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230 NE 100 St (14)'Inspection Number: INSP -15004 EL Permit Number: WS -4-06 -972 Inspection Date: 05/10/2006 Inspector: Grande, Claudio Permit Type: Windows /Shutters Inspection Type: Shutter Final Owner: BENTON, THOMAS AND LAUREN Work Classification: Shutters Job Address: 230100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Tuesday, May 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)795 -2207 Parcel Number 1132060134480 Lot: Phone: 786/256 -6434 Page 2 of 2 Passed t Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -15004 EL Permit Number: WS -4-06 -972 Inspection Date: 05/10/2006 Inspector: Grande, Claudio Permit Type: Windows /Shutters Inspection Type: Shutter Final Owner: BENTON, THOMAS AND LAUREN Work Classification: Shutters Job Address: 230100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Tuesday, May 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)795 -2207 Parcel Number 1132060134480 Lot: Phone: 786/256 -6434 Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2004 Owner's Name (Fee Simpl of BY. Permit Type (circle): uilding Electric Plumbing Mechanical Roofing O n $ Q �� ►� Owner's Address '�$ C I l E t WO City M 14 m 6 r 1 lZt =State FL. Is Building Historically Designated YES NO Contractor's Company Name City 011 Bond $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: � ( 7 305) 756.8972 MCMEET nriF Tenant/Lessee Name Phone # Job Address (where the work is being done) ' r ,e. co J �- Contractor's Address 1 S 1 i>J L 1 5 t..l 4-1 `u t Code Enforcement $ Double Fee $ Permit No.W OG 91 Master Permit No. Zip 7/7 3 1 3 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # It �('�12 ( �NTI =�9(I5 loc. Phone# 1 2 a s 6tJ 3 4 State K Zip Qualifier Name I2rtn t (J(. s ba 1 r'I Phone # '7 ?tz ' — s t.j 3 C r State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ '5) 6 Square / Linear Footage Of Work: Type of Work: EAddition EAlteration New ❑ Repair/Replace ❑Demolition Describe Work: LA A-F 14 C CZY t t h cA/1U1 K erg 11. 5� ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ AD CCF $ 3 • E J CO /CC Notary $ Training/Education Fee $ I - a 0 Technology Fee $ S . 50 Scanning $ t • d0 • Radon $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ Phone# 305 - 16)5-10..,0 - 7 3Cc-.) See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature r / Gr Owner or Agent Contractor The foregoing instrument was acknowledged before me this j 3 1 1 The foregoing instrument was acknowledged before me this 6 day of (i t)7 - , 1 , 20 Aiby 77/1/1 a)1°2 62. K 7 , day of QY/ / , 20 Lt , by f LYrUtk- I , who is personally known to me or who has produced : l_ • who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:�� Print: ,f� / " 2 My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. ROBIN HEITZ 73 EXPIRES: October 31, 2006 Bonded Thru Notary Pudic underwriters NOTARY PUBLIC: Sign: ; Print: My Commission Expir • 4 MY COMMISSION # DD 162273 ..��� I EXPIRES: October 31, 2006 * * * * * * * * * * * * * * * * * * * * ** * *x°rr ► F * *, ' !'49Eeiatk4f lichinelir* Plans Examiner Engineer Zoning Issue Date: 4/19/2006 Expires: 04/14/2007 Owner's Name: THOMAS AND LAUREN BENTON Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 230 100 Street NE Comments: WHITE ACCORDION SHUTTERS Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Contractor(s) DILBERT ENTERPRISES, INC Phone 786/256 -6434 Primary Contractor Yes Type of Work: SHUTTERS No of Openings: 12 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -4 -06 -972 Phone: (305)795 -2207 1132060134480 Lot: PB: Total Square Feet: 0 Total Valuation: $ 5,652.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $220.00 $6.00 $5.50 $236.30 Invoice Number WS - 4 - 06 - 24542 Total: APR 2 4 PAID c-1G 4*- l l Q Amt Due $236.30 Amt Paid 3c= 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 / Comparison Chart Address: 3,30 l ub se- Permit No. e f)6. -- ,ZZ Opening U Description of Window or Door or Mu on Product Acce , tance 'um•er Product A . , royal 1 es gn 'ressure 0 . ening Desi: n 'ressure Rough 0 . enin: ze Shutter Re. uired 'es 'o Mullion Re. uired 'es o Im , act 'es 'o ( +) PSF ( -) PSF ( +) PSF ( -) PSF W∎hc oia s5 5 a 1,3I ti da ta — C7J 7_-J/ /3y.K b 7 k5 < G6 1 L tit) i vtdotz WIi„dt-v-3 V- As i.J 1vta ti, .3 ?9-X / 4/0 "— t,J I W 1 IA 1 .4. _...ZSXSD- - - /r LJ I ...cibk) ?R` )( 6 _ / ; LO%loci t.,, ?