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SHUTTERSType Insp'n i` (\Ol S hate te rS Permit No. SS Name L � Address lr,— tJ� ` 25 ' Company CcCo I Phone # MIAMI SHORES VILLAGE r 'f BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date O` Approved Correction Re- Insp'n Fee Inspection Date <9'I30 Type Insp'n 17= C'Q\ , S hol tQ f S . Permit No. -p aro - S .) Name �, `mil 1�v — - Address 0?— Company 'V-.0 \\ S P i1 Q ( Phone # Inspection Date �- jj)09 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE 0; BUILDING DEPARTMENT 305- 795 -2294 Building Inspection Request Date I l u BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /1! C 02 L . Ed N Phone # c C� , S 7 ie" Q j Owner's Address City t 4,/4 / £tate Tenant/Lessee Name ,4, Job Address (where the work is being done) ‘ d 'WE ge . T City Miami Shores Village County Miami -Dade Zip `a 3 /3 J Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 1 / y' // City 0/ A-14 / State Zip / . - Qualifier � /• V/. ) 04 .f/ S 0 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit j�d , Square Footage Of Work: ( -,,9i -C Type of Work: ['Addition ❑Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: Notary $ Scanning $ Code Enforcement $ (Continued on opposite side) Submittal Fee $..C1/ J 7 / Permit Fee $ Training/Education Fee $ ' Radon $ . —, Total Fee Now Due $ Q l 1 + ADa Miami Shores Village ; Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Structural Plan Review. $ Permit No. Master Permit No. c)-D Zip Phone # 'i r_ ;: � (i !IV/ i • - :' 1! 1) A �d ,c4 ,s4i C't_ Phone # -?pc y4 - b S t i CCF $ /jO CO /CC Technology Fee $ 3 , � ) 3 Zoning —'+ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address " ice, City State Zip Mortgage Lender's Naive (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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur e Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Conunission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0�: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 My Commission Expires: AN 1 6 nelk Plans Examiner Engineer Zoning Bondg Company's Name (if applicable) l • l ading Company's Address City State Zip iv 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 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. Chc 10/14/03 Contractor The foregoing instrument was acknowledged before me this ,20 DLL bY.SIkJ1() SAO,CD , o me or who has produced as identification and who did take an oath. Sl2 ®y -s� NOTARY PUBLIC: NOTARY PUBLIC: .. Print: I Y. Sign: Sign: ,4 / t?'` fi F Print: I1 G 414! > .,:,� •P n%` Atlantic Bonding Co., Inc. My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning ira Hernandez sion #DD241046 07 PAY TO THE ORDER OF: IIE(F.Afs2COfATA Sa it ifEffaIHMAT.OnitrolSOiFAUROR2I QNIVIT EE(alle8F1iNacg31011AINglo t3ME!3 scc.u. (t) Ei HI4NT8 $!GI(i(1V.