER FL License N - • 109E3 2003 0 YI 7. 0 0 4 f 0 IZ CC i ■ Y N Y s > N N a < i 0 < in s > .p P• m 0 0 m 0) l) 0 0 0 • D U) In date 12/08/98 scale AS nDTE0 design by V JK drawn by MC checked by VJK drawing no. 01: -.85 -5 PRODUCT REVISED es complying with the Florida Belding Code Acceptance No a3 - 01) 6 - 0 Z Expi tion Datc C, 2-008 By Miami Dart Drs -'on Control 0.7,6- 1.1 GENERAL NOTES ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W (P.S.F.) • POSITIVE WIND LOAD NEGA11VE WIND LOAD . Lmax. (FT -IN) Lmax. (FT -IN) - 32.5 15 -2 15 -& 40.0 14 -4 15 -6 50.0 13 -6 15 -6 60.0 12 -10 15 -6 70.0 12 -4 15 -6 80.0 11 -10 15 -2 90.0 11 -5 14 -3 100.0 11 -1 13 - 110.0 . 10 -9 12 -8 .120.0 10 -5 11 -7 150.0 9 -8 10 -10 ' 160.0 9 -6 • 10 - . 170.0 9 -3 9 -6 179.1 9 -1 9 -1 186.4 9 -0 9 -0 - 190.0 8 -9 8 -9 200.0 8 -4 8 -4 210.0 . 7 -11 7 -11 220.0 .. 7 -7 7 -7 230.0 7 -3 7 -3 • ••• O. • . • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • 000 • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •. ••• • • •• _ \CC ®R ®I ®N SHU E Y ER 4ti APPLICABLE TO 6.8 ACCORJDION S1- 4 UTTER • • •. • • • •, 000' • • • TABLE 3 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 4 NOTE: 1. ENTER TABLE • WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. n m o 2 n m. u • % Q V Lai 0 5 QO Q N 0 0 Q v 0 u N re Z 0 0 t7 O v V-1. KNEZEVICH PROFESSIO INEER FL License N - • 109E3 2003 0 YI 7. 0 0 4 f 0 IZ CC i ■ Y N Y s > N N a < i 0 < in s > .p P• m 0 0 m 0) l) 0 0 0 • D U) In date 12/08/98 scale AS nDTE0 design by V JK drawn by MC checked by VJK drawing no. 01: -.85 -5 PRODUCT REVISED es complying with the Florida Belding Code Acceptance No a3 - 01) 6 - 0 Z Expi tion Datc C, 2-008 By Miami Dart Drs -'on Control 0.7,6- 1.1 GENERAL NOTES Building Official ►r te , S Po a.. A ttn: Building Official: We are Dade County Notice of Acceptance Holder for the .063 Aluminum Storm Panel under number 01-01/4.1c. This letter authorizes .'8 - Vi (N D U9 7 - e to use our .063 Aluminum_ Storm Panels at the following job: .. • • • .. ... .. SHUTTER PRODUCT APPROVAL AU'THORIZ ttO F;OR \i( Kevin P. Kennedy President $' / Ml' / 2-4 9 Nom-- Vic -1 /►'t A�i < �/fo Fe- - • • ... • • • • • .. • • • • • • • ... • • • • • ... • • • .. • • • • • • • • Hurricane Shutters : : •I • •• •• M - •—T— • • • • • • • • • Stcr-r' 33.7?s • .4c:-.or lens • 3 clf- g!s•:. •:. : • • • • • • •.•..••• • .. • • • • • • .. . • 0 o • _ � /— 0 J wJ Z Z CO W UJ JQ J _J c w W Z Z Cr Q Q o W CL n_1---I 11 X •WW Q XW= Z E t/ty cc J O LL 400" -125" TYP. 2 016 )VARIES• 5 00" MAX. ANGLE O SCALE : 3" = 1'- 0" WIDTH UNLIMITED 1 (PERP. TO PANEL SPAN)) SECTION (TYP.) FASTENER (la 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND (al 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S F. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 7RODUC T MARKING LOCATION 170' 12 00" COVERAGE 13,5II" - -r FULL PANEL O 0 N 6" PLAN VIEW TYPICAL ELEVATION - TYPE I 2.00" TOP MOUNT PIECE O.O. OR O 8 1" x 1" TUBE FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECED OR - PRODUCT (OPTIONAL LOCAiIrJr4). • • • • • • • 063 • • I � . L400" • • • • • • • • . • • ••• HAtF.PANEL • • • • ._ .• • • • O STORM PANEL: ••• : :•• •• 1 SCALE 3" = 1'- 0" 1/4 -20 X 3/4" MIN PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 093" TYP. STUDDED ANGLE SCALE : 3" = 1'- 0" 1—JW 0 u _j Z ZZCO W J a F J J W w E 1 Z ZCr Q Qow a 11� x F O 0 LL ww X W= . E �� -J OVERLAP FASTENERS TYP. (SEE NOTE # 6) ") (TYP.) ALUM. ANGLE CLOSURE PIECE 1"'x 2" x .055" MIN. TO 2" x 5" x 055" MAX. ••• • • • • • • • • ••• • • • ••• • • 1/4" MAX. • • ••• •• •• • • • • • • • • ► • • • - •.• • •• •. • • • • • • ; • • • • •• 4%5 j 6 00': • C4'ERAGE 750 085 05 25": WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION •2 • (ZAMAC 3 ALLOY) WASHERED WINGNUT 7 SCALE . HALF SIZE TYPICAL ELEVATION -TYPE II TOP MOUNT PIECE 4 OR U OR DIR CT MOUNT 1/4" MAX PLAN VIEW B 1" x 1" TUBE FASTENERS (SEE PLAN • VIEW & NOTE 6) BOTTOM MOUNT PIECE OR OR D I R C T MOUNT EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PLAN VIEW SCALE• 1 -1/2" = 1' -0" �JW J Z -J Z ZCr Q oW 0_1 11 - O -ww x W = E LA L. , N J 1- Z w —J J w Z Q 0- X Q F CC 0 LL 0 01 16 GAGE STEEL TUBE SCALE: . HALF SIZE WIDTH UNLIMITED (PERP TO PANEL SPAN) 2 UNLESS CLOSER SPACING REQ FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS "h" HEADER SCALE 3" = 1'- 0" 1 00'_ SECTION O: 0 o, N: N -16 GA (TYP ) TOP MOUNT PIECED OR OR DIRECT MOUNT — BOTTOM MOUNT PIECE(4) OR OR DIR CT OUNT 1/2" OVERLAP ALUM ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x 125" MIN TO 2" x 5" x 125" MAX 066" 0 1 o; - 1n N, 055'= ;_2 00_ O "U" HEADER SCALE 3" = 1'- 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) '3. m' .O; (TYP 12 000'_1 /. HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 090" .185" • 3071666" 4 OPTIONAL ANGLE O SCALE 3" = 1' 0" GENERAL NOTES: . 1 THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A.S C E 7 - ",MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES', TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3 STORM PANELS SHALL BE 5052 -H32 OR 3004 H -34 ALUMINUM ALLOY, 0 063" THICK, WITH A MINIMUM Fy OF 26 K S 1 (BEFORE ROLLING). ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U 0 N 4 PRODUCT MARKINGS SHALL BE WITHIN 12" 01= ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALV. STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN TENSILE STRENGTH OF 60 K.S.I. 6. FOR TYPE 1 OR 11 PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS. AT MIDSPAN, WITH 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS; UTILIZING A 1" x 1" x 16 GAGE STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE 1 OR I1 PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2 ", USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE 1 AND 11. FOR.PANELS SPANS LESS THAN 33", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NO T REQUIRED. FOR TYPE 111 PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 8 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201, 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 95 -006. 96 -007 & 96 -007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM, ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALI. REINFORCING WHEN NEEDED. OLTS AND TUBE ARE PROPERLY INSTALLED, B FASTENER (al 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S F AND (a 8" 0.0 FOR DESIGN LOADS GREATER THAN 110 P S F APPROVED AS COMPLYING VVITH THe V drale SOUTH FLORIDA BUILDING CODE �I 2 /0I DAT (3Y PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.-)I-0) 1.J5' rti '0 z ZF w cn w ~ -o U¢ 0 cn Q otl w z U o >z W 1 N W u , Z Z Y U an O N m z 3 0 > a b Or awanq no a a v. I KNE7EVIC;�� o, OFF.rSIONAL ENG EERI F� LI F30. PE 9b1p90s i 2 2001 01;18 /0, Y „ . ora•dn by i. s • .) CI : •. ■•, cLo2ocin by 1rcheo.ed by V JK II 01 -210 sheet 1 of 7 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE /EMBED ANCHOR ANCHOR SCHED BASED _ ON TYPE OF STRUCTURE ` �S SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GL ASS OR DOOR - /0 /0 0 n1 /1 A /n, 1O- ZS c ur - 41•111 ag11V.M11111\uN• • . GLASS OR DOOR - j EMBED / E E B ANGLE TO WALL DETAIL SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) CONT. (TYP. TOP & BOTTOM 4O CONT --1 L) /0 0 w WALL MOUNT SECTION SCALE :3" =1' -0" FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4" 1/4 -20 MACHINE BOLT & NUT p 12" O.C. } FINISH MATERIAL STUCCO, AND /OR PLYWOOD i - FINISH MATERIAL STUCCO. A•D /OR PLYWOOD • • •• •• FASTENER SEE • • • • ANCHOR SCHEDULE. • • REF. C ONNEC TION "TYPE 2" • 11/2" MAX OCONT. / L ANCHOR S SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4" — EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (TYP. TOP & BOTTOM) SIDE CLOSURE REQ'D. (SEE SECTIONS OF ELEV.) O® BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" 1 / L" MAX _•.B. • • • • • • • • • I • • • • • CO • - • W • • • z OR DOOR ANCHOR SCHEDULE. REF CONNECTION "TYPE 5" 1/4 -20 MACH NE BOLT & WINGNUT p 6" O.C. FOR TYPE I & II AND (a 12" O.C. FOR TYPE 111 1/4 -20 MACHINE BOLT & NUT @ 6" O.C. i • I• • • • • W• w J U.1 Z Q 0_ X d ••• • • • ••• FASTENER. SEE — 1/4 -2 0 MACHINE BOLT & WINGNUT (al 6" 0 C FOR TYPE I & 11 AND p 12" 0 C FOR TYPE 111 PANEL TO ANGLE DETAIL SEE MIN STORM PANEL SEPARATION .FROM GLASS SCHED (TABLE 2) GLASS OR DOOR 1/4" MAX. _ • • • • • •• •• • • • • • ••• • • • • • • • • • • •• ••• • • • • • • • • • • • •• •• SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) I , 1111 s��,� 1 i ii II M ii _ / amm�ag sr.