Loading...
1220 NE 94 St (17)Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: CAMARAZA, WILLIAM Job Address: 1078 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Friday, September 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP is RECD CL, Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number O Parcel Number 1132050070190 Lot: Phone: 786/256 -6434 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspector Comments Page 1 of 2 Q BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Owner's Name (Fee Simple 1 e older) (k) t„ \11 Ct YY1 Owner's)ddress 0) P ci 44 / City i0nr)1 6t) Orly.& State F- Zip Tenant/Lessee Name Job Address (where the work is being done) City FOLIO / PARCEL # Miami Shores Village Is Building Historically Designated) YES NO Contractor's Company Name Contractor's Address 8 S 0 City t Qualifier Name A-rr-U State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Submittal Fee $ Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 County 11 1 19ept Eel .EC ° ]TVED JUN ® 2006 BY: - Electrical Plumbing Mechanical C o fl Phone # ) t ❑Alteration Permit Fee $ State F at-6 Phone # �c a 5) C/ 3 O 7 I Miami -Dade ['New Notary $ Training/Education Fee $ ! • 80. Scanning $ (C, .0 Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Phone # IDS.-e, Phone # t Certificate of Competency No. Double Fee $ Permit No. \N\ Master Permit No. 137 Zip33 /6 9 Phone # Square / Linear Footage Of Work: 5 7 ❑ Repair/Replace ❑ Demolition CCF $ CO /CC Technology Fee $ a 00 Zoning $ Total Fee Now Due $ Zip (,Ds) q (./5- 2Z CDpCrl I 11- 5.S, 4 , S0 See Reverse side —4 Roofing 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 My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * *, ** APPLICATION APPROVED BY: (Revised 02/08/06) Owner or The foregoing instrument was acknowledged before me this3 E day of MAC , 2000v , by k) Arn who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * ** Sign: Signatures =t... Contractor The foregoing instrument was acknowledged before me this -3 day of / , 20 CCP, by ,4,2 J 'jLL st who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: j2bBOj My Commission Expires: ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ROBIN HERZ MY COMMISSION # DD 162273 EXPIRES: October 31, 2006 Bonded Thru Notary Public Underwiibrs Plans Examiner Engineer Zoning Will9nam Camaraza 1078 NE 94th Street Miami Shores, FL 33138 Corner post 43 x 51 43 x 51 45 x 55 7 38 x 39 39 x 51 39 x 52 39 x 52 r 3 Corner post F lo shutter 53 x 51 106.5 x 63.5 69.25 x 63 39 x 89 Door / Panels 159 x 51 25x51 25x5ff Corner post 37 x 51 37 x 51 L / 53 X 81 Door 38 x 39 • • • • • •• • • •••• 26.5 x 74 Panels •••• • • •••• ••• • • • • •• • •••• •••• • • •••• • • 3 3A • • •• • • • • • • • ••• •• • • • • • •••• • •••• • 'No •shuttef •• • • • 40 x 32 No shutter •� • • • •• ••• • .. 01 Cry (3 u1 ?T. l M. fOo QNv 31v1S n5 ;� Ma o ^ 30 O. iO3rens 7 — l' A ....m. L r i .....BNOZ l DIU@ { 1,� 1 I 0 001�� dV ® l' SrE)JW ; paappo Will9nam Camaraza 1078 NE 94th Street Miami Shores, FL 33138 Corner post 43 x 51 43 x 51 45 x 55 7 38 x 39 39 x 51 39 x 52 39 x 52 r 3 Corner post F lo shutter 53 x 51 106.5 x 63.5 69.25 x 63 39 x 89 Door / Panels 159 x 51 25x51 25x5ff Corner post 37 x 51 37 x 51 L / 53 X 81 Door 38 x 39 • • • • • •• • • •••• 26.5 x 74 Panels •••• • • •••• ••• • • • • •• • •••• •••• • • •••• • • 3 3A • • •• • • • • • • • ••• •• • • • • • •••• • •••• • 'No •shuttef •• • • • 40 x 32 No shutter •� • • • •• ••• • .. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: J D/ $ IJ E q N Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF 1 63 1 iAJin kA) 0A- 04105 67 ki S x s z, .sX 3' _ )06•su463.s k •.sx b3 5 3-1, l< 3q b 1 ,10 x 3 R 1 3 - 7 x 39 -a 3$ X.39 c 53 x $ I I 37x51 • • lI .. -...• _ -- y 37 x S I .._ la- ... •.• • „zS XS 0 ••• 1 ; • • )Sq X S l XS/ ••• /• . .... - . S3 X S I .•• it ••.. • I 3q X s a . ••; )a 39:c .... - -•- _ ( s i ... 1q, •• i3XSi ••• a •••• • '•" • 3 . 1 a � ..•• V • ••• • •• •• .• • • • •• • • •• MIA MI-DADE BUILDING CODE COMPLIANCE Ofl iCE (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 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 terrnination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the date may be displayed in advertising literatprg, If,ar1y pprtipr,of /be NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be and shall be available for inspection at the job site at e This NOA revises & renews NOA # 02- 0605.07 & consi thssp�gq 1, &gpproyal document mentioned above The submitted documentation was reviewed by AeImKAntrakar,P.E.