- `11 k1I AA% sHo s v 6 ROLLING SHIELD, INC. 2500 N.W. 74TH AVENUE MIAMI, FL 33122 (306) 436-6681 UNION PLANTERS BANK 8373 W. FLAGLER STREET MIAMI, FL 33144 63- 841/670 DATE r� CA Off' OH 13'e a00 5 I3°00 L ?6 to 0 :06 ?0084 141: 11'966003 267411' �U ILdeti;' 1761 AMOUNT BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V 1G 1f (_ � . L)1 Phone # 305"' 7 4 6 . OQC6 6 Owner's Address 26 2 {U• a% s i City State rt. Zip SZ 1 3 F Tenant/Lessee Name 0/A Job Address (where the work is being done) -6 Z �J • �' j 17-f Y City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X Qualifier $ Value of Work For this Permit t bg Z ' 0 0 Total Fee Now Due $ (Continued on opposite side) Permit No. Master Permit No. 2-001 - 1 3eic1 j Phone # Zip * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Z3 138 305 A-is -66 Contractor's Company Name 9-01)) &) 6 S f rl g ® Phone # Contractor's Address 2500 ik1'_.. ' 7CA Pole City 14 1 AIt-4 1 State Zip - Z 12 i kiit 0 S vS Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: DAddition ['Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: ,1 7k I STOefi -4 S4-10 I Submittal Fee $ Permit Fee $ CCF $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 10/14/03 Signature NOTARY PUBLIC: Sign: Print: Contractor The foregoing instrument was acknowledged before me thisZ 7 day of 20 by S a u 10 S-iwJ O , who personally known o me or who has produced as identification and who did take an oath. Yadira Hernandez •• YP ': Commission #DD24I046 g 13, 2007 'Mr/. l x,.'';C: Bondedhru t antic : o • in Co., Inc. My Commission Expires: ************************ s******************** * * * * *,t *,t * *,t * * * ** * * * * * * * ** * *, tar***** * * *s*** *,t * *** *s *** * * * * * * * * * *,t (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone - - -'-- . Height (Maximum) Height , (M qt) 1 Effective Wind Area (cr, Tributary Area) in Square Feet Effective Wind Area (or, Tributary Area) in Square Feet 1 1 10 1 20 1 30 1 40 50 I 60 - 1 -1.10 1 -1.05 1 -1.02 1 -0.99 -0.98 1 -0.96 15 I -59.4 I C:56.9....% 1 -55.5 I -54.4 -53.6 I -53.0 20 -61.8 -62.9 I -60.3 I _ -58.7 1 -57.6 -56.8 I -56.1 25 1 -65.7 1 -62.9 1 -61.3 • 1 -60.2 -59.3 I -58.6 30 1 -68.5 I -65.6 1 -63.9 1 -62.8 -61.9 1 -61.1 40 I -72.6 1 -69.6 1 -67.9 I - 66.6 -65.6 ( -64.8 50 j -76.1 1 -73.0 1 -71.1 1 - 69.8 -68.8 ; -68.0 60 I -78.9 I -75.7 1 -73.7 I -72.4 -71.3 l -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone . Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 1 30 10 1 20 30 40 1 50 1 60 0.88 - 1.40 1 -1.29 -1.23 -1.19 1 -1.15 j -1.13 I 48.4 i -73.3 1 (-63 1 -65.5 - 63.4 I -61.8 j -60.5 57.8 7 . // 20 56.2 1 1 -77.6 1 -72.4 - 69.3 -67.2 1 -65.5 1 -64.1 ( r/ 25 j 55.8 1 -81.0 1 -75.6 -72.4 -70.1 1 60.9 -68.4 i -66.9 50 70.2 67.0 30 65.2 -84.5 63.9 -78.8 -75.5 -73.1 60 72.8 I 69.5 -71.3 1 -69.8 66.2 65.2 40 64.3 - 89.7 I - 83.6 -80.1 -77.6 -75.7 1 ' -74.1 50 -94.0 1 - 87.7 - 84.0 -81.3 1 -79.3 1 -77.6 60 l ri i7 =92.i1 `7 I -90.9 I - 87.0 -84.3 1 -82.2 1 -80.5 ` 0 A.. Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 1 30 40 50 .1 60 1.00 1 0.92 1 0.89 0.88 1 0.86 54.7 1 c 2 50:8 1 49.8 49.0 I 48.4 20 58.0 1 55.3 53.8 1 52.7 51.9 I 51.2 25 60.5 57.8 56.2 1 55.1 54.2 1 53.5 30 63.1 60.3 1 58.6 ( 57.4 56.5 j 55.8 40 67.0 1 64.0 62.2 1 60.9 60.0 1 59.2 50 70.2 67.0 65.2 1 63.9 62.8 1 62.0 60 72.8 I 69.5 1 67.6 I 66.2 65.2 1 64.3 RAMMS ENGINEERING, INC. Kcl =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2001 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 - 98 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FORE 146 >PH ZONE Length of but not less d . (a) 10% h 4 of a st (9`A • Y + fa