->C S-a-- 11 46W1 P •••• AL NW . .... • .••• .. .... • • �� .. mu MR CrEEMErn) F a • • • . : • • •••• •... • • Mr. Tom Benton 230 NE 100 ST Miami shores, F133138 1 --- 55 x 52 76 x 52 38x40 37x52 55 x 52 No shutter No shutter No shutter 124 x 67 No shutter ••• • • • ••• .. .. • • • .. .. • • • • • • • • ••• • • • • ••• • • • • ••• . . • . • • ... • ... • .. • .. • • • • • • • • •.. • • • •. • • • .. ..• .. • • • • .. • • • • • ... .. 85 x 66 ,i 1 - 37 x 28 Interior doors No shutters 38x52 38x65 19 x 40 37x53 M I A M FOAM BUILDING CODE COMPLIANCE OI'r'iCc (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 79` Terrace Miami, Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the 'right to revoke this acceptance, if it is 'determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT - 100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -814, titled ".HT 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the foli;'wing 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- 0605.07 & consists of this page 1 & approval.document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. A7/03 : . . 3fl.M'li- riADgcoti+NTY, FLORIDA • • • • • • • • MvT 3-p4DE PLAQLER BUILDING 140 \VEs ` ' ,t LER..STREET, SUITE 1603 MIAM[;`FLORIDA 33130.1563 • rani 372.2901 ,P4X,(505) 375 -2908 • ......• • ... .... . .... .. • • • ..... .. • • .... • .. ... .. • ... • • • .. .. • ........ . . . NOA No 03- 0717.01 Expiration Date: 08/24/2008 Approval Date: 08/27/2003 ( suoIsIAaJ ) (OUNTY COMM[NTS * 03082202458D) 6®II 1 u "I" 131111111111 111_, I'I osiH) R =0 SIZEm oar• 10/17/2002 `AS HOTEJ Orevn MCR d..lgn CF lf c l.cl.ed eyj VJK Jt VJKI drwInp no. 03 -814 sheet 1 of 7 3 • •• •• • • • • • • • • • • • • • ••• • •I 8 ••••• • • •• • • • • • • • •• • • �� r - -- • • • • 9 L'S�l •• :6 • 1 • HEADER -WA s 3.840 HEADE MOUNT CALE: HALF SI 3.993" 4.4 IU" ° ADAPTER SLAT SCALE: HALF SIZE . rsi 4.078" 4.534" ()TYP . SLATS SCALE: HALF SIZE 45' 52" TED 4 GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE. 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 - 23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES 1401 DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL_DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: AI REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY 1ME DEVIATION. SAID DOCUMENTS SHALL BE SU6M111EU'IU THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTION PRODUCTS. INC. MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT.1. LOCKING MECHANISM SHALL BE LOCKED 10 PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. m • 12. ALL SCREWS AND BOLTS TO BE 2024 -14 ALUMINUM ALLOY, STAINLESS STEEL, Ul OR GALVA.NIZ[D STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.D.N. POP RIVETS TO BE 3/16 "0, 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REOUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. .068" •• • • • • • t1 =:Q6 t v/ t�!•17 m 0' N 0 0 0 N J O J • • " MAX. () BUILD-OUT WALL HEADER SCALE: HALF SIZE 2.775" 1.391" O CENTER MATE 1 SCALE: HALF SIZE 2 1 2" MIN. -5" MAX. O ANGLE 11 SCALE: HALF SIZE 2.373" 1 .158" 44 • ••• • 1.891" © IOCKING CLIP SCALE: HALF SIZE 0 r- 10 ' 1 1.35 1 x 1500" (OPTIONAL.) .483" 2 t1 (TYP. 2) .620" / - . 472" I.D. 612" 0.D v .211" 111 =.055;1 t 2 = .076 ® SILL-WALL MOUNTED ADJ. SILL -TOP SCALE: HALF SIZE SCALE: HALF SIZE .058 1.1 00" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 2.420" • .945" 00" -t3 251" t2 t2 t 1 = .055" t2 = .076'• t? = 097" O ROLLER ASSEMBLY 12 SCALE: HALF SIZE O CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL ` 439 ASSEMBLY �.3- 75115 " 1� .320 "0 HOLE NYL ON WHEE RIVETED IN PLACE WALKOVER S LI. ° FLOOR MOUNTED SCALE: HALF SI'E i I I I I I 1 I I N230" 300' MAX. TOP () BUSHINGS 12 SCALE: FULL SIZE .360 "{ 0 r m 0 P N 10.550' 0 '150' .4 85" BOTTOM A. X. CARRIER 15" J .230" MAX. .080 250' .949" 1.391" 1.891" CENTER MATE 1 (W/ LOCKING ROD) SCALE: HALF SIZE ADJ. SILL -BOT. SCALE: HALF SIZE .055" .500" @INSERT SCALE: HALF SIZE 0 J 0 N t = .200" LOCKING ARM ALIGNMENT INSIDE HANDLE ° BUSHING (NYLON) 18 SHIM (NYLON) SCALE: HALF SIZE SCALE: HALF SIZE 1.533" .055" .641" i ALTERNATIVE O ADJ. SILL -BOT. SCALE: HALF SIZE /-/-.250" 3.283" 0 N •050" .025 (TYP 1 1.250" 090 END SLAT SCALE: HALF SIZE 1.250" - .136" f .060" 1, 1.039" 162? 