• E MBE •( / �' • . C r PLYWOOD AND STUCCO FINISH 2"x6 "PT wOOD BLOCKING ••• • • • • ••• •• • •• • • ••• GLASS , • i__ ml EQ SCALE • (MAX DESIGN LOAD = 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION (BOTTOM) E SCALE . 3" = 1' -0" W000 FRAmIUG FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 3" t y/( • EDGE DIST E 0 1- F-; O l7 3 UJ w J f -J J :m W ;< Z I,- : d•w X z NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING /INSIDE MOUNT SECTION 3" = 1' -0" /- PLYWOOD AND STUCCO FINISH 1 /L" MAX GLASS OR DOOR — 0 Z w J w e - 1/6 -20 MACHINE BOLT E. WINGNUT p 6" O.C. Q FOR TYPE I & II AND (nl 12" 0.C. FOR X; 41 TYPE 111 ONT Z OCONT FOR W000 BLOCKING USE 1/4"0 x 1 -3/4" S S LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (al 12" 0 C. TWO 1/4"0 x 4 -1/2" 5 S LAG SCREW Ca 24" O C MAX W/ 1 -3/4" PENETRATION IN CENTER OF STUDS EXISTING CONCRETE. HOLLOW BLOCK OR wOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 06 CONT GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WDOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE— SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) CONT 1/4 -20 MACHINE BOLT & NUT @ 12 v_ SOCONT (TYP Top & BOTTOM NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. SCALE 3" = 1' -0" FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 3" � EDGE 0 �- DIST VE EQ EQ CEILING /INSIDE MOUNT SECTION SCALE 3" = 1' -0" 1 /L" MAX EXISTING STUCCO FINISH (TYP ) - 1/4 -2 0 MACHINE BOLT & WINGNUT (a 6" 0 C. FOR TYPE I & II AND @ 12" 0 C FOR TYPE III EDGE DIST FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" - OFELEV) 1- w z w J J w z Q 0- X Q z — 1/4 -20 MACHINE BOLT & WINGNUT (al 6" O.C. FOR TYPE 1 & II AND FOR TYPE 111 N FASTENER SEE ANCHOR SCHEDULE, @ 12" 0 C REF. CONNECTION "TYPE 4" -- FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE • SIDE CLOSURE REQ'D. (SEE SECTIONS - HEADERS U & U C AN NOT BE USED I COMBINATION WITH THIS DETAIL /1PP ROVEDASCOMPLYINGWITH tiE ALT. BUILD -OUT MOUNT SECTIONP FLORIDA BUILDING CODE ;TE • /t /. 1 BY ��.�•� 1 , id PRODUCT C• "ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. - l 24S 0 - N - N r W t ~ i F- m <0 —o U¢ O • cn In cc < 0 =z U — 0 w� N W y Z z 0 u D J - '. o .°-, ° . ?„ i Q N X • Z LL 4 x. Da OM C) : a E- co ZED ow Ei ci 1-1 • En C 0 u T 4 0 cc FL Lican PE 0 P V.J. KNEZEV C,JI F.OFESS\ONALEN MEEII No: 983 2, 200' 0 •cal. rr D as noTf.o de 9n by ( c h eched b) [ _ 0d 1 a — hq • ... . . I I sheet - 21 2 of 7 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw • 125" T = 125" 5' -0" 9 -5" 8 -0" 8' -1" 2" x 9" Tw = 125" Tf = 125" 5 -0" 15 -11" 8 -0" 13 -7" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION (al 12" O.C. 2" x 2" x .093" STUDDED ANGLE THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN EMBED. @ 21." 0 C MAX. -- CONT. 4" x .250" ALUM PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT PLATE WHERE TRACK ENDS BETWEEN TRUSSES !11 /1R /nt 1 7. 15 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD c 72 PSF) G SOFFIT CONNECTION DETAIL O SCALE : 3" = WOOD ROOF TRUSS 2" x 2" x 093" OR FRAMINGI- M:3E: 01,41.J:1%5 •• • • .A611.14- •• • xt1L SMS BETWEEN: • • • • ;•• ••• TRUSSES @ 12" 0 C .FINISH MATERIAL STUCCO. AND /OR PLYWOOD z w -J - FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4" 2 "x3 "x1 /8" OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD c 72 PSF) O ANGLE BUILD -OUT J SCALE •3 " =1' -0 • • • • • • ••• •• •• • • • • • • • • • • • • • •• • • • • • • ••. • • • • • %E S1 ••• • PANEL SEPARATION . • FROM GLASS SCHED • • ••• (T AQ1;E 2'1 •• • • • • • • • • • • • • • • • • •' • • ••• .:GLASS •.• • OR DOOR 1/1." MAX EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE w J CO Q 1— w w EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD c 72 PSF) . 0 "PASS THRU" DETAIL SCALE 3" = -1-0" FINISH MATERIAL. STUCCO AND /OR PLYWOOD • ALT. LEG DIRECTION TWO -1/4 "0 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM ANGLE N. ti12 SMS (al 12" O.C. f (MAX. DESIGN LOAD c 72 PSF) O HEADER MOUNT DETAIL K SCALE 3" = 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) -J w z Q 0. 0 m x Q z f w J THREE 5/16 "0 POWERS RAWL CALK -IN (al 3 -1/8" 0 C W/ 1 MIN .L. EMBED. IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED ' (TABLE 2) .J �n 2 "x2 "x 093" STUDDED ANGLE MAX 1/8" TILE / FINISH MATERIAL - 2" x 4" x 1/8" CONT 3/4" PLYWOOD ALUM. TUBE (6063 -T6) —1/4 "0 POWERS RAWL CALK-IN (la 7" 0 C WITH 7/8" MIN EMB IN CONC OR HOLLOW BLOCK OR 1/4"O LAG SCREW (al 12" 0 C W/ 1 -1/2" MIN EMB IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 S5 OR GREATER 1/2 "0 THRU BOLT @a 12" 0 C 1/4"0 POWERS RAWL CALK -IN @ 12" 0 C WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 24" O.C. W/ 1-1/2" MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT ALUM ANGLE 6063 -T6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO _OI - 01 Z` EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE EDGE MOUNT DETAIL SCALE 3" = 1' -0" 2" MIN EDGE DIST (MAX. DESIGN -1/4" STUD (al 12 0 C TRAP MOUNT DETAIL LOAD c 72 PSF) SCALE 3" = 1' -0" X Q f'1 5/16" 0 POWERS RAWL CALK -IN (al 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK W/ 5 /16 "- 18.MACHINE SCREW 2" x 5" x 1/8" CONT ANGLE 6061 -T6 ALUM. W/ 1/4"0 STUD Cal 12" O.C NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD c 72 PSF) - EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" 1/4" -20 STUD & WING NUT (al 6" O C FOR TYPE I & 11 AND (al 12" O.C. FOR TYPE III 2" x 5" MAX x .093" STUDDED ANGLE 0 n 1— z J U Z Z W cn 1- z Q 0 — U 0 . W (Der oD ? = Z 0 >z W 1 N D w N Z ]C v DJ ZW Q p tn 0 0 3 cr 0 a 0 0 0 V1 z z z x 0 N z 0 0 0 0 q V.J. KNEZEV)0 ; PI' FESSIONALL , 6N / EEn FL L10 fl No: PE QJ1 903 2001 01/18/01 r scale dran by AS .o jEDJ I __. nv J Ees.gn by the ck d by VJK]( _ _ VJKJ Or aennq no 01 -210 r sheet 3 of 7 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) n. /1_0 Hat ). zo GLASS OR DOOR 2" x 2 "x .093" STUDDED ANGLE #12 x 1 ALUM TEK 2" x 3" x 1/1." x 0' -8" SCREW OR 300 SERIES S.S. TEK SCREW (al 8" 6063 -T6 ALUM. ANGLE 0 C. TYP TWO -1/4"0 THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD It 72 PSF) STORM PANEL SUPPORT BEAM SCALE : 3" = USE REMOVABLE ANCHORS ONLY (0 6" O.C. MAX. FOR TYPE I & II AND (al 12" 0.C. MAX. FOR TYPE III. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE DIRECT MOUNT DETAIL SCALE , 3 1' -0" r TWO 5/16 "0 POWERS RAWL CALK -IN (nl 3 -1/8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST w/ 5/16" -18 MACHINE SCREW -- , lam- -r #12 •MS 12" 0.0 2 "x7 "x9' -7 "MAX. T f = 0.13 ". T w = 0.055" ALUMINUM LUMINUM LA BEAM FINISH MATERIAL STUCCO. AND /OR PLYWOOD w J m - w w • • • •• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • . • ••• • • • • • '• • • • • •• •• • . • • • • • • • • • • • • • • • • • FINISH MATERIAL STUCCO. AND /OR PLYWOOD •• • • • •• •. • • • • . • • • • ••• 1• J..s ...• • • • • • • Z •• ••it • Zl7 /In I , EMBI • •• 1/4 -20 S.S MACHINE SCREW BOLT & WINGNUT (0 PANEL MIDSPAN (0 51" 0.C. •• • • •• • •• • • • • • 1" OR 2'- MIN. 2" x 2" x .125" MAX. 6" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE 1" x 2" 2 .. x 2 - J w Z a a k F < l7 Z z W -J 1/4 "0 MACHINE SCREW BOLT 1/4" POWERS CALK -IN W/ 7/8" EMBED. IN CONCRETE OR HOLLOW BLOCK (0 6" 0 C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD It 72 PSF) 2" x 2" x 093" STUDDED ANGLE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL O 2" x 2" ALUM. TUBE BUILD -OUT N SCALE 3" = 1' -0" STORM PANEL © ALT. CORNER DETAIL SCALE . 