least horizontal dimension or .4 h, whichever is smallar; 'a Q ' ; I dimension or 3 ft. (h = mean roof height in eet °,?t y • Florida Storm - ,Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20gauge panels under renewal number 02- 0826.07. (Previous number 02- 0531.02) This letter authorizes Od h 1 L)6.51 F_ f ) to use our 20ga. Panels under number 02- 0826.07 to be used at the following job: Sincerely, Victor V. ruz Enrique Revilla President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. . • ...1....:.- ..i....:.... i ....:....i.......i.... i •.:.... .... .... . ... .....i...,r....:... y... 5-4 X 6.s" 3 -� X 6s 3 - 3F- 19'0 ys �7 X i1 5_- 0 0 . v 4 / / 6 - 34 -7 /VC)se PI ,;yx 51/44' /1_ 3y - y 53 /�-- as X j- 3 /3- 3S-X 53 4 3 ? Y .f 3 • t -- -- i • i i r T t. .....4 .... i .... ..i.. . r... i .,..* j....:...... aj... .�...•i....i....i•...i....j.... i....: t... •. �,i....i....l....l ...�.... 1.. a i....i............ {.......: • 1 i ,...li ....r....: -... i.... •..•;....3.. • . ..... "4"".5. ..• .... j•...,••.. j. ...i..••...r...i...•+.••.i... t i 1 .... �...�.....).... /....1....1....1....1.... p... �...0...� ...i.... ....0 t .1 .. .4. •f...4. ..A...). .i.. ..).. .A_ 1 .... }..•.i i • ' t • 1 : • : • ...t...•:... I.... }.... — �......1...i.• - -4 • • i i 1 . . . . . . . . . i . nd /spa d /e AiT ia- c9 L Sf r a s f -7 AcvEZ .04 e al/ 1)4* W19/9 Ai.64/7 a6a .U.h' l, ST BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 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 des comply with the High Velocity Hurricane DESCRIPTION: 0 035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOC '‘ 1,NT: Drawing No. 99-097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepare. Knezevich & ..: -- , c., dated July 19, 1999, last revision #4 dated Jul 31 2002, bearing the Miami -Dade .1 i • i . -- - ounty Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ",.unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0826.07 Ex iration Date: 01/04/2008 proval Date: 09/19/2002 Page 1 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LO PANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDG IS`TANC SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' - 0" (SEE NOTE 1) • SP • - . ° SP L TG 5' -6" 8'- ' ._ • _ ) (S TE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 1 CONNECTION TYPE 1 2 ONNECTION 31 1 TYPE 2 3 CONNECTION TYPE 1 2 3 MIN., 3,000 P.S.I. COE 5 ft nlu11n111> 48 12.5 12.5 12.5 12.5 9 8 12.5 5 6.25 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 6 2 12.5 12.5 10 12.5 S 6.25 12.5 3 S 12.5 12.5 12.5 12.5 7 10 12.5 4 8 1 llIM111111N11tuutt1n t,ke> 4 "•6 ITW TAPCON / 1/2" MIN. EMBEOM _ ' T 11 r 10 9 12.5 6.25 5 12 6.25 � ® 12. 9 12.5 6.25 7 92 12.5 6.25 7 12 4 9 6.25 6.25 11' 11.5 7 12 5 230 8 3 8 4 3 8 A t 4 10 Or 4 10 O 4 :1111111111111111111111. 1 �d I11111111111111111. 1/4 - 0 ELCO MALE/ FEMALE "PANELMATE" w/ .1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 11 12.5 7 12 0 12.512.5 8 12.5 6.25 62 12.5 10 8 12 5 9 l 10 8 12 10 6.25 5 9 8 / 5 4 72 12.5 7 7 10 / 4. 8 92 12.5 4 6 8 3 6.2544 A 6.25 8 4 6.25 A 3 230 5 V LSI AMIW 5 r W 1/4 "0 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE CALK EMBEDMENT STAINLESS -IN SCREW. 