421 .942" 659" 2.101" 3.267" .510" I.D. .630" 0.D .165" I.D. .285" 0.D 60" CENTER MATE 2 (W/ LOCKING ROD) 1 0 ° SCALE: HALF SIZE 1/8' THICK STAINLESS STEEL ® LOCKING ARM SCALE: HALF SIZE 060" 345" ® FLAT END SLAT SCALE: HALF SIZE 0 N • PRODUCT REVISEi; as comp!ying with the Florida Bolding Code Acceptance NnO3 - 071 • o 1 Expiration Date O 2.o og W 4 Miami D c Product Control Division 0- V.J. KNEZEVICH PROFESSIONAL ENGINEER FL License 0010933 0 0 u Z 0 v w w w `BOTTOM TRACK L FASTENER @ 24" O.C. ISEE ANCHOR SCHEDULE FOR CHO ANY ACCEPTABLE (T PLAN VIEW VARIES - NO LIMIT SECTION', TYPICAL ELEVATION N.T.S. Co IND] 1♦ ___s f01111o=11s_oIIoI ae I IMc TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE �I L LOCKNNL) h1tLI1ANIJf1 CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SEE FASTENER SCHEDUL /1 -1/2" MAX. PLAN VIEW y 'I IN.SHUTTER SEPAR •'• nN F EE SCHED:.E EET 51. DIST TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. ITS,IDANDIE WE SHIM 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS (la 6" O.C. OPTIONAL JOINT BETWEEN DRILL 5/8"0 HOLE FROM REMOVABLE BOTTOM OF EXTRUSION() REMD VABLE AND SILL BEFORE ASSEMBLY FOR FIXED TRUSS HEAD BOLT (TYP.) SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE :3 1'- 0 - • • •• •• • • • • • • • • • ••• • • • • • • • • • • •• • •• • •• • •• A ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• .50 "0 • �,,4 • ••• • •UV • • > •• • wtu wilt) r:cLca LOCKING PIN SCALE: 1 -1/2" - FASTENER ((Th� 24" O.C. (SEE ANCHOR SCHEDULE \ OR ANY ACCEPTABLE NCHOR). & SSEmBL Y OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • • • • • • • • • • • Nir D P.) 1111011 WO i.4:111' @7111IallIE 11t ±_ _ ____ !IA ..._.EEII 0 ;ND 11 • SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED INSIDE OR OUTSIDE 0 UTTER - TYPICAL PIA SCALE: YP.) 6 -1/2" 2" MI 'J. I SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2-1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK •• N.T.S SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 3/4" MIN. EE FASTENER SCHEDULE) 1 -1/2" MAX. I PLAN VIEW (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" 1' - 0" 1" x 1" x 1 /6' 3/16"0 POP (DOES NOT REPLACE SINGLE ARM LOCK) JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE NYL ON HANDLE OPTIONAL CLOSER HANDLE N.T.S MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1 0" OPTIONAL PLAN VIEW SCALE) 3" = 1' -0" SECTION T CARRIER BUSHING 0 l! L__. .I S F 7/16" O.D. 0.63 LONG NYLON .LP BUSHING 2 ,�� Immul O 1110 x 2" SMS. MANUFACTURED FROM 0410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SEE SECTION L ON SHEET FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING #$10 x 3" SMS. MANUFACTURED FROM i1410H I S I AINLLSS S I ttL W/ XYLAN 5200 FLUOROCARBON COATING E. .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ - BUSHING ASSEMBLY SCALE: HALF SIZE SS OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE 2� MI FOR ANY ACCEPTABLE ANCHOR). N PRODUCT REVISED as complying with Ibe Florida I3uiding Code ' Acceptance No 03 - o '7 ExpiF lion DatcO / By ' `•../ i I Miami Da -. rodoct Control Division yU c 0 M u 0 � 0 � T- /8 • IV" 0 In en 8 o 0 g . O m O 0 , N • N m io m � a g E z � 7 � z .c•1• AS N07ED'1 (a•.Ign by VJK u 4 0 0 0 t NTMENEWTEWNIMPASIMINM VJ. KNEZEVICH PROFESSIONAL E GINEEU FL license No' 109$3 2003 0 U w r Ede I• 10/1i/20021 (Er wn ch•ch•e p VJK arwing 110 . 03 -814 sheet 2 of 7 M ri 3 c 0 0 SEE TA OLLER ASSEMBL TYP. EVERY OTHER 1/4" MAX:- z Q" Q aw a i m v) 3Q cc OF- - J • 3/16"0 I- -�jOR #12 • QD ® 6" = XO in a w -' T_ t 4 wt 1. E w L W/ 3/16 "2 POP 1/4" MAX. _ IVETS (nl 6" 0.0 w w L7 1/2" 11 CONT. DOOR 1/2" EXIS CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU FOR MAX. C2 CONNE + TYPE REFE'_•;. '" ANCHOR LE FOR MAX. ACING S /8" MAX. OWALL MOUNT SECTION SCALE: 3" • 1' -0 "' EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING ()CONT. 1/2" TWO 1/4 -20 MACHINE BOLTS W/ NUT OR $14 TEK SCREW (ol 12" O.C. (TYP., TOP & BOTTOM! Q SEE TABLE 2. it Ok 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP.I. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG ('1/2„ 1/2" m CONT. 2 ., 1/2' EMBED. 5/8" MAX. 11 CONT CONT. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. ® BUILD-0uT MOUNT SECTION SCALE: 3" • 1• -0 1/4" MAX. i V1.:( X � 4 1/4" MAX: --I EXISTING QQN R E!E!MA€OMRY • � OR WOOD.SIR);1CTjJR S Oil W000 SEE ANCHOR %CHEDULF�, T• II�� ANCHOR SCHEDULE, TYP. • • • • • • • 4€4.6:0: 6:0: • ••• • • •• •• • • • • • • • • ••• • • • • • TABLE 2 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • OR POP RIVET EK SCREW .C. (TYP.) ASSEMBLY --- —� ' x1 "x1 /8" II UM. ANGLE R 1/4 -20 MACHINE BOLT W/ CONT. /NUT p 12" 0.C. (TYP., TOP & BOTTOM) AS /13- ROLLER ASSEMBLY TYP. EVERY OTHER P 1/2 ^ CEILING /INSIDE MOUNT SECTION � 3" = C z 3 ~ . ow JD QO w X= 4u f .11r wk.! . Nom fi N 0 B ASS OR w 0 0 w J - 5/8" MAX. G4 tONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16"0 POP RIVET ® 6" 0.C. (TYP.) 2 cc w 1- 1- V1 X Q E -1/4" MAX. Z QJ warn W ZOw JJ rx QJ0 O� -Qo <fv -1/4" MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - TYP. TOP & 'BOTTOM 1/4" MAX.- 1/4" MAXI- C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5 /8" MAX. O BUILD -OUT MOUNT SECTION SCALE: 3 • 1' -0 EDGE DIST J DOOR 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT 00 NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ UT [off 12" 0.C. (TYP., TOP BOTTOM) O } 3-3/4" MA ALT. ANGL, f cr. nIOFr AnN 1 (TYP.) i MAX. tOTOP & BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING CONT. - FOR LARGER SPANS E TWO 2 " x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE Cl 5/8" MAX. BUILD -OUT MOUNT SECTION C SCALE: 3" = 1. -0.. 1 2" 3" Sul 24" MAX. O.C. EXISTING WOOD OR STUCCO FINISH MATERIAL #11. SMS (al 24" O.C. MAX.1N BETWEEN TRUSSES SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. Or Ara MAX— EQ. EQ. EMBED. - 1/2)-1/2' 1'2" XO Q w Ev w N —1/4" O w MAX. z <V (LW V1J m 3Q 0 1- - • J w L a0 OR DOOR — : 0 ac w1-- a w = w a z Q O. 1- I- 3 to X 4 E WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" • 1' -0 16 z a CLw V-.1 m _3Q J Jw Q J XO Q w E. wt w VI w L7 L7 0 H 5/8" MAX 4" x. 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4•'0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS, 247 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS —1/4" MAX. 1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" 1/2" 1/4" MAX- 1/4" MAX.— C2 CONNECT:0U TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING BUT DO NOT EXCEED 6 -1/2•" SPACING p BUILD -OUT MOUNT SECTION GALE: 3" = 1' -0" By Miami Da rodncl Control Division PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 0 Expiration Date O N c 0 N a, r 2. .c.1• AI NOTED (d•.rpn by 1 VJKf z a V 0 0 0 v ILL KNEZEVICH PROFESSIONAL ENGINEER R. License �IOr� 001 0983 z 0 MUM 01111111 1d•r• 10/11/2002] dr•wn•by MC* fch•ch.d b yj .VJK drawing n•. 03 -814 sheet 3 of 7JJ ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 „ x 5 .. 5' -0" 9' -5" Tw = .125" 8' -0" 8. -1" Tf = .125" 10' -0" 7' -6" 5' -0" 14' -0" 2' x 8" Tw = .072" 8' -0" 11' -6" Tf = .224 10' -0" 10' -4" 2 x 9 5 -0" 15' -5" Tw = .072" 8' -0" 12' -S" Tf = .224 10' -0" 11' -Z" EXISTING STRUCTURE TWO 3/6 "0 POWERS CALK -IN (Ol 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 9 3" 0.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE OR DOOR OR DOOR TWO 3/8 "0 POWERS CALK -IN 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE (n1 3" 0.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE M 5 /8" MAX. 2" x 3" x 1/4" • • • 6063 -T6 ALUM. ANGLE r DETAILS V1 &�V31 • • • 1 -1/4 THREE -1/4"O THRU BOLTS SEE TABLE 2 3/16 "0 POP RIVET ORAl2 TEK SCREW 1 -1/4" AS EMBL & (5) OR Tw ACCESS HOLE 1" MIN. (MAX. DESIGN LOAD = 72 PSF) OTOP SUPPORT BEAM DETAIL SCALE_ 3" • 1' -0" NOTE: 1. USE BEANO,SCHERULE FOR DETAILS Imo) ANDUJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. • 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM Q OF SUPPORT TO CL OF SUPPORT. • APrUM. BEA (SEE BEAN •• •SGH601,1Lt F . .. • MAX • • HORJ24NT PiI?Sh.•o 1/4 -20 S.S. MACHINE SCREW •BOlT•O�.4CCfeS USE THRU • . SHDY NSN 11LW •• • • • • -1 / tor M.4 X . • • • . . • • • • • • • ALT. LEG DIRECTION (MAX. DESIGN LOAD *72 PSF) @ BOTTOM SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" • • • • ••- • • .• •• • • • • • • • •.• • • • • • • • • • • • • • • ••• z a X z 1 2 " x3 "x1 /4" 6063 -T6 ALUM. ANGLE THREE - 1/4"0 THRU BOLTS • • .•• •. 