3" = 1' -0" 055" 6063 -T6 ALUM TUBE 2" x 2" x 093" • STUDDED ANGLE — 1/4 " - 20 MACHINE SCREW STUD & WING NUT (0 6" 0 C FOR TYPE I & II AND 12" 0 C FOR TYPE III — STORM PANEL 1/4 "0 THRU BOLT (al 12" 0 C. ANGLE TO ANGLE CONNECTION 2" x 3" 2" x L" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 3" 1 -1/2" MIN EXISTING CONCRETE �E/ OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 1 -1/2" MIN.! EDGE DIST NON - STRUCTURAL NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD _ 72 PSF) STORM PANEL BUILD -OUT SCALE . 3" = 1' -0" 2" x 2" x 093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ArLeY DATE • �1 PRODUCT C. ' ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.0 l - 012-Li. tS 0 0 1/4 " -20 MACHINE SCREW STUD 8, WING NUT p 6' 0 C. FOR TYPE I 8, II AND (0 12" 0.C. FOR TYPE III CU 2 Z - w V) t w~ F- Q o _o ¢ 0 • U) ¢ Q w 00 0 - c� z w U > z W � N W " Z z Y 0 1 J - • 0 y 0 a 8 . 0 t V) w z z z w 1- r J.J. KWE7.E NE r110iESS1 74.. tta MEV\ I FL LOsi o No: P 0Oy983 2, Z OOJ date 01/18/01J V c 1rOravn by •sr+o:eo •V des.go y r 4e0 b y V J( ner VJK, L Draw mg no 01-210 sneer c of 7 POSITIVE DESIGN LOAD ( IPSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR & BOLTS NO BAR (TYPE III ONLY) W/ NO BAR 40 0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 ' 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3/4 3 -3/4 2 -5/8 50 0 5- 0 2 -1/2 2 -1/2 1 -1/4 9- 0 70 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 3 -3/4 3 �� 60 5 - 0 2 -1/2 2 -1/2 1 -1/4 100.0 2 -1/2 (2-1/2, 2 -1/2 2 2 -1/8 8- 8 2 -1/2 10 -0 3 3 -3/4 3 70 0 5- 0 2 -1/2 2 -1/2 2 -1/2 1-1/1. 8- 5 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3/4 3 80 0 4- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9 -3 3 3 -3/4 3 90 0 4 - 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3/4 100 0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110 0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120 0 4 - 0 2 -1/2 2 -1/2 • 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD W (PSF) TYPE 1 • • .�T`�r ••• • • • ALL MOUNTING CONDITIONS W/ "U" HEADERS. "H•' HEADERS W/ STUDS p 6" 0 C STUDDED ANGLE MOUNTS. •'F" TRACK MOUNTS W/ STUDS p 6" 0 C & DIRECT MOUNTS W/ ANCHORS (la 6" 0 C (TOP & BOTTOM) STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS (al 12" 0 C & DIRECT MOUNTS W/ ANCHORS (al 6" OR 12" 0.0 (TOP & BOTTOM) x L max. (FT -IN) . L max (FT -IN) L max (FT -IN) 30.0 8 -5 11 -4 11 - 40.0 8 - 5 11 - 1 11 - 1 50.0 8 -5 10 -6 10 -4 60.0 7 -9 10 -0 9 -5 65.0• 7 -•2 9- 10 9- 0 70 6 -7 9 -8 8 -8 75.0 µ 6- 2 9- 6 8- 2 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 • 8 -3 6 -2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 - 9 140.0 3 -3 6 -8 4 -4 150.0 3 -1 6 -3 4 -1 160.0 2 -10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 4 -11 3 - 200.0 2- 3 4- 8 3•- 1 01/18/01 17• .'IR • • ••. • • • ••• • •• • •• •• • • • • • • • • • • • • • • • • • • • • •.• • • •• • • • • • • • • • • ..• • • • • • ••. • • • •.• • .. • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • • • TABLE 1 - STORM RANEI. SCtiEptJLE,. • • NOTE: FOR TYPE 111 - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. DIE ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING'MTH THE SOUTH FLORI •A 8 ILDING CODE DATE A 12 O BY PRODUCT C• • ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01 - 01 Zy • 15 U0 z Z � - (1) W ` 1— — 0 U 0 • In h cn Q W 0 W U w ~ N w Z 0 Y E) c 0 > 0 z z s O a U_ W o O U 0 0 0 V.J. 2F\ C PePOFE. °:.ION .IN E!R IFL 1_F.E;on .o No: Pk-:•00 0903 ! 2 2001 ( Cale o1 /18 /0Ij al �(n•w.•n by I ns NOTEll!t Avj C Ce+.gn by (cti•c4.0 byl . vp v1K Cr a.. nq no 01-210 r I sheer 5 of 7 ANCHOM©H3ULD • ••• FASTENER MAXIMUM SPACING IINCHE€) RE• OU DESIGN LOADS AND SPANS • • ••• • . - • •• MIN. 3,000 PSI CONCRETE EXISTING STRUCTURE ANCHOR 1/4"0 POWERS/RAW CALK EMBED. SIDEWALK (3/4"0 TYPE _______I L -IN W/ 7/8" & 1/1. -20 BOLT HEAD) LOAD (W) PSF MAX 48 2" EDGE DISTANCE • _ 3" EDGE DISTANCE 5• -0" MAX SPAN 8. - ": •. MAX 5?AN= ••• • ••11' - 4s• • M4X .SPA • • • . • % - -O .. : tpA SPAN 8 ' -5 .. MAX SPAN 11 . -4 .. MAX SPAN CONNECTION TYPE 1 1 2 3; 4 S, • CONNECTION TYPE •• 1 2: 3 R•• 5 12' 10: 11 2...i2: Car!1C4E TYPE • • a 1• -2 3 . L - • CONNECTION TYPE ; � 1 3 4.I S 12;12 12 12112 CONNECTION TYPE I 1 1 2 1 3 1 4 , 1 5 • CONNECTION TYPE 1 2 3 Z. 5 12 12 12 12 12 17 , .1.6.1 9 13 12; 6 (5 1 7 12, 5 1 L. 1 6 �— 4 ' 1 12 /• 3 j 5 12 / 4 1 3 15 12112112' 11112 12 7 121 8 !12 12 1 5 112; 7 1 10 12 3 9 1 5 1 I ( 8 - i 12 1 3 1 7 1 4 6 12 6 12 8 11 12; 4 ?10' 6 9 12 ; 3 ; 9 • 5 : 7 — 12; 3 7. 4 6 12 1 3 7 L. 6 62 72 • --- -- 1 2 12 -- • 12 1 2 12 1 1 10 12 12 1 2 ! 5 1 8 7 9 12 14 j 7 6 `: 8 - - - -- 4 3 i 5. i 6 12 12 12 12 12 12 12112 12 12 12 112 I I 9 12 9 12 3 7 Z. 1 6 12 12 7 9 7 1 1 200 12 / L. 3 1 5 4 1 3: 5 J 48 62 12 - 12 12 12 11 6 9 7 5 4 1 10 8 6 1 2 1 4 1 8 ' 4 ' 6 12 6 3 4 10 9 S L. 12 // 6 1 3 9 4� 4 3 1 2 12 12 1 2 8 12 12 6 1 1 8 12 1 5 1 1 0 1 5 1 6 121 3 j 8 I S 12 1 3' 7 1 4 1 5 10 1 / // 6 1 3 3 � -� M4 2 1 0 " l~ - 1/4 ZAMAC NAIL-IN IN W/ W/ 1 -1/8" MIN. EMBED. 7 2 8 • 4 � 3 12 7 11 5 7 12 7 { I 3 1 4 9/ 5 , 3 7 4 92 12 3 7 3 5 ry1� A / FrAi' 12 4 9. L 6 YYY 9 5 3' 3 2 0 0 7 '/ /�� / /�i / %�IVI� %� / /!/! 7 , /, /�� 7 4' .4 4 7 A Lf 1/4" "PANELMATE MI 1`111 E SIDEWALK 1 1 1 / 0 1 1 1 % 1 l ' i > ELCO FEMALE E W/ 1 -1/4" BOLT 1/4-20 48 12 12 12 8 10 121417 5i65 3 4 12 12 12 8 10 121 516 12 /6j31 4 62 12 10 9 6 7 12 : 5 1 3 1 4 12 11 1 1 6 8 12 / 6 4 1 4 9 ;, S 1 3 1 3 7 2 12 6 8 5 6 10 � � f / � E %�E"i 12 6 9 .5 6 10 5 1 3 4 8. 4 ; 92 12 3 6 4 5 � �i� %ii!'�� / /� Z/� 12 3 7 L. 8� 4 �� 3 I 7 3 200 6 / �rvi� a %�1�� Am � / �/�, /Arm / 3 // 4 7 ; 3 ✓/ 7 3 � A 12 / 6 1 3 1 4 xMI 1/4 "PANELMATE" MIN. mazagi›, 0 ELCO MALE MBEDMENT 48 6 2 12 12 12 12 10 9 B 6 10 7 12 1 4 1 7 1 5 1 6 IMMO 12 12 12 12 8 11 11 6 10 8 12 4 12 i 8 5 1 6 �/ 4 3 6 4 1 4 9. 5 1 3 1 3 72 12 12 6 6 8 3 6 5 4 6 5 /Q' 10 5 1 3 1 4 8 3 3 3 ��t 7 . 3 • 6 3 6 3 4 1 2 12 7 6 9 5 1 6 `— 3 7 415 3 7 A 10 8 ?4 S 3 1 L JJ� 3 8 , , / 4 V ; 3 J • / 92 200 7 �.3✓, 3 VA 7 3 I1111t1111111111MI1111N® 1/4"0 ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT 48 12 12 12 10 12 12 6 1101 6 7 12 . 3 7 4 ,5 12 12 12 12 12 12 6 12 7 8 121 3 9 1 5 1 6 62 12 12 12 8 9 1 2 1 3 7 1 4 1 5 Illr L. 1 2 12 12 9 1 1 1 2 1 4 Li t 12 7 14 14 7 2 12 8 11 7 8 Er 6 1 4 5 S 3 3 12 9 12 8 9 12 13 8 4 11 • // 6 1 3 1 4 92 12 8 4 8 A p 5 ji��/ 6 10 '5;313 4 3 EV %� E 4 '/ Vi 3 3 12 9 5 11 f AIMEI 6 7 11 9% 6 3 4 905; 3 1 3 5 3 3 9 5 1 3 1 3 200 48 12 12 12 11 12 6 8 6 8 12113 6 5 5 12 12 12 12 12 12 12 12 11 12 12 12 8 12 8 10 7 121 4 110 12 / 7 ; 4 15 '111111 U. 6 2 12 12 11 8 12 3 1 6 5 6 12 5 3 4 4 1 0 6 72 12 12 9 8 9 8 7 7 5 VA 9 7 3 Er• 5 11 4 4 333 5 4 � 10 9 / A 3 3 3 12 12 lir 10 6 j 12 12 9 11 12 12 1 1 3 / 9 7 5 5 4 3 6 5 4 12 •6 1 4 1 4 B 11 5! 3 1 4 1/4 SLEEVE W/1-1/8" "0 DYNABOLT ANCHOR E M E D . 92 / 3 Er i . % � f � ' / 1 1 5 1 3 14 200 OD 48 12 12 12 12 12 12 9 10 9 11 121 5 1 8 7 8 12 12 12 12 12 12 11 12 12 12 12 6 112j 9 110 62 12 12 12 12 12 12 5 8 7 9 12 3 6 5 6 12 12 12 12 12 12 6 12 9 11 12 1 4 1 101 7 8 1/4'0 W/ • "' (3/4"0 1 -1/4" 1 POWERS /RAWL DROP -IN & HEAD) MIN. EMBED. 72 12 12 12 11 12 12 4 7 6 7 12 5 4 5 12 12 12 12 12 12 5 11 8 9 121 3 1 8 1 6 1 7 92 12 7 9 8 10 12 f 5 5 6 12 � 4 4 5 12 12 8 4 � 12 7 10 5 12 6 12 12 3 � 9 7 6 5 7 6 12 7 1 5 / 1 6 12 . 7 6 � 1 200 12 4 4 5 / 6 12 � 4 5 12 4 � 4 5 3/16"0 1 48 12 12 11 B 12 6 4 / B 6 5 5 4 3 6 5 4 10 3 5 3 3 7 3 V A �� 12 12 12 10 12 7 4 11 8 7 6 L. 4 7 5 4 11 '�- -I'�% 7 3 6 4 3 4 3 8 V 4 ' 3 � � 6 r� 3 - 6 2 7 2 ELCO TAPCON -3/8" MIN. EMBED. A � /�� , /r, 5 ' 3 r /� �/ //• 5 3 3 3 /� L. j 92 2 0 0 4 //% J��/. � 1� /// /��.r / /�� / / /! ///.