• ••• ••• ▪ •..••• • • • ow'dedio !hi User by Thsaanufacturer or its distributors request of the Building Official. • • • •. ••• •••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEafl'FF ,GLEI;.STREET, SUITE 1603 MIAMf;'FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2908 ••• • • • • • • ••• • • NOA No 03- 0717.01 • • 1 • • • zpiration Date: 08/24/2008 • 7 • •. • Approval Date: 08/27/2003 •.• • • • ••• • • • .048" HEADE O MOUNT SCALE: HALF S1 4. 5. 6. 3.993.. .L52 4 478" ° ADAPTER SLAT SCALE: HALF SIZE 45 4.078 " 4.534" C)TYP. SLATS SCALE HALF SIZE 52" 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. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. t1 _ .055" t = ?g" THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRAJTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL_DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY 1 HE DEVIATION. SAID DOCUMENTS SHALL BE SU6r1111LD 101Ht 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 LgBELED A; F ; D • cI S• • • • •• GUARDIAN HURRICANE PROTECTION PRODUCT!, INC • MIAMI, FLORIDA • MIAMI -DADE COUNTY PRODUCT APPR07E0 • • • • O BUILD-OUT WALL HEADER OSILL-WALL MOUNTED OADJ. SILL -TOP SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 0 0' 0 0 0 N •• • • • •• 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. • • • • 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 606)-114 AtUrtINUM•VILOY, P.O.N. � - ��11 • • IImo� . • 12. OR GALVA S TEEL W A M U M TE NS I TENSILE S - T RENG T H • OF 6 0 ICS .I.N.O NL POP RIVETS TU 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 REMOVABLE AT NON- STA LOCATIbNL. Litt IRt REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. • • ••• • 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PAINEN(•ANO.TRADEMARK OFFICE, PATENT No. 5,755,270. ••• • • • ••• • • • 1.391" L, N 1.891" L 1 2" MIN.-5" MAX. • • ,' LOCKING CLIP SCALE: HALF SIZE OCENT ER MATE 1 SCALE: HALF SIZE 0 r � m s: 0 .158" 44 151° 1.350" J 4500" (OPTIONAL) ITYP. 2) .620" .058 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 2.373" x .472" I.D. - .612" 0.0 t l .211 " It1 =.055 "I t2 = .016' 0 0 •D r 0 .060 9 x,03 o N 190.. $6,25.4 .060" � ii _ -060" 345' 095' I I 442' 942" 1 1659 2.101" STAINLESS STEEL 430" ASSEMBLY " ` 375" 320"0 HOLE + NYLON WHEE r J RIVETED 1' PLACE I I I 1 251" °ANGLE (DROLLER ASSEMBLY SCALE: HALF SIZE (DROLLER HALF SIZE • t 1 aro 4 t 2 : 0 i N 2 9R6" ° CENTER MATE 2 1O SCALE: HALF SIZE WALKOVER S LI. ° FLOOR MOUNTED SCALE: HALF WE m 0 0' 15..1 .375", f . s'T 375.. 1 230" 1 M2A3 X. 1 TOP BOTTOM MAX CARRIER O BUSHINGS SCALE: FULL SIZE 0 1 . 2 .4211" 360" .110 0 !r 0 N 150" 21.8 060" 245" 3.049" 60' 60 ADJ. SILL-BOT. ALTERNATIVE SCALE: HALF SIZE .0 8 0" 250' .949" 1.391 t 1.891" 0 0 0 0' r }?060" m Ul m 0 - In CENTER MATE 1 (v. LOCKING ROD) SCALE: HALF SIZE © INSERT SCALE: HALF SIZE t = .200" 0 .641" LOCKING ARM ALIGNMENT INSIDE HANDLE ( BUSH HNG (NYLON) 18 SH LM (NYLON) VZI SCALE 1.533" 055" E .120 t 6 } 095 ° -4. .050 " .025 ITYP 1 1.250° 090 END SLAT SCALE: HALF SIZE 1.250" - .136" 1 0" .055 ' , -. .2so" 500'" / 3.283" .050' OADJ. SILL -BOT. �FLAT END SLAT HALF SIZE SCALE: HALF SIZE KC" 3.267" .510" I.D. .630" 0.0. .165" I.D. .285" 0.0 62k .942" 1 659" 2 101" O CENTER MATE 2 1 SCALE: HALF SIZE 1/8' THICK STAINLESS STEEL ° LOCKING ARM SC ALE: HALF SIZE (W/ LOCKING ROD) .985" 40 m 0 m N PRODUCT REVISED 65. complying with the Florida Bolding Code Acel8 I Accplancc IVn03 - O -7/ G Expiration Date �/ / Z ' og BBy W IC J`1 / 4'U -- Miami D c Product Control Division V.J. KNEZEVICH PROFESSIONAL ENGINEER Ft U..n... •: 0010913 0 N 2 2003 1• 0 0 0 0 l7 0 w <0m0 rc -mm mOJln F vv _ < Of 0) ~ - MOP cn N h oln In -t00 Z 2 . ..ix - <w r (cn.cI -. d b l V JKJ 0 CO 0 03 0 l7 0 0 0 co 10/17/2002 1u1. tl AS NOT MEN d..ign 1 V 1 K drawing no. 03 -814 sheet 1 of 7 7 c 0 0 0 0 0 c 0 LJ w w SECTION,. /BOTTOM TRACK TYPICAL ELEVATION N.T.S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE 3 r7 P.) armiremourrame ® 51.4- �1111 O "' S ■ SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK -MAY BE INSTALLED INSIDE OR OUTSIDE 0 UTTER TYPICAL PLA SCALE: YP.I 6 -1/2" (T VARIES - NO LIMIT 3/4•' MIN. SEE FASTENER SCHEDULL/ -1/2" MAX. OPTIONAL DRILL 5/8 "m HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP.) PLAN VIEW TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE PLAN VIEW - LOCKINL3 MtLhAN SM CAN BE (oh 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) =MIN. SHUTTER SEPAR N F �E SCHED EET 51. DtST TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. ALU 1 ANGC / 3/16�o POP • •• RIVET /CO 6•U.t. • • • •• • • E• REMO A.13 a A FIXED•SILL • •• • • • • • • • • • • • •• •• • • • • • ••• E SPACING tE"NN • • • •• • • ••• • REMOVABLE FLOOR TRACK DETAIL SCALE : 3'• 1'- 0' uacu min nct.ca �J..