1.50" 3.00" 1.50' 3.00" 3/16 "0 POP RIVET OR 1112 TEK SCREW 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (01 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL DRILL 7/16 "0 HOLE / DRILL 5/16"o HOLE 1.13" 0 0 1• 1 3.75" 6.00" 1.86" 11.12" —r• ANGLE DETAIL USING CALK -IN ANCHOR 0 0 SCALE : 3 "= 1'- 0" DRILL 5/16"0 HOLE 1.00" 3.00" 3.00" ANGLE DETAIL. USING CRETE -FLEX ANCHOR SCALE : 3 "= 1- 0" OR 000R PLYWOOD AND STUCCO FINISH 5/6" MAX. SEE TABLE 2 j 1/2" (MAX. DESIGN LOAD : 72 PSF) 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR WOOD PLATE USE 1/4"0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (al 12" O.C. TWO 1/4"0 S.S. LAG SCREW (1 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE Q WALL MOUNT SECTION - USING 2" x 6' P.T. WOOD PLATE SCALE: 3" = 1' -0" O R DOOR I'L T WUUU ANU STUCCO FINISH 5/6" C4 CONNECTION TYPE P trtNtNLC H Nlnurt SCHEDULE FOR MAX. SPACING SEE TABLE 2 GLASS OR DOOR 3/16 "0 POP RIVET OR #112 TEK SCREW (1 6" 0.C. (TYP.) --- ASSEMBLY 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1"0 ACCESS HOLE (10 BACK SIDE FOR FASTENING 1WU 1/4 4 J.J. LMV JLrcW tW� 24" 0.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x 3 "x1 /8 "OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD = 72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 7 EC ELI — C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —1/4" MAX. •z J w Loam w+na = ZOw QJO Sao T F x u QVI 3/16' 0 POP RIVET @ 6" 0.C. (TYP.) —1/4" M A X ® CEILING/INSIDE MOUNT SECTION SCALE: 3" = 1'- 0" PRODUCT REVISED as complying with the Florida Bolding Code Accepteoee No Expi anon Date o B Miami Dad Division roduct Control tea g is 0 onmamonommal VJ. KNEZEVICH nt0fL3310NAL E. 1NEIN R License Nat mil.. 109/3 c 0 0 vZ ZN W v I-0 <0 —o 0, N N •CE W •L� = Z 1 w N a Lu N z o Y u r • • z 0 z Z so •I• ♦% NOT10 rd••Ipn by 1 v,R1 22 C1 N 0 1 2.00 0 N N s 0 0 l d•r• 10/17/2002, rdr•vn Or L MCA ch•ch•d b vex dr•wInp, no. 03 -814 I sheet 4 of 7 MAXIMUM ALLOWABLE SPAN: SCHEDULE • •••• •••••L • • •• .•��p� • J -. • • TYPE A • :. ALL . MOUNTING CONDITIONS EeXCEPT EO FO ( IN) TYPE B DETAIL 0 OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4' MAX. B.O. (FT - IN) TYPE C DETAIL © DOUBLE ANGLE REQUIRED 3-3/4" MAX. B.O. (FT - IN) TYPE D DETAIL QE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13- 1 12 -4 13 -1 12 -7 ••38 • ••13 - 1 11 -0 13 -1 11 -2 1 Lit 0:CP • .12 - 11 10 - 8 12 - 5 10 - 11 c ; 4831. •• -4 9 -9 10 -4 _ 10 -0 52.0 12 - 1 9 -'4 9- 7 9- 7 56.0 11 - 11 9 -0 9 -0 _ 9 -3 61.5 11 - 7 8- 7 6- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 c O to _ ■■ O _ ', n 1I- 0...._: 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8 0 8 0 8 2 75.0 9 - 8 7 - 8 7 - 9 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 - 5 6 - 7 6 - 7 6 10 91.4 8 0 6 3 6 - 3 6- 6 100.0 7 -3 5 -9 5 -9 6 - 0 110.0 6 - 7 5- 2 5- 2 5- 5 120.0 6- 1 4 - 9 4 -9 5 - 0 130.0 5- 7 4- 5 4- 5 4- 7 140.0 5- 2 4 I 4- 1 4- 3 150.0 4 - 10 3- 10 3 -10 4 -0 160.0 4 -6 3 -7 ., -7 3 - 170.0 4- 3 3- 4 3- 4 3- 6 3 010 TEK SCREWS OR 3- 3/16 "ca ALUM. POP RIVETS (TYP.) 2•' x 2 ".x 1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER (T 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) Mili1 r AL ®ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" MIN rFASTENER (8 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) `Il i._ .,„ �RI!a 1 RE DETAIL R C) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE P wnlv-n I...s.wvns...s- ,r,•.. SCALE: 3" • 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. i 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" 0.C. HALF OF EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ()ALT. CORNER CLOSURE DETAIL ` ' 1 /SCALE: 3" • 1' -0" • • •. • • .• • • • • • • • • • • • • • •. T A •B L E . • • • • • • •• • 010 x 1/2" GALVANIZ!•. I SM OR 3/16 "O ALUM. POP RIVET •• ® 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055" 2" x 3" x .055" • 2" x *, 0 5 "• OR 2" x 5" x .125" AL ; • • • • • • • • •• • • • 010 x 1/ ' GALVANIZED SMS OR 3/ 0 ALUM. POP RIVET @ 18" 0.C. 1" x .055" ; 1" x 2" x .055 "; x 3" x .055" • 2" x 4" x .055" R 2" x 5" x .125" AL. ANGLE -1110 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (a 24" 0.C. (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTES: 1 . REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE. SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4.. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" A z Q a to w H 1- X 4 F ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" z 4 [I- J 3 O J Jw Q J .3 Xo Qw win V1 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (a 8" O.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE PRODUCT REVISED as complying with the Florida Guiding Code AcceptanceNo _ Expiration Date 0 13y Miami Dad Division 4 roduct Control 0 00 V Z; W to I- LLS u 1- < L./ 0 , VI ec 11 T N Q W z v � W 5- J ry � Z ]C w W 0 )0U) O EC I 0 ilionasszeummo VJ. KMEZEVICH PROFESSIONAL E INEER FL Licerme Mo. Gt010967 0 d Caste 10/17/20021 (sc.t. I AS NOTEO design by vJK .5 2 6 6 8 i m 0 0 N co O 0 0 f drwn toy 1 ` MLR! cn.cb.a py) ( V JK or•rinp n•. 