�%r� ✓� A 4 /// / // 4 # nl /ia /m a7. za ANCHOR NOTES 9. 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN 4 REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE STEE YPE. O CNNECTION DETAILS FOR IDENTIFICATION OF CONNECTION 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4 '• (MIN) WOOD STUD WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY 7 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. 10 EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE, IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. REQUIRED FOR DIRECT MOUNT (a 6" OR 12" SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLO IDA BUILDING CODE DATE • � v BY 4�i.�w7i� PRODUCT CO r • OL DIVISION BUILDING CODE COMPLIANCE // O FFICE ACCEPTANCE NOM -01 2-f • in • U o z CZ • Y U. J N w U u e • U U U w 0, Z w w o .= — C O N W > x m e >' • KNEZEVIOFI c9JFhS SW1� PL ftit WEER FL LIC6n No: PE 0 f)9 33 _2001 01:18/01 lfo;s.. oy a3- f(DJ: vJ Ceugn Dy i(cn.o.ec by) VP< v,K ar n o 01 -210 I sheet 6 of 7 COPYRIGHT C 2001 KNEZEVICH ASSOCIATES. INC. 12 6 12 [ 5 1 3 4 10j 5 : 3 12 1 - 8 4 4 10 //6 3'3 5 %/3 12 12112 8 110 12 619 516 12 3 7 4 1 5 7 / 3 (3,j 12 12 1 12 8 12 11 1 11 6 12 6 9 12 3 7 7 (V 3 112 12 12 12 ;12 12 12 12 112 12 10 12 6 12 8 110 6 4 1 4 1 2 1 4 1 7 [ 5 ; 6 11/ 5 1 3 1 12 5 1 3 4 9 O 4 3 10% 5;31 7 •13 8 /3 3 6 3:; 6 % 3 4 6 S 7 13 4 rz.% Av r . Ar/Z AV /A / 1/4"0 POWERS /RAWL CALK -IN W/ 7/8" EMBED. S. 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) 1/4"0 POWERS /RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED. nnn�mm�ll� 1/4"0 ELCO FEMALE "PANELMATE W/ 1 -1/4" MIN EMBED. & 1/4 -20 SIDEWALK BOLT >K llllgC In111111111111111> 1/4 "0 ELCO MALE "PANELMATE" W/ 1 -1/4" MIN. EMBEDMENT [laanilnlnnnnnm> 1/4"0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 DYNABOLT SLEEVE ANCHOR W/1 -1/8" MIN. EMBED. J 11 n 11111 n l n 111 n 1 nn 111111 3/16 "0 ELCO TAPCON 1 -3/8" MIN. EMBED. i\1111111n1111111111 2 ' SCREW ROD' 1/4 -20 ITW EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW w/ 2" MIN. EMBED 4 8 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 12 12 12 8 10 12 10 9 6 7 12 6 8 5 6 12 6 12 12 62 12 10 9 72 12 DC 92 12 3 F 200 6 48 12 62 10 72 9 92 7 200 3 48 12 62 11 72 9 92 7 200 3 48 12 12 6 3 4 62 9 ©© A 72 8 5 3 0 %//4 92 6 20 0 ///•'I// A �� /•%/ dr/Z/Zzv 48 62 72 92 200 • ? St AN NJA•j( SPAN TYPE CONNECTION CONNECTION 1 ; 2 3! 4• • :. :2 : �: 1 t • 2 3 1 4 5 1 j 2 ; 3 1 1 . 12 12 11 6 8 12 ; 1. 1 6 1 3 • S 70 ��• f 3 4244 121 7 11 121 5 1 1 0 1 1 . 6 12 9 18 6 10 j 5 j 4 8 % / 3 %/ 3 12 11 121 6 L8 121 3 X 7 1 3 1 5 125 9 4/ 3 6 3 j 1217[1115 7 11r 613 4 12 7 3 Air/ / 12 3 8 1 4 5 9 j 5 j 3 et, /� % / � 12 12 12 6 7 11 - 3 7 1 3 1 4 12 12 10 12 6 8 11 4 7 3 1 r A 12 I BM alrAl / ,OAEIV A, ©© E' A 11' -4.. MAX SPAN MAX SPAN ANCHOR TYPE ANCHOR f OH1DI�JLFi • i -•- • • • FASTENER MAXIMUM SPACING (INCHES)•RE j[j F OWI� bV�a 4RIO s,,,inSIGN LOADS AND SPANS LOAD (W) PSF MAX. 5• - MAX. SPAN CONNECTION TYPE 1 2 1 3 4 5 2" EDGE DISTANCE • • • ••• • • .. • • • 8' -5'i i •• • 1P -4"• • • • MAX SFFAN • MA AN •• .•. • CONNECTION CONNECTION TYPE •• • • 3" EDGE DISTANCE ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS O Q Z - 1— � v D X cc w F ANCHOR TYPE 1 -3/4" MIN F mail minam> 1/L."0 WOOD LAG SCREW W/ PENETRATION (SHEAR PARALLEL TO GRAIN) 1 -3/1." MIN E tRIZI nnMV> 1 /L"0 WOOD LAG SCREW W/ 1 -3/4" PENETRATION (SHEAR PERPENDICULAR TO GRAIN) LOAD (W) PSF MAX. 48 62 72 92 200 1. 8 62 72 92 200 3/4• EDGE DISTANCE MAX. SPAN CONNECTION TYPE 1,23;x.5 12.12 12112!12 12'12[12112;12 12 :12 1 10 1 11 1 12 12':7!819110 12 4 415 12 1212;12112 12:12; 9 ;12112 12;12! 8 111112 12:7;619110 12 31415 8' -5" MAX SPAN CONNECTION T YPE I 1 i2 3`45 I 12; 9 19 110[12 12 ; 5 1 7 F 8 9 12 : 4 1 6 1.. . 6. 8 1213 12 J • 14 15 12 9 1 7 110112 12:5;5 819 121LI516I8 12 3 351 6 12 1 L j 5 MAX SPAN CONNEC TION TYPE 1 2 3 1. 5 121 5 12 3 12 12 12 %1 7 7 5 6 4 5 4 4 4 4 9 7 6 5 5 12 I 5 5 7 12J3 1. 6 12 K ,4 3 5 12 % J 3 1. 9 7 6 5 5 ANCHOR NOTES 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN 4 REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 1- (MIN) WOOD STUD WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN EMBEDMENT INDICATED ABOVE 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9 . DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES 10 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE x REQUIRED FOR DIRECT MOUNT @ 6" OR 12" SPACING CO ON PL Y SPACING NOT TO EXCEED VALUE SPECIF JN ANCHOR SCHEDULE MNr:OVEO AS WITH THE SOUTH FLOR DA BMUILDING Y)NG L C DATE OLI ! Z / O 1 BY • ____ i • 4L PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFIrc H(.(. 0T3AIre rtn 7(I 1/- 0 N 0 0, u. LLI 0 < U cc • a w O 0 5 u. J LL • LL w i ,v ; ; w A 0 i Iw y = 1w uI u 11 z Z Zi ) § z F_ Y 0 u) m j R 3 u L .? ' N W $ S a iu 1R z )1=1; LL lri • 118 u z Y ,1 0 m-1 Z 1-1-1 2Q o_ C.) VI Q E gLi (0O Z� O 01 (( 1 V.J. :NE21! H 11illFESSIONAL INEEt1 FL LIcP.n0 No: P p ) 09113 .-, '-- t1A N 2 2001 /: [ a / 01,18,01 1 �r.•drw.,.,, by L AS NO,CO)l ev Oe5 by II t4.•r�.0 by V . K jl �'" Or a• no 01 -21 0 sheet 7 of 7 ••. • . • • . .•. • . • • •. •.• • . . • . .. •.• • • • . • • • . . • . . • • • • • • . • . • . • . • . • . • . ••• • • • • ••• • • •• • ••• • . • • • • • • •. • •. • • . • .• • . . • • . • • • • . . • • • • • • ••• ••• • • .• ••• .. . . • • •• ••• • • • . • " tiOS' 0‘0 • • • MMLA`MI -DADE COUNTY. FLORIDA MIAMI A . 1E;r : \O R 9•DE:L AL ER BUILDING • • • - • • • • Bali.13LNcr go C OFFICE \I I1.ACI.I:R 13111LDi\(; 1.10 ■\ I:S'l i l.: \GI.FR STREET, st:rrti 1(13 • • • • • • •• ;\ 33130-156:; PRODUCT CONTROL NOTICE OF ACCEPTANCE • � • • � ' ' (305) 37' ' "s • • ••• • Atlantic Shutters Inc. • ( .1 • )• � 11t.\( sr:( 15421 West Dixic Hwy. Bay 23 North Miami Bch ,FL 33162 3 FAN (3)15) 375-255s •• • • • •• •••. • • ivirol I!.\• 14)K•1•.\1•Ultr DIVISION • • • • • • , i1f � p l :\ (30-) - 7 •• • • • • • ••• • PROD( ("I' Z O\ 111 \•ISIO\ :30)5 375 -?')U2 FAN (305) 3 7•0330 Your ,application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County u,overning the use of Alternate Materials and TI•■pes or Construction, and completely described herein. has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. :ACCEPTANCE NO.: 01- 0124.15 EXPIRES: 03/26/2006 Raul Rodriutiez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COM[MITTEF. This application for Product Approval has been reviewed by the BCCO and approved by the 13uildinu Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. APPROVED: 04/12/2001 11s 04500011pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.conl Francisco J. Quintana. l...\. Director Vli iii i - Dade County BuiIdiui Code Compliance OInce Homcpagc: http : / /www.buildingcodconlinc.corn 1' • Atlantic Shutters, Inc. • • .•• • • • .. •. • • • •. .. ACgE1'tA 4C1Nfs. `.: : 01- 0124.15 • • • • • • . ..• • . . • ••• APPROVED • • .. •.• • • .. .. • • • • • • • • E3J 1 R3IS ; • . • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS .. • • • •• •.• •• 04/12/2001 :113/26/2006 . . • Notice of Acceptance No..n 0 ~, wliic : issued on March 4. I x)99. It approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of .Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 1. SCOPE This revises and renews the PRODUCT DESCRIPTION This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings.. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones. metal shields, headers and sills, must be protected against corrosion. contamination and damage at all tines. 