48 12.5 12.5 12.5 10 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 8 12.5 6.25 12.5 12.5 12.5 12.5 12.5 12.5 10 72 12.5 11 12.5 7 12.S 5 12.5 12.5 12.5 12.5 11 12.5 9 92 12.5 = 8 12.5 5 12.5 4 12.5 10 12.5 12.5 8 12.5 7 230 11 3 11 3 11 3 12.5 3 6 12.5 6 12.5 6 48 6.25 • 6.25 6.25 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 • 6.25 6.25 6.25 1 62 6.25 • 6.25 6.25 6.25 6.25/ 5 6.25 6.25 6.25 6.75 6.25 6.25 / 6 1 ( 1/4"o POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT • 72 6.25 6.25 6.25 5 6.25( 4 6.25 6.25 6.25 6.25 6.25 6.25% 5 92 6.25 6.25 6.25 A 4 6.25 A 3 6.25 4 6.25 6.25 5 6.25 a 4 230 5'redUr rai r /' 6 r Mra 3 6 VA 3 HOLLOW CONCRETE BLOCK 48 12.5 12.5 7 9 4 7 12.512.5 10 11 6.25 9 7 6 A i 5 4 62 11 6.25 5 7 3 S /• 12.5 8 8 12 5 7 7 5 4 ;*1111110111111111 1/4 1 -1/4" 1111111111111 "" ITW TAPCON W/ MIN. EMBEDMENT 72 10 4 6.25 3 4 5 r a 92 7 , 4 i 3 5 / i %� , �/ A 9 3 5 6 /� , // ,3 r 230 3 rraor 'mEr /% 4 -4Mir 12.5 rrA1107 8 12.5 6.25 ,mumumm■....11llll. 1,11,,,...‘,... 1/4 "m ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 11 12.5 7 12 12.5 12.5 12.5 62 12.5 10 8 12 S 9 / B25 12.5 10 10 12 6.25 9 / 5 72 11.5 7 7 10 / 4 8 r . 7 8 10 5 8 0 4 92 12.5 4 6 8/ 3 6.25 12 4 6 8 4 6 25 3 230 5 �i� � 5 mire( 9 12.S �/� 7 48 12.5 12.5 9 12.5 6 10 12.5 12.5 12.512. l 1/4"0 POWERS & & 1/4 4 - 2 0 STEEL MACHINE CALK EMBEDMENT STAINLESS • l -IN SCREW 62 12.5 9 7 10 4. 8 12.5 11 11 12.' 7 10 r 5 4 3 72 12.5 6 6.25 9/ 4 7 A � 12.5 7 9 11 6 8 92 11 3 5 7 I, / 3 5 , 12.5 1. 7 8 4 7 230 4 � / 4 r r/ 4 S 3 S 3 S% 3 48 6.25 6.25 6.25 6.25 6.25 6.25 r' 6.25 6.25 6.256.25 6.25 6.25 6 6 2 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6 6.25 4 6.25E 4 1/4 "0 ZAMAC W/ 1 EMBEDMENT POWERS NAIL -IN - 1/8" MIN. 62 6.25 5 6.25 6.25E 4 6 6.25 5 6.25 6.25 5 72 6.25 3 %// i�l� i 5 5 a 3 / �F 4/ 4 6.25 4 3 /"/�t�mso, 6.25 6.25E 4 5 rtA 3 230 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE • ANCHOR TYPE LOAD PSF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8• -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 000M 2 -1/4 48 11 11 11 11 11 7 11 8 5 ft nlu11n111> 62 11 11 8 11 7 5 11 5 4 1/4 "0 W000 LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO W000 GRAIN 72 11 11 7 11 6 4 11 4 3 92 11 8 6 11 4 3 11 3 230 11 r r/ 11 r or 11 r //, 4 1 -1/4 2 -1/8 8 6.25 • 6.25 6.25 3 6 6.25 � 4 � 5/16 "0 O.D. BRASS WOOD BUSHING W/ 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) W/ 1" MIN. EMBEDMENT • 62 6.25 • 6.25 6.15 4 6.25 3 72 6.25 6.25 6.2S� 4 6 3 92 6.25 4 6 4 3 4 A 230 4 Or i 4 O / ye/� 4 r j QmJW MIN. SEPARATION FROM GLASS SCHEDULE . POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 _ MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5 - 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8 - 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8 8 3 3 3 - 1/2 1 - 3/4 11 - 3 3 N/A 2 -7/8 50.0 5- 7 8- 5 2 -1/4 -1 3 2 -3/8 2 -3/8 3 -1/2 3 -1/2 . 3 -1/2 1 -1/4 1-7/8 __...._ 8 . 3 1 -7/8 10 3 3 N/ A 3 60.0 - 7 2 =1/4 2 -3/8 -1/ 1 -1/4 - 5 "2 -1/4 2 -3/8 3 -1/2 2 3 N/ A 10 - 1 3 3 70.0 5- 7 8- 5 8 - 8 2 -1/4 2 -1/4 3 2 -3/8 2 -3/8 3 3 -1/2 3 -1/2 3 -1/2 1 -1/4 2 -1/8 2 -1/4 9 - 9 3 3 N/ A 3 N 0 0 N M 0 0 N N 0 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION 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 WOOD 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 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.S5 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS• SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE-EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 9. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES. PRODUCT RENEWED as coatplyiag with the Melds &tiding Code Z $2 • o Acceptance No o -D . Expire 1 1 Date() By Miami Division RI 0 m m o 0th o; W N • r. o co co nn 3 • VJ.KNEZEVIpi PRoFEssioNAL _ wmt FL License ' 10483 tv o a. scale 1 AS NOTED 0 (design by l VJK 0 0 - date 07/19/991 drawn by MC (checked bj [ checked drawing no. 99 -097 sheet 4 of 4 I 07/31/02 15:35 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. F- QaD r • STORM PANEL SCHEDULE . • NEGATIVE DESIGN LOAD (W) (P.S.F.) SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS STUDDED 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS © 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING. TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (O1 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS (a 12 -1/2" O.C. MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 -0 8 -8 40.0 _ 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 - 8 60. 70.0 10 -1 9 -8 10 -1 9 -9 8 7 87 8 -1 0 8 -7 9 -5 90.0 100.0 7 -8 6 -10 9 -1 8 -9 7 -2 6 - 6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 150.0 4 -11 4 -7 7 -4 7 -1 4 -7 4 -3 160.0 • 4 -3 6 -11 4 -0 170.0 180.0 4 -0 • 3 -10 6 -8 6 - 6 3 -9 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 230.0 3 -2 3 -0 5 -5 5 -2 2 -11 2 -9 1n O §. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING © ALT. BUILD -OUT G . MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 07/31/02 15:35 SCALE : 3" = 1• -0" ALUM. OR GALV. STEEL SPACERS AS REQ•0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1. WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF •'F" TRACK EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 • 1/4 -20 MACHINE BOLT L NUT @ 12" O.C. (TYP. TOP L BOTTOM) EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT L WINGNUT® @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONOING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION •TYPE 1 • SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT L WINGNUT (2 ) (TABLE 2) @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 TYP, TOP L BOTTOM ALUM. OR GALV. STEEL SPACERS AS REG'O 0 FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1 • O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) "P' TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE /8" CONNECTION • TYPE 1 • AX 1/4 -20 MACHINE BOLT L WINGNUT @ 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONOING TO STUDS SPACING (SEE TABLE 1) 1/4 -20 MAC INE BOLT L WINGNUT 9 @ 6 -1/4" 0.C. OR 12 -1/2' 0.C. USE STORM FAI PANEL LENGTH CORRESPONDING TO STUDS eRWgI1C1 I 0 ` YBED } �I: I 1 i IN 5/8" STUCCO FINISH (LEG MAY ESE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" .5' ANGLE MAY VARY O ALT. CORNER DETAIL K SCALE : 3" = 1' -0" SCALE : 1 -1/2" = 1' -0' O 1/4 -20 S.S. BOLTS L WINGNUTSO @ MIDPOINT OF PANEL SPAN OR 09 51" 0.C. MAX. (TYP) 2" x 2" x .125 MIN. CONT. 3105 -H1 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY OPTIONAL HANDLE LOCATION 3/8"m HOLE FOR FASTENING PANEL 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 701 -1/2" x 1 -1/2" AL. STUD ANGLE 1 /4',r+( 8" x 3" x 1/4" x 1' - 1 - 1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 /4"m POWERS CALK -IN W/ 7/8" MIN. EMBED. 