03 -814 (sheet 5of7 Print Information: ASSOCIATES, INC MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LN OR EQUESS A Ti. TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS • FOR INSTALLATIONS GREATER GRE 30 T ' ABOVE GRADE (INCHES) DESIGN LOAD (W) (PSF) 30.0 5 - 0 2 -7/8 1 -112 7 - 0 2 -7/8 1 -5/8 8 - 0 2-7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/5 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 S0.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 1I- 0...._: ..... 3 2 -1/2 12 - 2 3-3/1. • 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 - 7/8 1 - 5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 .11 - 8 3 -3/4 3 70.0 5- 0 2 - 7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 • 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 vu.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 o - v 2-7;2 2 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/1. 100.0 8 - 0 2 -7/8 2 , 9 - 0 3 2 -3/1. 10 - 3 ' 3 3 3 010 TEK SCREWS OR 3- 3/16 "ca ALUM. POP RIVETS (TYP.) 2•' x 2 ".x 1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER (T 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) Mili1 r AL ®ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" MIN rFASTENER (8 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) `Il i._ .,„ �RI!a 1 RE DETAIL R C) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE P wnlv-n I...s.wvns...s- ,r,•.. SCALE: 3" • 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. i 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" 0.C. HALF OF EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ()ALT. CORNER CLOSURE DETAIL ` ' 1 /SCALE: 3" • 1' -0" • • •. • • .• • • • • • • • • • • • • • •. T A •B L E . • • • • • • •• • 010 x 1/2" GALVANIZ!•. I SM OR 3/16 "O ALUM. POP RIVET •• ® 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055" 2" x 3" x .055" • 2" x *, 0 5 "• OR 2" x 5" x .125" AL ; • • • • • • • • •• • • • 010 x 1/ ' GALVANIZED SMS OR 3/ 0 ALUM. POP RIVET @ 18" 0.C. 1" x .055" ; 1" x 2" x .055 "; x 3" x .055" • 2" x 4" x .055" R 2" x 5" x .125" AL. ANGLE -1110 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (a 24" 0.C. (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTES: 1 . REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE. SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4.. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" A z Q a to w H 1- X 4 F ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" z 4 [I- J 3 O J Jw Q J .3 Xo Qw win V1 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (a 8" O.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE PRODUCT REVISED as complying with the Florida Guiding Code AcceptanceNo _ Expiration Date 0 13y Miami Dad Division 4 roduct Control 0 00 V Z; W to I- LLS u 1- < L./ 0 , VI ec 11 T N Q W z v � W 5- J ry � Z ]C w W 0 )0U) O EC I 0 ilionasszeummo VJ. KMEZEVICH PROFESSIONAL E INEER FL Licerme Mo. Gt010967 0 d Caste 10/17/20021 (sc.t. I AS NOTEO design by vJK .5 2 6 6 8 i m 0 0 N co O 0 0 f drwn toy 1 ` MLR! cn.cb.a py) ( V JK or•rinp n•. 03 -814 (sheet 5of7 Print Information: ASSOCIATES, INC ' OF •• ' • •. ... • • . . . ANCHOR SCHEDULE • • • • • • • • • • : : F4TENEIiNY4XIMLM :PACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2• EDGE DISTANCE MIN. 3• EDGE DISTANCE SPANS • UP TO • • 1 ._ 1 ,. •• OECNDTC1) • SPANS UP TO • • • •• • e•_0'4 • • • 5' ; USES NOTE i _ SPANS UP TO g._0., (SEE NOTE 1) SPANS UP TO 13 (SEE NOTE 1) SPANS UP TO -8" (SEE NOTE 1) SPANS UP TO 8' -0 (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13'_1 (SEE NOTE 1) CONPIECTION C1 (SEE C2 NOTE 3) Ea i4•C5 11 CONNt!CTION`IYPE` (SEE •C1 •f.2 CONNECTION C1 NOTE G3 3 • C4 .C ' CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE 12 1 45.0 12 12 • I1 32; t2 :1? 12 :2 8 1 12 12 12 7 12 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 12 �IIIIIIIU11111111111111111111111 ►> "0 411111111111/1612 3 3 •9 :6 :110 4 :1•64.•Z 11 9 10 6 3 8 3 // 4: 170.0 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 // 8 3 7 4,/ 12 12 12 9 S 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 1/4 ITW TAPCON W/ 1 - 1/4•' MIN. EMBEDMENT (MIN . 3.100 P.S.I. CONCRETE, 105.0 10 5 5 5 3 8 3 ,./ 4 8 3 �/ 4/ / / 8 3 / 4 J / // 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3 4 8 3 / ,/,/ 8 3 f/, 4 8 3, 4 /� 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 A ( 4 5.