4. INSTALLATION This 0.063" aluminum storm panels shutter and its components shall be installed compliance with the approved drawings. in strict 5. LABELING Each panel shall bear a permanent Zabel with the manufacturer's name or logo, city. state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1-Ielmy A. Makar, P.E. - Product Control Examiner Product Control Division • . • • • • • •• .. .. • • • .. .. • • • . Atlantic Shutters, Inc. ACC PT',A2stC lo:: : : 01- 0124.15 • NOTICE OF ACCEPTANCE: STAN1 4 1 tNI)IT1ONS Renewal of this Acceptance (approval) shall be considered afte.ea ec ke to • i cition Ims been filed and the P l' PP ) > J pP� ... .. original submitted documents, including test - supporting data, engineering documents, are rio older than ei.,ht (8) years. '_. Any and all approved products shall be permanently labeled with.t.hc manufacturer's name, city, state, and the followiit <g statement: ''Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and%or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval. has been requested (through the filing of a revision application with appropriate lee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall he provided to the user by the manufacturer or its distributors and shall he available fOr inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Noticc of Acceptance consists of pages I. 2 and this last page 3. ENI) OF TIIIS ACCEPTANCE 3 API 04/12/2001 .. .• .• • .. • • • • •• E `i l; PRJ •• • • • • : :. :03/26/2006 I Iclmy A. t0(akar; P.E. - Product Control Examiner Product Control Division • • N1fAMI DADE COUNTY. FLORIDA :'.11E1110:1 \F 4A BUILDING • • • • • • • • • • • BU1Lb'INCC`UDE CONtIalsIANCE OFFICE NIIiII(O - DAD[: FLAGLtiR !WILDING • � �4)) \\..41 Fj STREET. SUITE 1603 • • • • •• ;M: \ ii0:4 (3,ItI ),\ 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANC • •: •;• :(3113 us 375-2908 • Atlantic Shutters Inc. (OS) R.\( I.IC ENsINC: sE( ;31)513'5 - 2 2: 5 27 FAX (305) 375 -255s • 15421 West Dixie Hwy. Bay 23 • • • • • . • ••• •• • ••••••• North Miami Bch ,FL 33162 •• : erli .1�\c�rc►lia F•ow :NT DIVisION Rp5 2941 (305) 375- ' -')0:1 •• • • • • • •• •• I'I(ODt'(71 (Y)N•FI(OI. DIVISION 13051 375 - 2902 FAN (305) 372-e339 MIAMIDADE Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. APPROVED: 04/12 /2001 1\ s0450001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonlinc.con) ACCEPTANCE NO.: 01- 0124.15 EXPIRES: 03/26/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SF,E ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIi\11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildingt! Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. Francisco J. Quintana. R. :\. Director Miami -Dade County [3uildint! Code Compliance Office Homepage: http : / /www.buildingcodconfinc.com PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date `'t' 0 0 Job Address 127 r.. 61- ct 4 - ST - Tax Folio Legal Description Historically Designated: Yes 6,c1 / J No Owner/L / Ten nt l �� r., (4. . 2 0f .•� j,4} -� Master Permit # ` 1 �� Owner's Address l 7..'7 0 /✓ cp.( —, Phone 36 ') S ? - b b g Contracting Co. © rJ a- -R Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION (( 0 t.Pre-t SOcv., L WtNb0w -t (; calg Square Ft. 15 0 uSl �S Pr6°Ri ✓ 6-4 w .✓ o Estimated Cost (value) 2.J'0 n , WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. -)4 1 A Signature of owner and/or Con President Date Notary as to Owner and/or Condo President Date My Commission Expires: LQ. 1 FEES: PERMIT 0 RADON Signature of Contractor or Owner-Builder v Date (t)761- Notary as to Contrac or Owner- Builder D4te X79 o7 My Co C.C.F. i 1 8 u NOTARY - lreSWRCIAL NOTARY SEAL % 4 OF ��O� 4:,,r16}flar DEC. 17,2002 BOND TOTAL DUE • APPROVED: yI� fi, Zoning Building f' 1ff Electrical Mechanical Plumbing Structural Engineer FLORIDA SCREEN ENTERPRISES 15201 NW 34TH AVENUE, OPA LOCKA, FLORIDA 33054 -2449 PHONE (305) 687 -0424, FAX (305) 687 -3008 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official To Whom it may Concern; We are the Dade County Notice of Acceptance Holder for the 450 Series .050 Aluminum Storm Panel under 97- 0212.02 This letter authorizes House of Windows to use our 450 Series Aluminum Storm Panel under 97- 0212.02 to be used on the following job: Bruce Rosenthal 1270NE94St Miami Shores, Fla 33138 John J. Gusmano Sales Manager This form must accompany the application for the building permit and shall become party of the permit documents. The authorized signature must bear the raised seal of the company holding the Dade County Notice ofAcceptance MANUFACTURERS OF QUALITY SCREEN AND COMPONENTS METRO-D40E PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Screen Enterprises 15201 N.W. 34 Avenue Opa Locka FL 33054 -2449 Your application for Product Approval of: 0.050 " Aluminum Storm Panel (5052 -H32 Alloy) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Florida Screen Enterprises Drawing No. 96 -501, sheets 1 through 4 of 4 dated 12/06/96, revision #2 dated 01/22/98, signed and sealed on 01/26/98 by V. J. Knezevick, P.E. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0212.02 Expires:03 /05/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 03/05/98 Internet mail address: postmaster ©buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE 0. r METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Florida Screen Enterprises ACCEPTANCE NO.: 97- 0212.02 APPROVED : MAR 0 5 1998 EXPIRES ; MAR 0 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.0 DESCRIPTION This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2.ff MATERIAL CHARACTERISTICS The storm panels and its components shall be constructed in strict compliance with the approved Drawing No. 96 -501, titled .050" Aluminum Storm Panel; Florida Screen Enterprises, prepared by Knezevich & Associates, Inc., sheets 1 through 4 of 4, dated 12/06/96, revision #2 dated 01/22/98 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These drawings shall hereinafter be referred to as the approved drawings. 3.0 LIMITATIONS The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details, sections and schedules shown on the approved drawings. 4.0 INSTALLATION 4.1 This hurricane protection system must be installed in strict compliance with the approved drawings. 4.1.1 Fasteners must have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.1.2 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5.0 IDENTIFICATION 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 ". 6.0 PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate prints of the approved drawings clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. P Helmy . Makar, P.E.- Product Control Examiner Product Control Division -2- TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (104" SPAN) SATISFACTORY CTC #96 -041 Max. 2.75" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (124" SPAN) SATISFACTORY CTC #96 -041 Max. 3.25" LARGE MISSILE IMPACT TEST • SFBC PA 201 -94 (144" SPAN) SATISFACTORY CTC #96 -041 Max. 4.00" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (104" SPAN) POSITIVE +78.0 PSF CTC #96 -041 +60.0 PSF CTC #96 -041 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (104" SPAN) NEGATIVE -97.5 PSF CTC #96 -041 -75.0 PSF CTC #96 -041 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (104" SPAN) POSITIVE +135.2 PSF CTC #96 -041 +90.1 PSF CTC #96 -041 Max. a design 2.0" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (104" SPAN) NEGATIVE -135.2 PSF CTC #96 -041 -90.1 PSF CTC #96 -041 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (124" SPAN) NEGATIVE -83.2 PSF CTC #96 -041 -55.5 PSF CTC #96 -041 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (70" SPAN) NEGATIVE -234.0 PSF CTC #96 -041 -156.0 PSF CTC #96 -041 DESIGN PRESSURE RATING: Length / Minimum Separation from Glass / Anchor's approved drawings. For Maximum Design Pressure / Maximum Panel Type, Spacing Schedule & Embedment, see the 4 . Florida Screen Enterprises ACCEPTANCE NO.: 97- 0212.02 -- APPROVED : MAR 0 5 1998 EXPIRES : MAR 0 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7.0 TESTS PERFORMED: 8.0 EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Uniform Static Air Pressure Test and Cyclic Wind Pressure Test of 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC #96 -041, dated 12/15/96, signed and sealed by C. G. Tyson, P.E. 8.2 Drawing: 8.2.1 The approved drawings. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 10/30/96, for aluminum 5052 -H32 Alloy, by S C Metals, with chemical composition and physical properties. 8.3.2 Tensile Test Report from Certified Testing Laboratories, report # CTL - 055C dated 01/14/97, signed and sealed by Ramesh Patel, P.E. 8.4 Calculations: 8.4.1 Comparative analysis, sheets 1 through 30 dated 02/07/97; calculations, sheets 1 through 21 dated 10/30/97; calculations, sheets 1 through 13 dated 01/26/98 by Knezevich and Associates, Inc., signed and sealed by V. J. Knezevich, P.E. Helmy A. Makar, P.E. - Product Control Examiner Product Control Division -2a- 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) and this last page 3. Items 10, 11 & 12 listed below only apply to Qlazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. Florida Screen Enterprises APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. ACCEPTANCE NO.: 97- 0212.02 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention,'Chapter 36 of the South Florida Building Code. 1-I Helmy A. akar, P.E. - Product Control Examiner Product Control Division END OF THIS ACCEPTANCE :MAR 05 1998 MAR 0 5 2001 MODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. G71 West 18 Street Hialeah FL 33010 Your application for Product Approval of: Series 800 Aluminum Awning Window. under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and "Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along wi4 Drawing No. W98 -21, Sheets / !Ism 4 of 4 . has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. "Phis approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendmeilts to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0317.08 1!.xpires:09 /17/01 'F11IS IS TIIE COVERSIIEEI', SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application l'or Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Appro cd:09 /17/98 -1- Internet mall address: postmaster @bulldIngcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2900 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rod . igucz Product Control Supervisor 1l cs f5anger, - I Director Building Code Compliance Dept Metropolitan Dade County Homepngo! htlp : / /www.buildingcodeonllne.com Yale Quoit II\1 tIiufaclurcr Co. ACCEPTANCE Nn.: 983_11317.118 APPROVED : _._ S�_� 1_1_ _ I?YI'Iiti . s • St.P 1. 7 Z(1(11 NO'T'ICE OF ACCEI'l'ANCE: SPECIFIC CONDITIONS 1. S(. :O1'E 1.1 This approves an aluminum awning window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SE1{C), 1991 Edition li►r N1ian'i I)acl� (.'ounty, for the locations where the pressure requirements, as determined by SF 11(.." (.'haptcr 21, d( not exceed the Design Pressure Rating values indicated in the approve(( drawings. 2. 'I'ItOU(1C1' DESCRIPTION 2.1 The Series 800 Aluminum Awning Window and its components shall be constructed in s(tic•I compliance with the following documents: I)rawing No \ \'98 -21, titled " Setics -R00 Alr'n'inun' Awning Window," Sheets I through 4 of 4, dated 03/03/98, wit(' revision A dated 8/25/98, signed and sealed by 1Iurt'ayoun I arooq, I'.G. hearing the Ivlian'i -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Mian'i- lade Comity Product Control Division. These documents shall hereinafter be referred to as the apptovcd dinwiugs. 3. I,IM I'1'ATIONS 3.1 This approval applies to sing.;Ic unit applications, as shown approved diawiugs. d. 1NS'I'AL1,ATION 4.1 The aluminum awning window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of This unit will require a hutrir.anc olection system. 5. LABELING . 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and lnlIowing statement: "Miami -Dade County Product Control Approved ". 6. IIUI (.,I)1NG I'EItMIT REQUIREI\'IENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6. I.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approval drawings, as identified in Section 2 of this Notice of Acceptance, clearly narked to show the components selected for the proposed installation. (.1.3 Any other documents required by the Building; Official or the South Florida Building (.:ode (SI BC) in order to properly evaluate the installation of this system. MM'1ani � P.E. I Perez, Product ('i Examine, I'toclticl Control Division Pale Ot( run I\Iartulacluret Co. 9. This s I Iotic e of Acceptance consish; of pages I , 2 and this list page A( I I' I AN( is Ncc 98- 0317.118 AI'l'ltO\'r;l) SEA' 1 1 199 t;�l't1tl ;� , ,;1".1 ) I '1 ?11111 N(_) 1•ICE OF ACCEPTANCE: ------- S:IA\NI)Altl) UONUI IION Renewal of this Acceptance (approval) stroll be considc'tecl after a renewal application has been filed and the otil,inal submitted documentation, including test srrppotl1II P d ;tla, c'nginreiinf! documents, ;u, no older tlt;tn eight (R) yc:u.s. 2. ,111y and all approval products shall he (permanently labeled will► the tnanulaclruer's name, city, slat and the lnllnwiig stalcntent: "f\•lia11ti -I)adc County !inutile( Comm' Apptn"ecl ", or as specifically stale(( in the spccilic c.onditi(ns of this , \c: Lance. IZcnew;tls of Acceptance will not he considered if: :a) "('here has been a chatit;c in the South Florida Building Code.. I(leetint, the evaluation of this pr0ditet and the product is not in compliance with Iltr code changes; h) 'I he product is n0 longer the same product (identical) as the one nt i f,in:tlly approved; n) If the Acceptance holder has not e.ontplic(1 with all the requirements of this acceptance, ine•ludini the correct installation of the pro(luct; d) 'Ilse engineer \vim originally prepared, 't igneel; scaled the talnired documentation initially submitted is no longer practicing the engineering profession. '1. Any ((:vision or change in the materials, use, 811(1101 Inan,tfacattte of the product or process shall attlutnatically be cause for termination of this Acceptance.', unless 1)1101 wiiltcn apptnval has been requested (Ihtough the filing of a revision application with appropriate fee) and granted by this 0111' 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. 1►) l\lisusc of this Acceptance as an endorsement of any ptu(Iuct, fnt sales, advellising or any other purpose. (�. I In' NNInlice of Acceptance number preceded by the ■utds Miami I )ade County, Flo' 1118, :11(1 10th'.'•. by the expiration date. may be displayc(1 in advertising literature. Il any pot lion of t 1 lirlic e of Acceptance is displayed, then it shall be clone in its cntitety. 7. A copy of this Acceptance as well as approval (hawittl,s 811(1 other documents, whole it applies, sha he provided to the user by the ntantlfacttner or its distributors and shall be available for inspection a the lob si(c at all tithe. The engineer need not reseal the copies. it. Failtue to comply with any section of this Acceptance shall he cause fit lertniltaliin and tc ntoy:tl Acceptance. ) _._.)/.- .6l,(,(6(z.k._:2....)-1 . __ . _ _ (violin .I Perez, I'. I�.., I'tndoct ( :onl)ctl I :xatnine, I'rod0 :t - Control I )ivision ( I?NI) OIL '1 A( :( :I ?p'I'AN( :E L ' -. >: ET: • E. X >: _ F ; :16 :26 — • . G f J 0 . E; • U \/ • 1'1.- • ,,. . " �IL`k• uLNORS SEE _1v 4 7 - ,A cpnc :rG •: 1 zz F'• A I • t = CR SPac.INi - YPZ .AL AMCMORS - _ _ -- CR SAC :m1 • YVUUt: CUcX.S IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM To THE BUILDING STRUCTURE. ANCHORS: INTO 2BY w0C0 BUCKS OR WOOD STRU'CTJRE g 12 X 1-1/2' SUS THRU 13Y WOOD BUCKS INTO MASONRY OR CONCRE'= 3/16 DIA TAPCONS WIT:^ ' -1/4' MIN. EMBED INTG M-,SCN?• SEALANTS: FRAME CORNERS ANC VENT CORNER SEAMS TO SE SE.A`EC WrTH 'SCHNEE MOREHEAC 5504' SE.ALAA'. DOUBLE STRc4GTH ANN. (1/81 GLASS wCOS 3t.0 >• IW gim , mi- Engr. CM r'UwrCUN Fwi000 STRUCUM FtA. ? °_ / t0.:=: UG261998 .2.0 MAX GLASS B:TE VENT TOP /BOTTOM VFNT JAM EXT=ERIOR GLAZED wrTH ROLL FORMED ALUMINUM GLAZING BEAD AND 'SCHNEE MOREHEAD 5555' ADHESIVE BEDDING COMPOUND G!j DC: _r." .r G. I I F i . i o •: 2 crowing no. W98 -21 4^__• 6 , .937 - -.062 I� 1 9:2 F•PAAV: u =Si 1.000 i e CI . • .062 TYP.