3/4" 1-1 IN CONC. @ 3" O.C. OR 1/4 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3" O.C. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 - BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDEI NOTE : USE OF THIS DETAIL IS LIMITED TO .-72 PSF AND A MAX.. PANEL LENGTH OF 11' - ". O STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1- 1/2 ":= 1' -0" PRODUCT RENEWED to o the Florida Acceptance No 0 7, -0224.o7 Espiratioo Date Z Z — N r w < C7 — V � 0 6 � V1 ec Q Ca W z S V � W N � W Z v o • 1 no In n 0 m * U • " 5 g 0 0 5 Ce O m • rn N • N m oa "'s • oa i=ao N 0 • • o a m G ~ z • E 40 W CV I- w w NZ Q < 0 H � 0)— ( scale AS NOTED {design by ) V JK O 4' e 7. • z Z 0 0. a Z 0 z 0 a on 0 o. 0 Z L 0 (date 07/19/991 (drawn by MC checked by� VJK drawing no. 99 -097 sheet 3 of 4 1 07/31 /2002 03: 35: 40pm SEE. STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE EE STORM PANEL SCHEDULE MAX. PANEL LENGTH MAX. PANEL LE EDGE DIST. E 0 In M O N .0 0 n 0 N 0 N 0 01 0 E c in .250 O .325" GENER 07/31/02 15:33 5.00" 1.50" .11 TYP. 1/4" S.S. STUD @ 6 -1/4" O.C. OR @ 12 -1/2" O.C. (SEE DETAILS FOR SPACING) 1.50" STUDDED ANGLE t t STORM PANEL SCALE : 3" = 1' - 0 .090" (TYP) 5.00" .188" PRODUCT MARKING PRODUCT MARKING LOCATION 7 (OPTIONAL LOCATION) .085 88" "F" TRACK WINGNUT SCALE : HALF SIZE SCALE + HALF SIZE 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE OVERSTRESSED THESE LOWABLESTRESS WAS USEDI 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 ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. • 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 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: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY 'A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE 15 ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40, G 60 GALVANIZED COATING. WITH A MINIMUM Fy =46.7KSI. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DI CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 09 & ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4- 0 xllllll' BOLTS W TH DQIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATIONt &OQ) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUUUIREED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. : 05" .25" 10 0 I- a W 1.- z vw 0 N J N W W 0 Z Z X a � as 0 £ X J 0z N C C y1 G W W N 1/4" MAX. - - = 1 .00 "f .00"1 STANDARD CHANNEL SCALE : HALF SIZE •)PERP. TO PANEL SPAN) SV /4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING 3.500" WIDTH UNLIMITED SECTION OPTIONAL LEG DIRECTION O "h" HEADER SCALE : 3" = . - 16 GAGE GALV. STEEL GRADE 50 0 r 1 TYPICAL ELEVATION (SYSTEM 1) PRODUCT RENEWED as Belding Florida with tie Flo Accept/tact No 0 ,, 0 : Z6.07 AA 2008 75' I P MOUNT ✓ ✓ PLAN VIEW BOTTOM MOUNT B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND 6 -1/4 (TYP) - 0® DIRECT SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION MOUNT 0 USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYP) AL ELEVATIONS 0 & 16 (TYP.) 2.000" .062 5.00" 1 1.813" "U" HEADER .SCALE : 3" = 1' -0" 16 GAGE GALV. STEEL GRADE SO OPTIONAL LEG DIRECTION 11 SOFFIT CHANNEL SCALE : HALF SIZE 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS -- - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 4, ANO PLAN VIEW & NOTE 14 SHEET 1 VERLAP FASTENERS (SEE PLAN VIEW & NOTE 14) .75' 1 1 -3/4" OVERLAP MIN. 