�.0 LOCKING PIN SCALE:1 -1/2•' • 1' -0" FASTENER @ 24" O.C. -- (SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCHOR) SSEMM BLY OPTIONAL ACCESS HOLE LXISTING STRUCTURE • • CEf SEI TIIIN;B ON SHEET 3 • • POR COMPlEWE INFORMATION . C5 COMJECTTON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 2" MI SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.1.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. PLAN VIEW FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 3/4•' MIN. J EE FASTENER SCHEDULE 1 -1/2" MAX. OPTIONAL CLOSER HANDLE N.T.S. OPTIONAL CLOSER HANDLE N.T.S milarataLIMMIM 9a HU SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUT TER SCALE: 3" = 1" x 1'• x 1 /8" 3/16 "0 POP (DOES NOT REPLACE SINGLE ARM LOCK (� 1 (DOES NOT REPLACE SINGLE ARM LOCK JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE NYLON HANDLE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE T' HANDLE W/ \SHIM OPTIONAL PLAN VIEW SCALE: 3•' = 1' -0•' SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 • 1 CARRI BUSHING 0 7/16" 0.0. °f- LO NG NYLON LP BUSHING 2 rn 1$10 x 2" SMS. MANUFACTURED FROM i1410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460''o x .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP & BOTTOM) 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING EXISTING GLASS— ITYP.) 6 -1/2" SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE 1110 x 3" SMS. MANUFACTURED FROM 44610111 S I AINLtSS S 1 ttL. W/ XYLAN 5200 FLUOROCARBON COATING & .460 "O x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE ANCHOR). 100 PRODUCT REVISED w Ee Florida as complying priding Code ' Acceptance No 03 — O Expir'tion DateO / By a'Arini1 i•,I Miami Da "'redact Control Division ru z z � < _o V 0 • a z = z V � N w�+ Z SL O v Id 0 H I 0 I U UCH stale AS N0110 tl.algn by VJK 8 3 4 2 ts b 2003 th•CA•tl p VJK •wIng no } 03 -814 sheet 2 of 7 tr 0 U 8 ci C PO VI . u IM b 0 td "i9 C 1. 4 a aisommismomogins VJ. KNEZEVICH MOFESSIONAL E GINEER FL U411.1e No: 10143 2 0 O 0 0 do t• 10/17/2002) ( tlr•vn MEP plIP I I � II ork1/imgat M ri D c 0 U SEE TA w L.7 0 w OR DO N 2" CONT EMBED. 1/2" EXISTING CONCRETE, MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU FOR MAX. 5/8" MAX. OLLER ASSEMBL TYP. EVERY OTHER C2 CONNE REFE 9- 3/16" MAX 1/4" MAX- 1/ 4" " TYPE ANCHOR LE FOR MAX. SPACING O A WALL MOUNT SECTION SCALE: 3" 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 11 CONT. 11 CONT r .. .,r.._..�.._... -or 1/2" TWO 1/4-20 MACHINE BOLTS . W/ NUT OR 4414 TEK SCREW Cal 12" O.C. (TYP.. TOP & BOTTOM) SEE TABLE 2. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). • Cl • CONNECTION TYPE • REFERENCE ANCHOR • SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING CONT :; z <- au, t/) J m 3 J J J XO Q w T = to MAX. 7 5/8" i 5/8" MAX. ••• • • NOTE: • • • BOTTOM MOUNT :AWL,: MAY BE USED a , •T . • ® BUILD-OUT MOUNT SECTION SCALE: ` . 1• -0" EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. E0. EQ SE TABLE 2 O D&OR 3/16 "0 POP RIVET OR 4412 EK SCREW CO 6" '' C (TYP.) C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ASSEMBLY 1' x1 "x1/8" LUM. ANGLE W/ 3/16"os POP 11 11W1 RIVETS (la 6" 0.0 CAI —1 i.�:le • s / 1/4 -20 MACHINE BOLT W/ NUT p 12" O.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY TYP. EVERY OTHER PTN wO ••• • • 1/4" MAX— • • • • ••• • • • a w w, V)Q X a 4 • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• 11 CONT. 11 Car. • • • • 0 • • • • ••• • • • • � CEILING/INSIDE MOUNT SECTION • .•• z w Q J a In 3 ~ Ow . JJ JD <0 w X= Q Y • •• a • • •• • • • • •• • • • • • • •• • 000R w O • w • • • • • • ••• EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. - 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. z QJ warn ILI X 3 1- z Ow JJ Q JD �QO w X= x "0 POP RIVET @ 6" O.C. (TYP.) 1/4" MAX. EDGE DIST- OR DOOR OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SP ACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER Cal 24" MAX. O.C. SEE TABLE 2 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 5/8" MAX. OBUIL D -C)UT MOUNT SECTION SCALE: 3" . TYP. TOP & 'BOT TOM 1/4" MAX - /2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (C k r� - C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. `yll\ SPACING ♦� 11 CONT. - FOR LARGER SPANS �E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 5 /8" MAX. BUILD -OUT MOUNT SECTION SCALE: 3' = 1 -0" 1 {2 3 1 EXISTING WOOD OR STUCCO FINISH MATERIAL II SPACING 1/4 -20 MACHINE BOLT W/ 'ilia " Y_ UT 12" 0.C. (TYP., TOP `'I. ._.._ T i- ' BOTTOM) T 1 iii O { 3 -3/4" MA ). ALT. ANGI \ 1 Cr nIOFC InIJ (TYP .I - I 414 SMS (al 24" O.C. MAX. IN BETWEEN TRUSSES EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 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 DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SEE TABLE 2 1 -1/2' -1/2' MAX 1/4" MAX. OTOP & BOTTOM 1/2" MAX.— WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" • 1' -0 OR DOOR Oi- w: O as w w = F w z Q a a 1- D X Q z 16 1/4" MAX. 4" 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"2' WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD Cal EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS z a.- aw V)J m 3Q J - Jw Q J Eu XO Q w win w 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 1/4" C2 CONNECTiOid TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING BUT DO NOT EXCEED 8 -1/2" SPACING BUILD -OUT MOUNT SECTION \ D SCALE: 3" = 1-D" PRODUCT REVISED as complying with the Florida Bidding Codc Acccptsnce No 0 Expiration Dsle 0 By Miami Da roduct Control Division c 0 M 11 desI'gn by VJx Vi. KNEZEVICH PROFESSIONAL ENGINEER R license 001096) a•P• 10/17/2002) •c.I• AL NOTED L •r•■lnD no. V 0 N 0 0 0 111 0 0 8 ci • C9 5 ar. '.n'Dy 1X0 U•CM•0 e yj V1x 03 -814 ( sheet 3of7�J ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 ., x 5 ., Tw = .125" 8' -0" 8' -1" Tf = .125" 10' -0" 7' -6" 5 -0" 14' -0" 2'" x 8" 8 -0 11 -6" Tw =.072 Tf = .224 10' -0" 10' -4" 2 x 9 5 0" 15' -S" Tw = .072" 8' -0" 12' -S" Tf = .224 10'-0" 11' 2" EXISTING STRUCTURE TWO 3/8 "0 POWERS CALK -IN @0 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/6 "O ELCO CRETE -FLE @ 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE OR DOOR OR DOOR TWO 3/8 "O POWERS CALK -IN �1n 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE p 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE i AS5 EMBL OR 14 ii, 181 ,� ■ \ & S M 5 /13" MAX. 5/8" MAX. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE r DETAILS V1 &© 1 -1/4" THREE -1/4 "0 THRU BOLTS 1" MIN. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT p 12" O.C. USE THRU BOLT OR ACCESS LE AS SHOWN IN DET AIL —1/4" MAX. (MAX. DESIGN LOAD *72 PSF) ® TOPSUPPORT BEAM DETAIL SCALE: 3" • 1' -0" NOTE: 1. 2 3 USE BEA SCHE ULEFOR DETAILS j)ANDUJ SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CLOF SUPPORT TO C OF SUPPORT SEE TABLE 2 OR 412 TEK SCREW ?C� •• • • v. MINI •• ••• • • • • ••• • • • • • • • • • • (MA/C. D2SLG19 L = j2 PjF). • • • • • • • • • . • • y ofltrl SIfiPORT'AIVI DTAIL CALE: 3" • 1' -0" • • daTRf•F•!1 /4 ".q. LT BOLTS ALT. LEG DIRECTION 3/16 "0 POP RIVET OR 1712 TEK SCREW p 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW 8 NUT (la 12" O.C. PROVIDE 1 "0 ACCE� ACCESS HOLE IN BOTTOM OF HOLE BEAM OR USE THRU BOLT AS • • • • • .SHOWN IN DETAIL • • • • • • 3 1/ • • • • • • • i0ix3? A LU. ,Q N (i L E • • • 1.50" 0 3.00" 1.50" 3.00" ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16 "0 HOLE 100 0 rV GLASS OR 000R DRILL 7/16 "o HOLE DRILL 5 /16 "o HOLE 1.13" 1 t PLYWOOD AND STUCCO FINISH 5/8" MAX 0 0, 3.00" 1.12 SEE TABLE 2 L 1 1.88" 3.75" 6.00" 1.88" 1.12' ANGLE DETAIL USING CRETE -FLEX ANCHOR (V2 SCALE 3 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OCEILING/INSIDE FOR WOOD PLATE USE 1/4 "0 MOUNT SECTION 1 - S.S. LAG SCREW W/ 1 -3/4" SCALE: 3"= 0" PENETRATION INTO ,MOOD PLATE 12" O.C. PRODUCT REVISED TWO 1/4C S.S. LAG SCREW as complying with 16eFlorida @ 24" O.C. MAX. W/ 1 -3/4" uidin BgCode PENETRATION IN CENTER OF STUDS AuidinuaceNo 2" x 6" P.T. Expi anon Date a WOOD PLATE 11/2" (MAX. DESIGN LOAD _ 72 PSF) 0 O 0 ® WALL MOUNT SECTION - USING 2" x 6' P.T. WOOD PLATE SCALE: 3" = 1' -0" T WUUL) ANU / STUCCO FINISH 5/8" MAX. O WALL MOUNT SECTION - USING ALUM. TUBE SCALE 3" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 7 EO.E0 EDGE DIST SEE TABLE 2 GLASS OR DOOR 3/16 "0 POP RIVET OR 1712 TEK SCREW (al 6" 0 C. (TYP.) O & ASSEMBLY C4 CONNECTION TYPE I KCrtl tNLL HNLnUrt j(I SCHEDULE FOR MAX SPACING 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1 "O ACCESS HOLE BACK SIDE FOR FASTENING `` 1 WO 1/'. W ,.J, LHU E LI W W 24" O.C. MAX. W/ 1 -3 PEWTR. IN CENTER OF STUDS 1 " x3 "x /8 " OR 1 " x4 "x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD = 72 PSF) — :/6' MAX. — C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 3/16' 0 POP RIVET @ 6" 0.C. (TYP.) — 1/4" IA AX . Long A3 Miami Dad Division rodutl Control fro ( Is c 0 In a, 0 U • • g ac•I• AS NOTED d•sign by l "J" is m 8 m ` • E a 3 • S • � F, • N W 0 0 I n ▪ • ti t N z m z °i 0 0 5 22 a . 1 0 O W u tp ' WmcDIn a d Ia 01 9 0) 0) 1 olnin Fix -_a N� N VJ. KNEZEVICH rRoftsSP0MAI E. WEER R License No: 10913 200 J D 0 0 0 0 I (a•r• 10/17/20021 fdr•wn by 1 MCI n•ch• b 1 c d v,x drawing no. 03 -814 sheet 4 of 7) 2 6 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL . MOUNTING CONDITIONS EXCEPT 000 (FT - IN) TYPE 8 DETAIL OF 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 0 9- 3/16" MAX. B.O. (FT - IN) 3 0.0 13 - 1 12 - 4 13 - 1 12 - 7 3B.0 13 - 1 11 - 0 13 - 1 11 - 2 40:0 12 - 11 10- 8 12 -5 10- 11 48.0 12 - 4 9 -9 10 -•4 _ 10 -0 S2.0 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 cc 0 1n - 11 0 _ -, n n 3 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 85.8 8 - 5 6 - 7 6 - 7 6 - 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4- 9 4- 9 5- 0 130.0 5 7 4 - 5 4 5 4 7 140.0 5 - 2 4 1 4 - 1 4 - 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 - - 7 3 -9 170.0 4 -3 3 -4 3 - 3 - 3 4110 TEK SCREWS OR 3-3/16"os ALUM. POP RIVETS ITYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER (a 21." 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT - . CL SURE DETAIL SCALE: 3" • 1' -9" MIN f rFASTENER f1D 21." O.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) 0 sc40-ozr. 1.-0" ALT. CLO1RE DETAIL 1 "x2 "x /8" ALUM. ANGLE 4110 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET (nl 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055 2" x 3" x .055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 4410 x 1/ ' GALVANIZED SMS OR 3/ 0 ALUM. POP RIVET @ 18' 0.C. 1 " 1" x .055" ; 1" x 2" x .055 "; yy x 3" x .055" ; 2" x 4" x .055" 'DR 2" x 5" x .125" AL. ANGLE -4110 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (al 24" 0.C. (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE _ LVn1vu1 L 6-LI 111. va_ 1 /l1V SCALE 3" = 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. i e • • • • • • • • • • • • • 1/4 .20•T41.44S )-1f:4D••• • • .. • BOLTS & NU1S W/ LOCK WASHERS (al 4" 0.C. • • • • •• • • • • • • • • • • • • • • • EXISTING STRUCTURE• HALF OFOB USE M4tLE OIR fENABE t.S • REQUIFCE4 • •• • • • () ALT. CORNER CEOSURE DETAIL•• •: Q SCALE: 3" 1' -0" T A B L E 1 NOT ES 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 ALLOWABL.F 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 _J Jw ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" Q J Xo Q w F= U 11 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (Ol 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida Buiding Code AcceptanceNoo _ 0) Expiration Date 0 B Miami Dad Division roducl Control 008 0 (acal• l AS NOTED O•alon by v !K 2 6 N 6 I 8 W co VJ. KNEZEV1CH PROFESSIONAL EJ)IGINEEP ft Lk:woo 10913 MIME MINIM O N O O c [dote 10/17/2002) Or•..nOy NCR ( ey l V)K Or•.+Inp no 03 -814 sheet 5 of 7 ) Print Information: MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM • SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) ' i 30.0 5 - 0 2 -7/8 1 - 1/2 7 - 0 2 - 7/8 1 - 5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 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 - 3 2 -1/2 12 - 2 3 -3/4 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 ' 7-1/4 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 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 `/U.0 o - v '.- .. 11 - 0 3 - 3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 3 4110 TEK SCREWS OR 3-3/16"os ALUM. POP RIVETS ITYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER (a 21." 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT - . CL SURE DETAIL SCALE: 3" • 1' -9" MIN f rFASTENER f1D 21." O.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) 0 sc40-ozr. 1.-0" ALT. CLO1RE DETAIL 1 "x2 "x /8" ALUM. ANGLE 4110 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET (nl 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055 2" x 3" x .055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 4410 x 1/ ' GALVANIZED SMS OR 3/ 0 ALUM. POP RIVET @ 18' 0.C. 1 " 1" x .055" ; 1" x 2" x .055 "; yy x 3" x .055" ; 2" x 4" x .055" 'DR 2" x 5" x .125" AL. ANGLE -4110 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (al 24" 0.C. (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE _ LVn1vu1 L 6-LI 111. va_ 1 /l1V SCALE 3" = 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. i e • • • • • • • • • • • • • 1/4 .20•T41.44S )-1f:4D••• • • .. • BOLTS & NU1S W/ LOCK WASHERS (al 4" 0.C. • • • • •• • • • • • • • • • • • • • • • EXISTING STRUCTURE• HALF OFOB USE M4tLE OIR fENABE t.S • REQUIFCE4 • •• • • • () ALT. CORNER CEOSURE DETAIL•• •: Q SCALE: 3" 1' -0" T A B L E 1 NOT ES 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 ALLOWABL.F 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 _J Jw ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" Q J Xo Q w F= U 11 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (Ol 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida Buiding Code AcceptanceNoo _ 0) Expiration Date 0 B Miami Dad Division roducl Control 008 0 (acal• l AS NOTED O•alon by v !K 2 6 N 6 I 8 W co VJ. KNEZEV1CH PROFESSIONAL EJ)IGINEEP ft Lk:woo 10913 MIME MINIM O N O O c [dote 10/17/2002) Or•..nOy NCR ( ey l V)K Or•.+Inp no 03 -814 sheet 5 of 7 ) Print Information: • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) SPANS UP TO P.S.F. 5' -8" MAX. (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP 10 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0 (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) (SEE CONNECTION NOTE (SEE 1) C1 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 CZ NOTE C3 TYPE 3) C4 C5 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 CONCRETE iII111111111111111111111111111111111i 1/4"g) /4" MIN. EMBEDMENT (MIN. 3,100 P.5.1. CONCRETE) 4 5.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 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 9 9 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 (' 12 4 12 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 7 3.0 12 12 12 7 4 10 5 3 5 3 9 4 3 4 8 3 4 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 3 6 3 /l5 �/ 4 // 8 3 // 4'/ /// 8 / / , 3 7 / / / 4 // 12 7" 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 // 4 ff � 8 3 / 4 8 3 � 4 // 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 /1 r * 1 1/4 "0 POWERS CALK - IN w/ 7/8" EMBEDMENT 5. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 MI. CONCRETE) 4 5.0 12 12 12 12 9 12 12 12 9 6 12 12 12 6 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 5 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 12 12 12 12 8 12 12 11 9 6 12 6 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 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 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 3 / a • 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 S 3 9 7 8 5 3 6 12 12 12 10 6 12 12 12 7 4 10 6 9 6 3 7 � . 4 B j 1/4"• 2AMAC NAIL -IN MIN. EMBEDMENT (MIN. 3,000 POWERS W/ 1 -1/8" P.S.I. CONCRETE) 73.0 11 11 11 6 3 8 6 4 4 4 / 7 3 3 4 3 6 3 � 3 F. 12 12 12 7 4 9 5 5 5 3 8 7 3 3 re/al 4/ 7 �'��' 4 7 105.0 8 4 4 4 170.0 6 /'/ 3 / 6 / 3 /' 6 / 3 / 6 r 7 / 4 7 4 *. ,umia:,::,u:mau:n- it °" wum. 711 ( -�'' 1/I. ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 1/4 MIN. EMBEDMENT E. 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 ui OD CO CO 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 L . 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 L 4 7 4 J 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 7 4 12 4 4 7 4 �r(ID=CUS1H- 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 7iimmm twttumm- 1/4 ELCO TEXTRON HEX - FLANGE 1APCON/ HEX HEAD TAPCON W/ 1 - 3/4" EMBED (MIN. 3,320 P.S.I. CONCRETE) 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 4 105.0 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 17 0.0 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 1/4"45 ELCO CRETE FLEX W/ 1 3 /4 " - riIN. EMBEDMENT (MIN. 3,350 PS.I. CONCRETE) 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 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 1 0 5 . 0 1 2 8 8 7 4 1 2 6 6 6 3 1 2 6 4 6 6 3 1 2 4 6 6 4 6 3 12 4 4 6 3 1 2 3 12 1 0 1 0 9 6 1 2 6 5 7 6 1 2 6 5 7 6 1 2 6 5 7 4 C 17 0.0 l 12 4 4 6 3 1 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 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • • • • • • • L • • . . • • • • � MIN. 3/4" EDGE DISTANCE • SIP•A:NS dP TO SPANS UP TO SPANS UP TO SPANS UP TO e • •• • S W t •• ••• SS.F• • 5' •' 8' -0' 9 -0' 13' -1" ANCHOR TYPE SAY. (SEE NOTE 1) (SEF (.IOTF 1) (SEE NOTE 1) ISEE NOTE 1) • • • (SEE • CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE _ CONNECTION TYPE • • • • • ROTE • (5EE NOTb 3)• (SEE NOTE 3) SEE NOTE 3) (SEE NOTE 3) • • . . • • • • • • • • •• • • • • ••1)• C1 409 0 4 005 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 (1 C2 C3 0. C5 aooM •• • •• 45.0 . 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 I�I IIIIIIIIIIHIIUIl111I111U► 57.0 112 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 f 1 /4 "m wQ"D"IG W/• 3. 1' t 12 t 4 12 9 9 3 3 12 6 6 3 12 5 4 3 1 -3/4 MIN. THREAD • Q ` �• PENETRATON SEAR; PARALLEL.OR 6 1050 1 9, 3 3 12 5 4 3 12 5 1. 3' 12 5 4 3 • • TO woe R111N • 17 (5.0 l S• 4 •3 , 1 2 5 4 3 / 12 5 4 3 12 5 4 3 O 2, 0 a 0 a a S 0 c 0 0 0 O a 0 4.) 0 w 0 0 1 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying With the Florida Bolding Code Acceptance No O Expiration Date O Zoog 13y Mia(ilI Dadd1 roduc( Control Division V 2 tn w ■ < 0 _o L.) ,, 0 . Q W z 4Q} - z V � W N U..3 H Z O c 0 rn 0 0 0 L7 1 8 D o 0 0 l7 O o Oats 10/17/2002) sins dr•vn'Oy AS NOT10 1, HCa ds•Ign •r )(ch•eh Cy� V JK t( V JK J Or •vin9 O 03 -814 sheet 6 of 7 I 'rint Information: KNEZEVICH ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE • LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) P.S.F. MAX. (SEE NOTE 1) 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 13' -1" (SEE NOTE 1) 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 13 -1" (SEE NOTE 1) CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 N(rE C3 TYP 3) C4 C5 CONNECTION 1 C1 SEE NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 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 CS HOLLOW CONCRETE BLOCK tin 111111111111111111111111111110' t 1/4 MN. EMBEDMENT 45.0 12 12 12 Ii _1 1 4 10 r o r ,n � N M \� LA 4 m o r ml 8 5 5 4 3 / 4 , 5 4 ' 4 3 / 3 3 , . 4 11 11 12 11 1-14 m 10 6 10 8 10 8 6 4 3 9 9 5 9 6 I m 3 WSW 6 3 3 3 3 73.0 7 7 7 B 8 8 6 3 3 3 105.0 5 4 'I 'N �A�'N 3 ► /,Q/J 170.0 4 Q�;AI""A�i"N �,DIP".'MEI"AIN 4 'LI'PAIEFATA WAIIVAIN' 3 NEW * 1/ W/ POWERS 7/8" STEEL MACHNEIS 5 CREW 4 5.0 12 12 12 7 5 11 11 11 5 3 10 10 10 4 3 7 3 3 3 r 12 12 12 12 7 12 12 12 B 5 12 12 12 7 4 8 4 4 5 3 57.0 12 12 12 6 4 9 9 4 8 pp 3 5 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 4 00 73.0 10 10 10 4 3 7 4 3 / 6 3 A 5 /daA 12 12 12 7 4 9 5 4 5 3 8 3 3 4 7 pm 4 D CALK-IN EMBEDMENT 105.0 7 3 3 3 M E I /,A' 5 PI II�. � ' 5 " ' N 8 f 4 4 5 3 7 '�' 7 � ' 4 ' 7 " 4 PM 170.0 "� "' 5 "�' 5 "ROOM �AI"�' 7 'n 4 ' Pia ' 4' 3 AO 4 5.0 12 12. 12 7 4 8 8 8 5 9 7 7 7 4 % S 12 12 12 9 5 9 9 8 8 8 5 6 57.0 9 9 9 6 3 6 6 6 4 6 4 S 3 Ai 4 ppr A 10 10 10 7 4 7 7 A 6 5 6 4 g 4 pg 3 U 0 j 1/4 - 0 POWERS ZAM NAIL -IN W 1 -1/6" MIN. EMBEDMENT 73.0 7 7 7 4 ' 5 3 ' 3W 4 "'E 4'I/GEil 8 8 8 5 3 6 3 3 4' 5 rim, 3' 4 OM 3 105.0 5 Ad 3'RMI" 4 I"E' 4 Erma 5 3 111111PAI'rMEI'. 4 'N 3' 4 " ' 170.0 4 „G/��"' 4 "" "ME��� J�' 4 "©' 4 on 3 rs * mf,n4„„. WMID, 1 I . . ,.: * 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT SCREW WITH CHINE 4 5.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 8 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 F 5 7 12 12 12 7 4 10 10 10 5 3 9 7 8 4 ' 6 4 1 ' � 12 12 12 8 5 10 10 10 5 3 9 7 6 5 3 0 m. .o 73.0 105.0 11 8 11 11 4 4 5 3' 3 8 6 4 'M 4 3' 3' 7 6" 3 3 3 ' 3' 6'E 6 'v# PM �i 12 8 12 4 12 6 4 8 4 4 4' 7 3 3 4 M 6 "i 3 PA 4 4/ 6 /OM 6" 3' 6 M' 3 ra N'//.M 4 4 5 3 170.0 6 ��;r"s 3' 6 "3' 6 ' 6 3 6 "/' 6 P' 3 ' 6 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 7 3 w Wi P O ' 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 8 5 7.0 12 10 7 12 12 10 10 3 3 8 6 6 4 9 3 9 SI 9 5 3 3 4' ' 3 8 • 6 nu 7 " 5 3 ' 3 ' A 5 5 5 '' , rd 12 12 B 12 12 4 12 10 5 11 12 7 4 8 4 5 3 7 11 11 7 5 4 5 '�' 4 10 3 8 3 P M' Erd 9 3 6 4 ' 4 ' I' 3 7 7 7 " 7 " 4 w 4' 4 'M " 4 ' 73.0 -- -- �' HEX - FLANGE TAPCON/ HEX HEAD W/ 1 -1 /4" EMBED 105.0 170.0 5 ��'�' 3 ' 5 sa 3' 5'A 3'ffOr 4 7 "�. 7 9 7 1 8 FE, 57.0 12 12 12 8 4 9 3 7 5 9 4 9 5 3 3 4 ' 3 8 6 7 5 5 6 " 3' 5 5 3 5 ��// ��// ,,{{ / / /I A ;,A ,{{ /A 3 1n 7 VX/4 VA 74 3 3. 3 a �►// 12 12 12 10 5 11 11 11 5 4 5 4 L 3 3 9 3 6 4 ' 4 3 r, 7 " 7 r ',r, 4 4' 4 , � ,{ 4 KA 1/4 - m ELCO CRETE FL EX MIN. E BEDM EMBEDMENT 73.0 10 10 10 6 12 12 12 7 4 8 105.0 7 3 3 4 8 4 4 5 3 7 4 7 ��// 1/217,1 r V /I r ��� // 3 !'� 5 /� /�/ 3 / A 5 1 V /I 7 V /V/I n n r u 1 0 0 C.) 0 h U 0 c 0 u • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. ; •• • • • • • • 2. ENTER ANCHOR S telED 4131�'EI2OVEHE'F.XISTING STRUCTURE MATERIAL, ANCHOR TYPE A*JO Eli/65 DIfi A E.e6E EC•T DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EEGUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY SE CCi HObLL OW BLOCK OR WOOD FRAMING. ON TYPE OF REFERENCE SECTION DETAIL RIDE N C 0 TYPEPESSDEE MOUNTING 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBED1141.T pND ‘DGE E)jCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING 1T4CTL:144S W150D WOOD. FRAMING CONDITIONS VARY. FIELD VERI Y HAT•FAS ADEQUATE WOOD FRAMING MEMBERS, NOT Pl 4/IVID.'eASJENjt�Cy TrPP�'WOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIEECCCEES. 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 C ASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 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 OD ANCHOR SPACING SHALL NOT EXCEED 8-1/2" O.C. 12 FOR BUILD -OUT MOUNT SECTION ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. PRODUCT REVISED as complying witb the Floridz Bniding Code Acccptcnce No 0 Expiration Date O By Mi mi D Division roducl Control 8 c 0 d z ZN W 1- Q o . L./ff O V1 Q W z o?J - z U J Nip W N Z H Is C ale AS NDTSD1 design by Vn( U 0 0 a .D T 0 eV 0 VJ. KNEZEVICH PROfESS1OWLL INEER R License . . • • 10 13 2003 0 o N N 0 0 0 0 0 co (dar• 10/17/2002) Or •vri Er i cMchsa by V/K by eying no 03 -814 sheet 7 of 7 KNEZEVICH Jun 12 06 10:46a DILBERT ENTERPRISE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION t PERM[TNO. ° � ' 11-536 � TAX FOLIONO. -70 L 9 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, end In accordance with Chapter 713, Florida Statutes, the following information is provided ir. this Notice of Commencement. 1. Legal description of property and street/address: 107 *5 I"..) q Ltd --t- L 2. Description of improvement: k (fi rA 3. Owner(s) name and address: t.A. tjL c 'm— ° Cab 4i> e Interest in property: ©Lc� L� Name and address of fee simple titleholder: 4. Contractor's name and address: 1bQr- � tv\ Le .-p L. i k (. 0 1 of 44-1 8 � , ill 4'i 1 5. Surety: (Payment bond required by owner fro-n contracttor, if any) LJ I 0 - 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: /ft 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, St Name and address: / / j 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Notary Publi. d Print Notary's Name My commission expires: 1 27.01 -52 PAGE 4 8X02 Signature of Owner Print Owner's Name I ilk G rt" to r- ex r ` Sworn to and subscribed before me thisQ - day of /-& rL.\ 1 ( (Y)1C2P.11 SY1or€: T € 3 - �1 . 3 - MEM C CU/VI CLra G 20 ROBIN HEITZ ISSION4- 80.462 3- EXPIRES: October3l, 2005 Bonded Noaey ruble Unoo w lla! 3059450237 p.7 1111111111 11111111111111 C- (F= 0 ;1 : C a CI .6. irti eS CO 11 - - ms s OR Bk 24605 Ni 328.3; (1os ) RECORDED 06/98f2006 09:14z30 HARVEY RUfIN, CLERK OF COURT i'IIAtlI —I)t DE CDtJi'lT'fl• FLORIDA LAST PAGE Prepared' by L � f4e,c rz ddress:� () i-LL) I10 Issue Date: 6/8/2006 Owner's Name: WILLIAM CAMARAZA Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1078 94 Street NE 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 Expires: 12/03/2006 Contractor(s) Phone DILBERT ENTERPRISES, INC 786/256 -6434 Primary Contractor Yes Comments: SHUTTERS Additional Information Type of Work: SHUTTERS No of Openings: 22 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. Fees Due Amount CCF $5.40 Education Surcharge $1.80 Permit Fee $320.00 Scanning Fee $6.00 Technology Fee $8.00 Total: $341.20 Invoice Number WS-6-06-25134 Total: UFA 12 MD 2:7 9 Amt Due $341.20 Amt Paid Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1536 Phone: (� 1132050070190 Lot: PB: Total Square Feet: 573 Total Valuation: $ 8,804.00 Required Inspections Shutter Attachment Shutter Final 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.