- vFN'T To 1.000 i 1 1 . .S37 JI U L_ UUUU -j .082 TYP. I .867 I CENTr & TOP VENT BOTTOM 1.000 '— ! ! r�_J! .408 1 � — T .28' - .062 TYP. 20 v=� BOTTOM .35: :.•° • .9122 NI II 1.990 -.062 TY?. I —1 .938 — • 2 1 5 — Iry .91: '..566 -- -.062 1.000 — 1.312 — !MIN 0 PART / pualtsTT !A . 6 I 8 9 1C I L 1' IS 16 18 19 2G 21 22 23 24 23 26 27 29 36 33 YE -3 2 YE -1 3 »-918 YI-917 YE -2 YE - 1A Yr-A YE -3 YE -18 rr -819 r_ -8 Y14-909 YE -10 YE-6 n -806 TH-803 Y14-610 YE -59 YF-8O8 1'1! -815 YM -903 TM-801 YM-626 YF-6 TM-904 YH-820 TM -807 TM-921 87-816 TIM -814 YH-813 YM DZSCRIPTION 1 FRAME HEAD ALL% (6063-T33 WENT IV`-NT T,^p AL311 (6063 -Ts) 1/VEN7 33..3 vEAT)ERSTRIP°?(G L:35 x .253') 1 FRAME HEAD VEATHERSTRD CM X 200) AS REDD GLAZDG BEAD 1/VOR CENT 1 T09 VENT BC7TCM 1 BCITTO4 VENT BOTTOM 1 FRAME S^... 2/VDC 2/VENT 2/VEYT 2/VENT VML' GE 2/VENT 2 V JAMB 2/VIDOv AS REID. 2/VENT VBAR 1/BAR 1 2 2 1 AS REDD. VAM 2/VENT 2/VENT I/LDCX 2/14114M AS RECD. VENT LCEXING PIN I•INGE LD(X RIVET •E• RING CAM LOCK CONNECTING LDoC ARM AIDE BAR BCT1D( PIN ATV OFFSET ANGLE OPERATOR (U1 OR RW CROSS SHAFT ARM CROSS SHAFT BEARING CROSS SHAFT =REV • 10 X 5/16' CROSS SHAFT ARM PIN SLIDE BAR PD4- PP SLIDE BAR RIVET SCREEN SVIVEL C� VENT HDNGE RIVET HINGE LDa( RIVET BLSHING YAn ZIAL VINYL VDAr_ ROLL FTRtED ALA ALI.It 06063 -Tr5) AL11( (6063 -75) ALum C6363 -T') VENT ,JAMB ALUM. (6063-T3) VENT HIMCZ HD(Z LD4K ALUM. (6C63 -T6: ALUM. SLIDE BAR ALL% (6063 -T6) CE1rE_TI45 LINK RIVET ALUMINUM ARC STEE. ZDC DLE CAS" ALL% (6363 -':5) ALUI(MJM ZINC DIE CAST ZDC DM CAST NYLON sTEZ PLATED STS+ ALUMINUM ALUMINUM ALUMINA( ALUMINL M ALUMINUM ALUMINUM NYLN 11117./TOST ll TIFTC,4 oR EONAL irroN OR COUAL VIBORG OR EOUAL V13ORG OR COWL FLORIDA SCREE!( T IFTON OR EOJAL TIFTON 0R EOUM. TTFTOM NR EOUAL TIFTOI OR (DUAL YALE OGRCM FAL ALJM. ?AN- AMERICAN YALE OGRO( FAB. PAN- AME SLIDE BAR RETAINS MYL".J( M 1 M PLAST'^.-S FRAME JAMB ALJII (606 T1 TIFTON 0R EQUAL YALE OGRE( FAB. PAN - AMERICAN INTcEi STATZ SCREV SOUTHERN DIE CAST YALE OGRO1 FAB. PAN - AMERICAN SOUTHERN DIE CAST SOUTHERN DIE CAST M 1 M PLASTICS GALVANIZED INTERSTATE SCREV P AN - AMER PAN - AMERICAN PAN - AMERICAN SCREZ( OLD' RIVET CAM LOOK RIVET PAN - AMERICAN PAN - AMERICAN M 1 M PLAS TICS v+qr. 3R .UM.A L.ti ,AR000 $IRi;C!URE FLA. ! rn i'• r. • • r+ x-03 r, •C O z n v U m z z < 0 'r 0 N < d ►- G - JOu n ! ng: 10 < 4 : : _ g '� W •• � ^ li i L2'l of ,. crowing nc. W98 -21 .sneer 3 of • 3 OP 2 B _ WC:: — — — — • ! .: 1 ....... • 1 . . _ . . ,...,, .: ., ,........ • , , ,,•• ..„. :-.:, ,„,• - ! • ,.., ,,.......„ , _, •,-- \,,,. ••-- 1 rl ., L.: : •' ' .; • I I • • 1 •INDON. VID Fr, EXTERIOR 114 SHIM MAX. 1. • ; • t • •T'fPICAL ANC-CRS !SEE ELZ.V. AND CHAT I FGR SPACING VC D BUCXS /C..7 rc YALE CGiGN MUST SUSTAIN IP53 .2A2 . • v \ VENT CORNER ASSEMS! Y FRAME CORNER Acc:=MR! FRAME AND VENTS ARE ASSEMBLED USING STAKED MORTISE AND TENON FABRICATION c co 0 co ;! ! .1 ci • 1 ; ! . ! crowing no. • W98-21 • snee: • 3 • ! If DIMS. INIAOEF: OF NUMBrE OF 1AN.'.ito"...: - -- - , : DSE-ANNE;s1.EI: G ..:::-.,-.. i...: .. VEN73 y": ...:,• 5.:-:"E E : .,i,-,,,7 73.i 6 r. , c• r . ......., 5:.0 3-3./ 37' 62.3 . I4E_L" 6.3.3 162.E 2 = 633 50.1 ■ 53.: 37' 4 1 4 63.3 1 142.5 4 63.3 102.6 e z 63.2. 73.6 4 4 49.6 49.6 15 26-1/2' 37' • 52-1/6 63' 5 - 63.3 142.5 63.3 102.8 5 63.3 73.6 5 5 49.5 49.5 19-1/8' 26-1/2' 37' 53-1/6 74-1/4' 6 5 63.3 139.9 6 5 63.3 101.0 6 5 63.3 723 50.0 50.0 BASED ON FTL-1827 DAM 12-30-97 TEST SZE 53-1/8" X 74-1/4 (6 VE(rS) TEST LOADS 4 +75.0. -75.0 PS:: DC.N LOADS +50.0. -50.0 PSF WATR INFILTRATION TEST 9.5 PSF TESTED CLASS - nss-ANNsAux, NON-IMPACT RESISTANT DESIGN LOAD CAIPAC. - D • ■ En yr OR. mmAnDuw FAROOD SIRUMIRES • • A.A. PE 18557-, AUG 5' 14AX. frP. 0 HEAD 1c SILL %IC' W:" :/4" 44i ' DSE ANk. ■■■■ • , ! • - r" , . • • [ • TYPICAL ELEVATION NOTES', 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORA 8.D144.: CODE 1994 EDMON FOR DADE couhrry. ALSO FOR WIND LOADS AS PER ASCE 7-88 USING CORRESPONDING LOADS. 2. WOOD BUCXS "( OTHERS. 14US7 BE ANCHORED PROP' TO TRANSFD1 LOADS TO The STRUCTURE- S. ANCHORS SMALL BE AS LZT.M. SPACM AS SHOWN ON Dru&s ANCHOR DAM:WENT TC BAS z MATMIAL SHAL: BE BMW.: vik,;.. DRESSING OR STUCCO. APP OAT' Erf P7ODU:, 7RX O'rE Oh ;;FTAHCE Ni l- t.'. c'' . 9, i ••-• -.• ,. < ...I ;. i ; . . . . )i • iZ : : A II :D.:- -§: : :‘ : 1 < 0 O v. 1 , a g 8 I • - tu_ 0 -...,„, ., : Z 0 .5 7 • I 0 0 - -i ,••• r co 0 0 . • 41 La 36 g < r..... J i E -I •- • w )- 40 = te. ! 0 , i I • 4... c • :.: c 3 --- .. c •.__ .. R. e.. , r ..• .t. . I •< ; ,.r: : ' ..... ....-- • ', /.. .• z ..- z- .. r<r.. - . 3 = sn • I: shoe 1 of 4 MANUFACTURING CO. INC. JAN : 29 99 10:12 1 -26 -9? Sincerely, To Whom It May Concern This will verify that House Of Windows (Hialeah, FL.) is an authorized Yale Ogron Distributor. If there are any questions regarding this matter, please do'not hesitate to contact us. Yale Ogron Mfg. a Valladares ,General Manager 671 WEST 18th STREET • HIALEAH, FLORIDA 33010 PHONE 305 887.2646 FAX 305 883 -1309 JAN,22 '99 11:54 r MIAMI -DADE • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ' METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1363 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 373.2908 Yale Ogron Manufacturing Co., Inc. CONTRACTOR LICENSING SECTION 671 West 18 Street • (305) 375.2527 FAX (305) 375 -2558 Hialeah FL 33010 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County goveming the use of Alternate Materials and Types of Cointtruction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code: The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98- 0923.02 Expires: I,2 /28/2001 Raul Rodriguez Chief Product Control Division . THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:01 /14/1999 • p laterag mail address: postmaster ©buildiugcodconline.com a l''F;S «,, r�v.°i ::flA luar {�Tfi�l'r...b•iA 9:'.'�.. "d!` •. 1•''it - ;!;.r',N ;, r:S!!•, rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office me • Homepage: Illtp://www.bundlngcodeonline.com 4y��{tp +.try ... 4 • •t r; ;. - •:2 � •;1 �.. .::1: gtr:i ^;�Y? '!!: "�st 'v + l ';` *D 4411 hs• 'JAR 22 ' 99 1 1:54 Yale Ogron Manufacturing Co. 1. DESCRIPTION OF UNIT 1.1 This renews the Notice of Acceptance No. 95 - 0515.09, which was issued on December 23, 1995. It approves a structural mullion system as described in Section 2 of this Notice of Acceptance for the windows specified below, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2 PRODUCT DESCRIPTION 2.1 The Unclipped Aluminum Tube Mullion System is an extruded aluminum rectangular tube structural member used for top - and - bottom and side -by -side installation. Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No M95 -06A, titled "Mullions Details ", Sheets 1 through 3 of 3 dated 11/20/95, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS • 3.1 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance. • 3.2 The maximum mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size mullions. 3.3 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The unclipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING 5 :1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REgUIREMENT'S 6.1 Application for building permit shall be accompanied by copies of,the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. • 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installat n of this syste APPROVED : JAN 1 i 1999 EXPIRES : December 28, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • - .t arty -,r t) A, ��. Y��,?:�� {r, t:�, .2 )r `' ••�a✓,�N�.;s�',fi4 ?�..Y�tr�7�+Y S� t� q r,. is+ t i. � t.�� ,s�.rlN �d�'�N�il;t l4+t�, — `��.n"'Y'li of Man 1 Perez., P.E. Produc Prod . trol Division ACCEPTANCE No.: 98- 0923.02 ntrol Examiner JAN. 22 '99 11:55 • Yale Ogron Manufacturing Co. ACCEPTANCE No.: _ 98- 0923.02 JAN 14 1999 •1 . Manuel Product END OF THIS ACCEPTANCE ,3 of3 APPROVED Division PAGE.003 EXPIRES : December 28, 2001 • NOTICE OF ACCEPTANCE STANDARD CONDITIQNS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products sha!' be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance.. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shalt be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 1 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. lG'1-[e UP S, erez, P.E. Product Co Examiner ii�+'Fa } W d CONTROL D1VTST E ODUPUANCE 4.000 6.000 I I+— P.000� TOPICAL r 4OOW FRAME INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. TYPICAL GLAZING PRODUCT STFP 1 DETERIOK OES1cAi LOAD RAUIRED PER ASCE 7 -08• FOR PNITJCU1.M OPENING. i STFP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING AOOVC LOAD REDUIREALEXTS. STEP 3 USE CONNECTION TO MAXON AS PER PRODUCT APPPOYAL STEP 4 SPECIFY OWTIYUM SHIM SPACING, WING CR/APHS ON CT 2 ELECT MULJJON 1\ZE WIRY STEP 5 O�saGa M iW C MO SHE Twit C ESR7! S WA0 SPE GFIE D W STEP 1 MOVE. STEP 6 USING ANCHOR TYPES OH SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SET,ECT ANCHU TYPE WITH 071ISR MTINC MORE THAN THE DESISN TOMS SPECPTED tf STEP 1 ANNE. 3.000 4000 .MULLIONS CONTAINING TYPICAL GLA7IttG PRODUCT$ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROWAL FOR FASTENERS SIES M+3 SPACING • PRODUCT RENEWE D mono AS COMM tsm THE t win OtIDA V19 CMOE AOCEPTANCENO. 1.8_0e03--.0.7._ O 11014 DATE RECTANGULAR ALUMINUM TUBE MU WON $ USING MULLION PROPERTIES ONLY NOTES; 1. ALL CLAZINC PRODUCTS USED WITH THESE MUALO.Rs Must MEET THE APRJGBLE OADE COUNTY REQUIREMENTS LE. WIND LOAD, MR & WATER INFlLTRATION. FORGED ENTRY RESISTANCE SuFECUA10S ETC. 2. ANCHOR E48EDMEXT TO BASE MATERIAL SHALL DE CEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONOR10NS NOT COVERED IN THIS SU OMITTAL SU6IECT TO SEPARATE ENLVTEFAING REVIEW 4, ALL. W.LLOHS TO EE ALLOY 6063 —T TNGINE03: HUNAYOUN FAR000 PE j 16557 N. A PI IA fl MEEE O ------- ... MOIMEI•EE M ■I�EIeeleeleeee■ Tft�►ta*e.Et�i� ©11eE�1 1 EI.1 EEEEi e 1 • EEEI r EEE1 t EEE� EEEEi ■ ■ ifme1Em1mE m g mummu..... ■mmum eE1. mum mummunummumm I momMommummom mmummemmumm 1111113111111 41;M: EEE�E1E11EEEEII111■ 1eeC.EI.IEEEEi■ I �eueeeewsimm amapeeeeeemm plimommmomma CMEMeEe■ ,2 40'; M.1l1. 11.19C •i nsn • 20 30 40 SO 60- 70 00 TRIBUTARY 'WIDTH I.1 ES ANCHORS TYT•E A,O, on c 0642"04 PR04>iJCT _ mut.CION LOAD CHART CLAZWC PR00VCT AULLIOC $P a CLAIM PRODUCT HORIZONTAL I.NLUGH TRIBUTARY WIDTH = w1 a W2 2 Y1 TYPICAL MULLION ARRANCEMFNTS PULLIOV L000 MART rEEEi11EEE *LI tww•' -ut a EI•_EE1t 1_ ___ -•� WINIEEE1rEEEE�a MJ3WQ1X MMWMUMMMOMMMO MUMMOMMWOOMMO m al EEC 1 EEE1 f e EEE ;11 EEI r m EEEu■ w- ami1EI,>L1IEEE mmomEEE o fl ■.,1(Immuloomm III °� ■1�E1.1a ►�e1rtEEEEi /� \�/ 4 ° E1•EEEI<rEE MEI1►MMEO11AMO MSOMM\ieseRee E�EEEE�MEEE11OrM n M EEEEIf1MIEEE O EE1!1EnsEI ANO MO eA1ON1EE#E11.!■ ►rE1•■ " ME#It!1E1Ei OMMOOMICVE# EE1►1e ■111 ■ ■`y01 I♦ANCI♦1♦11111ts n <EI1fMMEMMISEE WLINSI 11 20 39 40 SD 60 7 0 ea TRIBUTARY VIOTH . IrcHLS CUZINC PR9000S ANCHORS TYPE &a, OA C r VFA1ICAL KTR1t0M{ GIAzwc PROOacT TRIBUTARY WIDTH 2 rt1- LOAO CHART ii •ali ' l , li t. T1AC 1117atg&iLl m'.IIIII,1 E11eEEEimum avmEEE1r lamEEE1fu1.1e EE UEE UMaE MM1ZN2 MMEMMOIMMIMMEN tta»ar EEEI•EIwEE U ■1■ E11>lUMMAE er UMMEEEEEEEEEEie E#E1t� ■ ;e�lE1•E1�i1,ee■ 11M1 IMMMOEEEi {EI.1e1 eUtoEEEE \eEI•i•1U7M eEI•M1•\M1 \MUMMI.1 ►aeee.* eEE1A,r1EEE11Me■ i fm/mn1EECteEEEE11■ m1e►11R\11EI1iEI mo ■a1aftr11ai•EEEEi■ mummammammcm a momma 1e►ae■■ ■a > : miEEE1fEEEmeEE mmo m. ■ monsmEEEI mm 20 30 40 GO 60 70 00 rAT 11IOTH • It+CtCS A/CI-CR L400 CHART £4CiA44 T1PC A ■ee tletEEEEII EEItEEEiee■ EI111ee$tMII ae1■ E#1 f 1 e E1 • EEC 1 E1 • e E EI.1 EEC ■ UMMM UMMEMa lla mue!i e1e E1`umeEEEEie ■mum a re7EEE1fEE�EEEE1<ee ■umm �1mumm11■ mama mmu'E1e111111 mumeueeEEEEi1■ 11r'u'EI• e1eeE1 um mmiE jji1EEEmEIEEEEE mm numaEaEEC1ee1EEEEi ° ►11A\+i E9E#+:mEE#E1IEE1fEEEi1 mma li1mis1igEEEE1l■ ee sN .ilNiMi 1.t 20 30 as TRIBUTART 0 P4 0 7. 0 E #1111E1L1ELlW1E41c'm►!N1 ■ EEEE� n 1' EI • EEEEEi> t n u ►1 E11 r ■ muna ►1fEI isaEE>,11 ilm immamismOammem ■E1•E1fULIM►\EIl1► IIIMM ■ e emu EEEIfm► m m e n ■EEEEiEEmmaymo,E 11 enen► •, ne ■ilim1\EI,\11E1i7E1!E1lpi Ei•mummommakiiam e1e1EI.1►EE1L' i,EEEBSU ■UMME ME1t>< M1MIN EEEE1fEum eEmows \EEEE11 EIS1•E1ee1O►WI1 ■ EEE1fE1•EEEEIIE1•E1•mE1.1,a1a`. MINIUeeleel\\ e 1 EEEEi EEE1 t EEEEEI <> • E1. e e e EEI f M anOio 1i T1PC C SO 60 TO 06 vIOTH - IrUES ONUA: HU4 MOUK $M 0X PE / 14357 FjFI:QC> 0 r n9 •o M95 -086 'heel of 3-C s0 60 70 e0 YIDrH - I2ci-E5 0 z J II.LLICN LOAO CHART r'.i•,i /4• ,um. mUOC ,S • B " ■ OVEEIlEI•►1eI►EEEE mama aE#t1EIiuE1•EEI•mR IaEI11 uppoomminummu mommumwommimus t1 f e ►1 f e t e U 11 EEEI t 11 ■ E111eEEEt <IeU1eEEEt,E1•eEEEEiiMM 11E1USEEE111leeMeMMI E## itEEEEEiOMUMeli,lee►` ■M11.1ea /1EI.111 VMMIII MMIIII,7WaIIIIIf'a 11UM1EE MaEMaEISE M ▪ MMElleeEl•MMOMee■ EIf1e1NME1I11,ie1 1►\IE NUee►1MMIM w 1 1lM1•ME1eEEEE1lEWEEEEIt1 O UMNMEMMUMMEMM • 1E1•EE TES MEMMUMMME EEIti11e1t 1e.SIEEEEI<e1 0 T7 0 N 0 A.tHDR LOAO CHART A=EPTAA'CR 2XPIRA170N DATTS .•_ . . i 29 30 40 50 60 70 00 TRIBUTART VIOT4t • L CI ►11EfEEEE1iNEEEE►e E111W1`G117MU=._... .1ta111UMl\\1e11e11 momi;ililt E1 mum UUMMI►1►5\\eUME M I11111E11►1•m•E1•C• m■EE mm Eltl'BilEl rE1•l1.11\EI•EEI INEM !mom :epEEEommeme s\1.m E11EEEEItmmores mhummmummaimm ■Eil►,MEI•e\I<itE N E1•E1MMOMMEEEE MICUM1 ■■BMWMEEEE11E1.1►`SO ■111M ^M1OEEE MUSIUM ■e■EEC nNMMl•MU1E#It EEEEiEEEElIee\M,t►EE OMM MMERENNIOBWMUM ■E1sE1MEMMITIORMEO Ueeeeeee,►`SOM 1ee>•> MEMOM_ -Sa 0 R0 `.0 s 60 70 ev 2 30 a0 ' _ J�Id04ED As COLIP lTIN6T t T SOUTH ILORLOA f1VIL0' ps:T N 0 0 41 mums � _ EEEEEIE EE ; ..., Mis rm itE#EIt ■ ►�E#E�EEI►�e1 ■es1alE1•emeu111■ I nnii► iu*UR1om EI11ale maue►EEEE1lEEEEmi11 isnlimumwmapluibm aral\ea1wEEEEEIml11l► RINIMMUMMEMMUM 11IIIM1eMISIIMM►M IIIMMEMUM ., E� MEEE1fEEEE�EEEti e►tE1.1E#E#imaimEEIimmil 1 11•EI• ►1►MSNMOM/ ■OMMOM>,OeeeIN. eeEEE11Me►1eEEI.UEE WOM eEEEE MEEEE MMONEE11tmEEEI n MUMUMMIMMEMMIN ■11E1•ee ∎WEE CM Ei• N 0 4. 0. • 0 o J 00 N a O • a- 0 4 20 30• 40 SO G0 70 00 TRIBSiTART VIOTN • I OIE CCU P Ahrad nT PRO COP(TAOI.Of m' auno wC CODE c ru* TCE OrnICE B UT IIM r �• DCOMP aEIAN • • .4 ACCEPUUICI 119.25'b. t FOR M4CIVRS DESCRIP ION SEE SHEET_ 3 OF 3,- PR.LLION LOn: COT ANCHOR LOAD CHART c • A )NCHORS TYPE 2 X 2 X 1 /e ALUM ANGLE . -i raw ng na. 95 -06A sheaf 3 or 3 2X 2X 1 /3 ALUM ANCtE 2 X 2 X 1/B ALUM ANGLE 2 -S /d" LONG • a• 4 f 1; S.M.S. 1 NOI. GIBED INTO WOOD 1/ ANCIE • • 2/ ' ANGLE PRECAST 54L CONC. • 3/11 C TAPCDN t 1/r uw. EJ+BED 1/ ANCLL MULLION • 2X 1X 1 /11 ALUM AWCLE 2 -5/e LCNC ' A CHORS TYPE MN . 4 f 14 S K.S. 1 -1/2• MIN. DIBE0 Pf3 WOOO 2/ ANGLE gal 1 11 . 1 . ;. . •.,•.'- • l a. .CONCRETE OR CONC. FILLCO CLOCKS 2X2X1/s' ALVU ANCCE 14 SAS. 3/ ANGLE ANCHO TfPE 'C' td1JLL10N 01. DIVISION COaC?LTANCE OF 2X2 X1/e - ALUM ANGLE 3 -5/e LONG PRODUCT RENEWED pcarmacm9R -017.3.0 EXPIRATION DATE NOTCH W009 DUCK• TO ACCOM00ATE CUP AMES TO KASONNT C 4.. WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED, 1.1110171 u COHPtT11IC WITH THE SOIR11 i ORIOA d'. d I- 1/4' 0 T4PO011 1 - 1 /i MIN. EMOm 2/ ANCLE ODUCT CC?4T Ct 011:5 /DILIIre COLE comma OFACE ACCEPTANCE iO. -QSL.QS • • E.HtU4 D. MU.KYOUI r'AdJO PE f 10357 _ � V • °,. JJ.7� u Z t 0 rr 0 0 L1.a 0 N Y U 1.1 o -<c N°0O1 Zot Ec, i•i n 7 p gill•Cd JAN 26 '99 10:12 241 ezie ofwit MANUFACTURING CO. INC. 1- -26 -99 To Whom It May Concern: This will verify that House Of Windows (Hialeah, FL.) is an authorized Yale Ogron Distributor. If there are any questions regarding this matter, please do'not hesitate to contact us. Sincerely, Yale Ogron Mfg. Valladares General Manager 671 WEST 18th STREET • HIALEAH, FLORIDA 33010 PHONE 305 887.2646 FAX 305 883 -1309 PAGE.001 ** TOTAL PAGE.001 **