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW SCALE: 1 -1/2" = 1-0" 12 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 6 -1/4 • (TYP) 16 GAGE GALV.' STEEL EXISTING CONCRETE. HOLLOW BLOCK OR 1.4000 FRAMING ANGLE SCALE : 3" = 1' -0" 1.00" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 0 N r 14 GAGE GALV. STEEL • 5.00" MAX. CLOSURE SCALE : 3" =0' -0" 1 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH ANGLES WITH STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS WITH ANCHORS @ 6 - 1/4" O.C. @ 6 -1/4" 0.C. MIN. .125" 6063 -T6 ALUMINUM 5 MAX. ANGLE SCALE : 3" = 1' -0 TOP MOUNT 00 OR DIRECT +- MOUNT 7I W el J J J W W z Q a £ x ¢Q O£ N C W W LL N BOTTOM MOUNT 00 OR DIRECT MOUNT 1• 1/4" MAX. 1O USE 1" x 1" x TUBE WHERE APPLICABLE SEE NOTE 14 & TYP) AL ELEVATIONS & 16 )TYP.) FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) LOUSE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPl AL. ELEVATIONS 45 & 16 (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (TYP) 1 1.50" SCALE : 3" = 1' -0" GALV. STEEL GRADE 50 OR ALUM. r = MIN..085" ANGLE KEYHOLE WASHER 14 SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION .093" TYP. PICAL ELEVATION (SYST vt c 0 N as 1 1 I ° a LD16 GA. STEEL TUBE SCALE : 3" = 1' -0" =BOTTOM MOUNT OR DIRECT MOUNT NO OVERLAP FASTENERS OR REINFORCING TUBE ' •UIRED. TOP 8. BOTTOM MOUNTS SHALL BE "F" TRACK OR ST •DEO ANGLES WITH STUDS @ 12 -1/2" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 12 -1/2" 0.C. 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2" O.C. (TYP) OVERLAP FASTENERS TYP. (SEE NOTE p 14 0 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2" x 5" MAX. csa r 0 M RI re m V 0 z V QO 0 0 5 ch Q m • N 1 • 0 CO • t rn U �a N .. iY 0 n Z aN N N /- W W NZ Q >2 ce WI- w J W O W NN scale . • AS NOTED design by l VJK J , 0 0) L CL d ar e 07/19/99, drawn by Mc ` (checked 0yj VJKJ drawing no. 99 -097 sheet 1 of 4 00 lt'I V: I`7 0 N csi O O r- 0 N Cr 0 SEE MIN. SEPARATIO FROM GLASS .SCHEDULE (TABLE 2) GLASS OR DOOR GLASS OR DOOR 07/31/02 15:34 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2 SCALE : 3" = 1' - EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 2* FASTENER. SE SCHEDULE. RE CONNECTION • EXISTING CONCRETE HOLLOW BLOCK OR •W000 FRAMING ANGLE TO WALL DETAIL A O WALL MOUNT SECTION SCALE : 3" = T -0" W000 STUDS @ S/8" 2" x 4" x .125" AL. 24" O.C. MAX. MAX. TUBE OR 2" x 6" P.T. W000 W/ 1/4 "0 LAG SCREWS @ 12" 0.