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 * I 1/4 "0 POWERS CALK - IN W/ 7 /13" EMBEDMENT E. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 5 7.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 J 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 4 5.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 '4 4 �� 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 (� 57.0 12 12 12 8 5. 10 10 10 5 3 9 7 8 5 3 6 j 3 // 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 � 4 77 Q 41 j two POWERS NAIL M MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 '/ 7 3 3 / / 4 6 / / 3 / 12 12 12 7 4 9 5 5 5 3 8 3 3 4/ 7/ 4 105.0 8 4 4 4 6 ///://.//:/ �� /// 3 6 / 3. 6'/ 3 / / 9 5 4 5 3 7 � 4 7 7 4 7 J 4 4 7/ 17 0.0 6 // // 3 6 `/ 3 ` 6 / �'/ // // 6 � 3 3 / / 7 / 4 ////// 1 7 // 4 / / f 4 / � 7 / / / f 4 * ,,,,,,,4;;,:,.,,,,,.,_ * I '-g "°. 1/4"0 ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 1/4 MIN. EMBEDMENT 3. 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3.300 PSI CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 9 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 1 4 12 4 4 7 4 IIM11111111n1111H11111n11 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7. 12 6 5 7 4 1 mrintuumIt ummu: 73.0 12 12 12 10 6 12 8 8 7 1. 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 1/4 ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 - 3/4" EMBED (MIN. 3,320 P.S.I. CONCRETE) 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 • 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 1/4"0 ELCO CRETE FLEX W/ 1 - 3/4" - MIN. EMBEDMENT 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 12 8 8 7 4 12 4 4 6 3 12 4 4 4 4 6 3 12 4 4 6 6 3 12 4 4 6 3 12 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 F 105.0 (MIN. 3,350PS.I.CONCRETE) 1170.0 4 4 6 3 1 12 4 4 6 3 1 12 6 5 7 14 112 6 5 7 4 112 6 5 7 4 12 6 5 71 41 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 QOOM 1 11111111111111111111111111U► 1/4 "o woo. LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SMEAR PARALLEL OR PERP TO WOOD GRAIN 4 5.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 / J / 1 73 12 12 12 5 4 12 9 9 3 3 12 6 6 3 /, 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3 1 12 5 4 3 / 12 5 4 3 170.0 12 5 4 3 � 12 5 4 3 f /. 12 5 4 3 12 5 4 3 / SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying With the Florida Raiding Code Acceptance No 0 Expiration Date 0 7.0/ �J / t oo0g By Mia6i Da rottuct Control Division z Z W 1n w 1 Qo V d O Lel Lr1 c[ y Q Z V w 441 v■ tV � Z ]L v c 0 N V • u I 4 0 /14 �R 'ts 0 t c_ j i 4) a V J. KNEZEVICH PROCESSi00JRl ElIyJNEER FL. License Rix 0387 date 10/17/2002) sc •1• AS NOTED d•sIOn by VA( 8 5 6 8 , 5 1 N z 8 w 4to cr m ix t r i coin a s xa omit . ° •11 ° .1 Z - J ^aw N 200 0 N 0 00 0 0 ci dr•vn'by f MC• (ch•ch•e b)j ( VJK j dr •■ln9 n.. 03 -814 sheet 6 of 7 , rint Information: KNEZEVICH :..: ••:• •••.:..: ••:ANCHOR SCHEDULE • • • • • • • • • • .• FAS7ENIN NQ17Q41M SSACIUG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD - -- ' MIN. 2• EDGE '5ISTANCE MIN. 3• EDGE DISTANCE IW) P.S.F. MAX. (SEE N SPANS UP TO 5 : (SEE NbTi 1):•: SPANS UP TO •: 8'4O" . • (SIE pk In : SPANS UP TO , -0" : :ISEDE NOTE 1) SPANS UP TO 13 -1 ISEE NOTE 1) SPANS UP TO SPANS UP TO 5' -8" 8 -0" • (SEE NOTE 1) (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13 (SEE NOTE 1) CONNECTTON (SEE C1 C2 NOTE C3 YP81 3) C(4C$ COIMKCTIOM (SEE ‘1 Ca NOTE C TYPE• 3) Cy,C,5 COT11iJTETION C,1, (S C2 C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 3'E C3 TYP 3) C4 C5 CONNECTION Cl SEE C2 NOTE C3 TYPE 3) C4 CONNECTION (SEE C5 0 C2 NOTE C3 TYPE 3) C4 CS CONNECTION 0 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS HOLLOW CONCRETE BLOCK 1.,111111l11111111111111111111111101 1 /4 "ta ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 4 12 12 12 ; MCI as c I dro f f I m II ' r S - :. r4:7 3 3 - � O r J • 5 S �/'�� 4 3 f� � 5 4 ' 4 3 �� 5 I 3 , �� AN r , 12 12 ImI I ifs IJ 10 10 10 4:0 4 m 3 � MSM 9 9 5 9 6 I 4 IT 3 6 won 3 NE 3 3 3 / 3 r -. 7 3.0 7 7 7 11 11 11 8 8 8 B 8 8 6 3 3 105.0 5 �'� "i�I��l��ZI 4 '/ r ���/AINEIP02 3 3 170.0 4 '/� � ".,i��%�Y /1' 4 "'M������iE 3 / �" MEM 3 ' * 1 W/ 7 / B' 3 ' STEEL MACHt j � CALK-IN EMBEDMENT E SCREW 4 5.0 12 12 12 7 6 5 4 11 9 11 9 11 9 5 4 3 , r , 10 8 10 II 10 4 3 3 r 7 5 3 % a 3 fl 3 r 12 12 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 8 4 4 5 3 57.0 12 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 %, 4 ' 73.0 10 10 10 4 3 7 4 3 3 6 3 S 12 12 12 7 4 9 5 4 5 3 8 3 3 4 Ad 7 /d 4 105.0 7 3 3 '�� " 5 TOARIM 5 "'I rA /. 8 4 '�' 7 O' 4 ' 7 " 4 0 170.0 5 `/"� "' 5 './,//,/ 5_ 'OPAREFIZA'� 'I' 7 " 4' 7 S' 4 5 /� 4 5.0 12 12. 12 7 4 8 8 8 5 7 7 7 4 5 r 12 12 12 9 5 9 9 8 8 8 5 6 in 3 57.0 9 9 9 6 3 6 6 6 4 , 6 4 5 3 4 4 A A d 10 10 10 7 4 7 7 Inip A 6 5 6 4 4 g 3 0 a 1 �I 1/4 "0 POWERS . NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 73.0 7 7 7 4' 5 3 5 3 ' 4 "'s 4 "Ara a 8 8 8 5 3 6 3 3 4 5 5 55 3 5 4' 3' 10 5.0 5 ��'� "' P N 4 WOE 4 " � ' 5 3 r "�'� 4 " 3 ' 4 S' ' 170.0 4 4 P �I 4 MirdIEM 4 3 S * muntitnuunmrt.o. I * 1 /4"m ELCO ' MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 8 1/4-20 SCREW W TN 4 5.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 3 8 4 3 ' 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 57.0 12 12 12 7 4 10 10 10 5 9 7 8 4 6 Or p 12 12 12 B 5 10 10 10 5 9 7 6 5 6 , 3 73.0 11 11 11 5 3 8 4 4 3 4 7 3 3 3 a 6 12 12 12 6 4 8 4 4 4 9 7 3 3 4 9 6 3 ' 3 S 105.0 8 4 4 3 5 � 5 3 5 6 ;' 3 ' 6 'f © ; � B 4 4 4 6 ANEW 6'� 3' 6 " 170.0 6 AMIaWM 3' 6 " 3 6 5 5� 3 6 ''�' 6 a' 3' 6 "BS 4 4 S 4 5.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 7 Fo 12 12 12 12 7 12 12 12 9 S 12 12 12 8 4 8 5 7.0 12 10 7 12 12 10 10 3 3 8 6 4 ' i ' 4 9 3 r' 9 9 3 I S 3 8 4 3 ' 6 7 5 A " 3 ", 3 S 5 . 5 , ;ems 5 ' 3 ' 5 12 12 12 12 8 4 12 10 5 12 7 4 4 5 3 11 8 7 11 11 7 5 4 5 ,�' 4 10 3 7 7 8 3 I 9 3 6 4 ' 4 3 7 7 / 7 WO S' w 4 4 r S ;. s 1..1""1"1""111"""1111 = 7 3.0 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ W/ -1 /4" EMe D 105.0 170.0 5 �'�' 3' 5 " 3 5 rem 3'IM r 4 7 MS 7'N' 7 Si 4 5 -:_c_ccon-s 4 5.0 12 12 12 10 5 11 11 11 7 10 1 1 6 7 4 pp 12 12 12 12 7 12 12 12 9 5 12 12 12 8 5 7.0 12 12 12 8 4 9 9 9 5 8 5 S 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 4 1/4"m ELCD CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 73.0 10 10 10 6 3 r / 7 5 l 4 I / � I � f/Y/1 3 / A 5 I / //A 3 4 , 6 J 3 5 / , 3 14504,43 x F 3 � S • I r ,{ 3 3 1//1 5 1/.i"//1 3 ' • I A 12 12 8 Y 4 7 1/i1/ 12 4 V 7 4 3 Y 1 /A s m L r LA 4 8 7 5 4 5 / y Vi 4 I/ /1 3 7 � / 7 I /A 3 I / A1 3 Pr .1 4 I. , / / , l 7 /-/ ' / 4 4 • 105.0 7 33 3 4 S 3 170. 01 1 t/ V/ ` / r 4 V/1 7 f I / /V /i 4 C VA i 3 3 3 7 n O 1 7 D L c u u 0 0 0 u 0 0 0 0 O i u G u • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EOGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EGUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD. FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING 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. WOOD 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 BOLTI, U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD - OUT MOUNT SECTION ® ANCHOR SPACING SHALL NOT EXCEED 6 - 1/2" D.C. 12. FOR BUILD - OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT R as complying nitb the Florid2 Bniding Code Acccptcncc No 0 Expiration Date O By MimIB Division roducl Control 8 c 0 es d ac.is AS NOlEO design by VJK „4 0 ammimmasuarimmo VJ. KNEZEVICH PAOFESS)OPL41. . INEER R. License 0981 2003 1010 MUM MINIM (aar• 10/17/2002) Or •Un Or NCR ( ch•ch•O •' VAC Or owing no. 03 -814 sheet 7 of 7 ) Print Information: KNEZEVICH NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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 roperty and street/address: a 3 Cl 1 E 1 137) 344 S t « 'Arm 2. Description of improvement: 014 1 Cord I.ON u .4.r% 3. Owner(s) name and address: . i01 4 / 1 IJQiA.TU X2, ttlL tUb' S iY Vt .tVl , r vt r Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ‘b►1b f f 6.7 4-er e rt S .e I of L I SI tJ W I Sot 4-1► St, rn I 14111 r F( X316 a] 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration • date is 1 year from the date of recording unless a different date is ecifiedy l� Signature of Owner Print Owner's Name � Sworn to and subscribed before me this;!" /,yi day of Q prl 1 Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 Sc i,vt .c co) ci 1 1 - 111Z. Fl 33)'3 Prepared by b 20da Si c O h) 1,t1 ) 61'W St ry 4 1-f1fkEs PC S30 Address: CIF 2006804 3007: OR Bk 24449 Ps 1865; (1u9) RECORDED 04/21 /2006 11:04:10 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE CO -Yr FLORIDA LAST PAGE 111111111111111111111111111111111111111111111 S 140K CS