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO 72 PSF. WALL MOUNT SECTION (BOTTOM) ® OR ® ANCHOR ERENCE 1' PANEL TO ANGLE DETAIL 1 /4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT 09 @ 6 -1/ • " O.C. OR 12 -1/2" O.C. USE ST "M PANEL LENGTH C. • 'RESPONDING TO STUDS SP NG (SEE TABLE 1) EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) � _JJ #14 S.M.S. @ 10" O.C. 2 - 1/4 "0 x 4-1/2" S.S. 1/4 -20 MACHINE BOLT LAG SCREW @ 24" O.C. MAX. & WINGNUT C @ 6 -1/4" O.C. OR W/ 1 -3/4" PENETRATION 12 -1/2" 0.C. USE STORM IN CENTER OF STUDS PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 1 x 4 x 125 OR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR O7 CONT. ci m GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPES'• DUAL CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING S 1- Z J Z 0. 0. X 1/4 - 20 MACHINE BOLT L 8 WINGNUT 0 @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING CONCRETE HOLLOW BLOCK OR DGE DIST WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPES. REMOVABLE FASTENER @ 6 -1/4" O.C. MAX. FOR SYSTEMS 1 OR 2 AND @ 12 -1/2" O.C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE1'. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER @. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 0 MA ® WALL MOUNT SECTION (DIRECT MOUNT) 1/4" MAX. 5/8 " 1/4 "0 ELCO MALE WITH WASHEREO WINGNUT @ 6 -1/4" O.C. MAX. FOR SYSTEMS 1 OR 2 AND @ 12 -1/2" 0.C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' . EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING MAX. GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • © BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" OR1 "x4 " x.125" AL. TUBE (OPTIONAL) — GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) S/8" MAX. EMBED F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • OPTIONAL LEG DIRECTION O NOTE : USE OF THIS DETAIL IS LIMITED TO .72 PSF. 1/4 -20 MACHINE BOLT 8 WINGNUT @ 12" O.C. TYP. TOP 8 BOTTOM Q OR Q It1/2" O 1/4 -20 MACHINE BOLT & WINGNUT 0 @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO 2.72 PSF — 1/4" MAX. / 4" FOR COMPON 2 ANO 3/4" p_CIR OMPONENT3 1/4" MAX. ENT THREE 1/4"0 W000 SCREWS W/ 2" MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER @ 24" O.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER #12 SMS BETWEEN TRUSSES @ 10" O.C. MAX. PRODUCT RENEWED as Daidleg Code with the Florida Acceptance No OZ- o: 26 • 07 Expiration Date M iami L Division Control • Z Z •r w u v 1 3 Q V � O. N 1/1 Q W 2 S V _to w F. N > w Z Z 0 I1 LU N Z Q a >2 <0 N W N1/1 VJ. KNEZEVICH PROFESSIO - INEER FL ucense 10983 1 1 ZUUZ N 0 on d 1 e. • t 0 = a. Z E E 0 } Z u a N O 2 m LL 2 0 2 6 E E 0 date 07/19/991 scale AS NOTED `design by V (drawn by t MC (checked b) [ checked drawing no. 99 -097 sheet 2 of 4 Hel[i Per t Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -55 Printed: 1/28/2004 Page 1 of 1 Applicant: VICTOR LEONI Owner: LEONI VICTOR JOB ADDRESS: 262 NE 98 ST Signed: (INSPECTOR) Fees: Description Amount FEE2004 -872 Building Fee $145.00 FEE2004 -873 CCF $1.20 FEE2004 -874 Notary Fee $5.00 FEE2004 -875 Training and Education Fee $0.40 FEE2004 -876 Technology Fee $3.63 FEE2004 -877 Scanning Fee $6.00 Total Fees: $161.23 Contractor ROLLING SHIELD INC Contractor's Address: 8900 NW 119 ST Local Phone: 305 - 820 -8224 Permit Status: APPROVED Permit Expiration: 7/14/2004 Construction Value: $1,682.00 Work: 14 OPENINGS OF STORM PANELS Parcel # 1132060134170 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 5 & E1/2 OF 6 BLK 31 LOT SIZE Total Fees: $161.2 Total Receipts: - 16:0C JAN 2 8 PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: