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BP-05-1241 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (3 5)795.2204 Fappx: 305 .8972 RE VED BUILDING Permit No.4?)G)— 17-41 PERMIT APPLICATION AUG 2 2 905 M ster Permit No. FBC 2001 --.-- Permit Type(circle): Building Electrical Plumbing Mechanical Roofing X/ Owner's Name(Fee Simple Titleholder) DA4-4VC—L, % A-v-1 Nom- Phone# 4'S 1 (0 OC 1 Owner's Address ►L?4 8 N E at 9 TN 5TV2-C-C-r City MiAi-A\ State -�[ O 2k 1)& Zip \3 Tenant/Lessee Name Phone# S A"c Job Address(where the work is being done) 10 T-A -1aT2 C-61- City Miami Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO Contractor's Company Name j�/� L�� r��,-rte e- Phone# ,?US Contractor's Address /,!>—/ City >J2 State Zip E3/,6 '7 Qualifier��i�,., ,� t State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# $Value of Work For this Permit a�O a Square Footage Of Work: 'Sam Type of Work: ❑Addition ❑Alteration [-]New ❑ lace Re air/Re p p ❑ Demolition Describe Work: Submittal Fee$ Permit Fee$ ��5 CCF$ 1 - 80 CO/CC Notary$ 5- 00 Training/Education Fee$ CD. 6O Technology Fee$ 5. �S Scanning$ S. w Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due$ z,:3G' C25 (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) t 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 thetnwill in on w occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect of e approve and a reinspectionfee will be charged.SignatuSignature ��.+ �� /�.-✓'" Owner or Agent Contragor The for going instrument was acknowledged before me thisThe foregoing instrument was acknowledged before me this�2 day of ,200 byl)�Zr)le a n n P I- day of hiq 20 Zby who is perso ally known to me or who has produced� who is personally known to me or who has produced�> As identification and w o did take an oath. s id tifibtdvw,ft&d take an oath. YP NOTARY PU IC NOTARY PUBLIC ;i°` '=C MPIion 'JD2�19n 0. Sign: Sign: ul 13, Print: Atl tic Rnndin 0 r Print: My Co i My Coin ssion Expires: AISTIP MY COMMISSION# DD 1�`1W ' ur�o`g EXPIRES:December 15,2006 3•NOTARY FL Notary SOMoa&BorWding,Inc. APPLICATION APPROVED BY: O y�v� Plans Examiner Engineer Zoning chc 05/13/03 5OR, y� Miami Shores Village Building Permit 10050 NE 2nd Avenue •��� " Phone: 305-795-2204 Permit Number: BP2005-1241 d41s � � Printed:8/23/2005 Page 1 of 1 Applicant: DAN TANNER Owner: TANNER DAN JOB ADDRESS: 1048 NE 99 ST Contractor DILBERT ENTERPRISES, INC Contractor's Address: 151 NW 154 ST Local Phone: 786/256-6434 Parcel # 1132050180180 Legal Description: REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 9 BLK 179 LOT Fees: Description Amount FEE2005-11543 Building Fee $225.00 FEE2005-11544 CCF $1.80 Total Fees: $236.05 FEE2005-11545 Training and Education Fee $0.60 Total Receipts: $0.00 FEE2005-11546 Technology Fee $5.65 FEE2005-11547 Scanning Fee $3.00 Total Fees: $236.05 Permit Status: APPROVED Permit Expiration: 2/18/2006 Construction Value: $2,200.00 Work: HURRICANE PANELS SEP 0 ; PAID Signed: (INSPECTOR) +�-'1 'S-7 7 . 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: °Res Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL FNTEti IM 8 �c0 1 Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-2999 Permit Number: RC-12-05-1241 Inspection Date: 11/28/2006 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Final Building Owner: GONZALEZ GARCIA,ADOLFO NOV 2 9 2006 Work Classification: Alteration Job Address: 262 93 Street NE Miami Shores Village, FL 33138- Phone Number (305)206-0463 Parcel Number 1132060133500 Project: <NONE> Block: Lot: Contractor: NOTTOLI CONSTRUCTION & REMODELING Building Department Comments Pending final plumbing inspection. No approved plans on site for inspection. Building locked, no access. Pending submittals of final survey and final elevation certificate to Bldg. Dept. for review. 11/28/06 CG. Inspector Comments Passed /; Failed 'XL- Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday, November 28,2006 Page 1 of 2 PF&RR M6 MCCOMPLETION OF SUBTERRANEAN TERMITE TREATMENT Purchaser's Name and Address:Nottoli Construction 5838 SW 49 Street Miami,Florida 33155 TREATMENT SITE: 262 NE 93 Street Miami Shores,Florida Project: Cut Out Building:N/A Chemical: Cypermethrin Y Product: Demon Max Square Footage : 25 Linear Footage:N/A Number of structures treated: 1 Date of Completion: 11-20-06 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None ✓ 1 Year ❑ Renewal Yes ❑ 5 Years ❑ No ✓ LICENSEN 1 A( TE ST CO ROL, INC. BY: Harve Sma s, Pr ident Revised o 05-26-05 300 S. STATE ROAD 7 9 PLANTATION, FLORIDA 33317 • 954-584-8588 • 1-800-749-8588 • FAX: 954-584-6117 1yNoRer Inspection Worksheet Miami Shores Village ---- 10050 N.E. 2nd Avenue Miami Shores, FILQC'� +'. FtORiDp' Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: 1NSP-11621 Permit Number: RF-3-06-601 Inspection Date: 11/28/2006 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: GONZALEZ GARCIA,ADOLFO 2 9 2006 Work Classification: Roof- New Job Address: 262 93 Street NE N�V Miami Shores Village, FL 33138- Phone Number (305)206-0463 Parcel Number 1132060133500 Project: <NONE> Block: Lot: Contractor: NOTTOLI CONSTRUCTION & REMODELING Building Department Comments 1) Certification letter from the Engineer on the hot mop inspection has not been submitted to the Bldg. Dept. 2) Revision of permit to Monier the instead of Altusa has not been done. Pick up uplift report. 11/28/06 CG. Inspector Comments Passed Failed Correction Needed Re-Inspection �l Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday, November 28, 2006 Page 1 of 2 �rEs, rte; A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING HELP // , —' --- ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE ROOF PROBLEMS??? TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: //� Permit#:.,G.•/---. Job Address: Roofing Contractor Type of Tile: Date installed: Approximate Roof Height: /�� � feet Roof Pitch: 1 y� / Type of Access to Roof: ./ _ Scaffolds Ladder Other Approximate Square Footage of Roof: ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST TEST LOCATIOI UPLIFT PULL TEST tEST LOCATIO UPLIFT PULL TEST rEST LOCATIOI UPLIFT PULL TEST ITST LOCATION UPLIFT PULL TEST 1 6 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 1 104 129 5 30 55 80 105 6 31 6 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 1134 10 35 60 85 1 135 11 36 61 86 111 136 12 37 62 87-,, 112 137 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 115 140 16 41 66 16 141 17 42 67 92 117 142 18 43 68 93 118 143 19 44 69 94 119 144 20 45 70 95 120 145 21 46 7 96 121 6 22 47 2 97 122 147 23 48 73 98 123 148 24 49 74 99 124 149 25 50 75 100 125 150 IN ACCORDANCE WITH THE 09ITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Remberto Contreras P.E. P.E.#21522 A-1 CONSULTING ENGIN ER , INC. Lab.Certification #01-1224-0 4917 S.W. 74th Ct, Miami, Florida 33155 - Telephone (305)740-9550 - Fax(305) 740-9550 ENGLISH: Cell (305) 609-6388- SPANISH: Cell (305) 498-9804 NOV-20-2006 06:00F FROM: TO:3057409550 P.3 A►-1 CONSULTING ENGINEERS, INC ROOF 57'RUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: ofle5 Permit*:,g-, & el Job Address 47r Roofing contrnotor: �`f6' -r,e�G. Type of Tile: , , ,�/�' Date instelied: Approximate Roof Height: Z feet Roof pitch: 3-12 Type of access to Roof: ee' Scaffold Ladder: Other Approximate Square Footage of Roof. 6? ft 2 Required Testing Furca: 35!b& Date Tested /✓:/9-ol NurnberofTeats: /�/ ,---- SKETCH OF ROOF Y I I T REVISED BY JUAN CUGA . . DATE : /'�9''•�� 6 7274 S-W,481h St, Miami, Florida 33155 • Telephone(305)740.9550 • Fax(305) 740.9550 ENGLISH:Cell (305)609-6368•SPANISH:Cell(305) 498-9804 t Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: b •V WePermit No. () 5-1>-t� Opening Description of Window Product Acceptance Product Approval Opening Design Ron b Opening shutter Re aired Mullion Re aired Impact or Door or mullion Number Design Pressure Pressure Yes I NO C+)PSF - PSF H PSF - PSF X va r .... (� h W •... • •• .... relo 3 ...... .. • see* a"v 4j • e • • wove • 7kK d • • e ej � 4 � a N b ` N I ' tndou� le �OL3 w� • • f • I . I • . f � { I ► I WOW o� I 3gx 6 . i i o ao � � � Illlllli . .. .. . . . .. .. . . . . . . . . . . . MIA MI-DADS •:• MIAMI-DADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING • • • • • • • • BUILDING CODE COMPLIANCE OFFICE • . • . • • . • . •. • • • • • • • METRO-DADE FLAGLER BUILDING • 140 WEST FLAGLER STREET,SUITE 1603 . . •.. ... . . MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2908 SHIELD SHUTTEZ%'3 JNt.. •; :.9 ;* ONTRACTOR LICENSING SECTION 7272 NW 25 Street • • • (305)375-2527 FAX(305)375-2558 Miami,FL 33122 •• � � •. � ••� �• CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA)of: (305)375-2902 FAX(305)372-6339 20 gage Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO)under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-1013.05 EXPIRES: 12/01/2005 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL _ CONDITIONS BUILDING CODE&PRODUCT REVIEW COMMTTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Ie2�Urw�.sgl,A, Francisco J.Quintana,R.A. Director Miami-Dade County APPROVED: 12/21/2000 Building Code Compliance Office \\s045000I\pc2000\\temp4tes1notice acceptance cover page.dot Internet mail address: postmaster@buildingeodeonline.com 0Homepage: http://www.buildingcodeonfine.com . .. .. . . . .. .. . Shield ShutteMlut. .'. .'. oo. :" ACCEPTANCE No. : 00-1013.05 . . . . . . . . ' ' %. %. APPROVED . 12/21/2000 "' 0" EXPIRES . 12/01/2005 . ... . . :00 .. . . . . . . . . . •• NKYFICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 99-1006.01,which was issued on December 24, 1999. It approves a 20 gage galvanized steel storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23,do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gage galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99-120, titled "20 Gage Galvanized Steel Storm Panel", prepared by Tilteco, Inc., dated April 2, 1999, last revision #2 dated November 24, 1999, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami- Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION _ This 20 gage galvanized steel storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code(SFBC)in order to properly evaluate the installation of this system. we_,�-4. zj�� Helmy akar,P. E. -Product Control Examiner Product Control Division 2 % .. % .. . . . . . . . . . . Shield Shutter3',.Iat. •'• •'• •'• 0 ACCEPTANCE No. : 00-1013.05 • • . . •• . . . . . . . . • • ' ' 0 APPROVED . 12/21/2000 EXPIRES 12/01/2005 . ... . . . . •• . ••NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance(approval) shall be considered after a renewal application has been filed and the original submitted documents,including test-supporting data,engineering documents,are no older than eight (8)years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name,city,state,and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the-code changes. b. The product is no longer the same product(identical)as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted,is no longer practicing the engineering profession. 4. Any revision or change in the materials,use,and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee)and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other - purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1,2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. akar,P.E.-Product Control Examiner Product Control Division 3 • 'PV GENERAL MOMS:' 990' : • • • • • 1� • 2.250' 4 .990 9 . • ••�YA) • • • h 990" 1. SMW PAVEL ALAS BMV DESIGNED W ACCaRWACE MRN TME INCE•COLNM. 1994 M N . Gohr STEEL OF of SOM ROWBUIGYHC ME: h DE 1v MMO LOADS 9 MLL LE OE2RANNL97 AS PER SfC1AQV I of ASCE _N11N Ila MICA 1 N 84W MMD SPEED, �• , 2.865' SR1wME ma's ADEOUAGI'EOR arAa MAD FATIGUE RESfSTMALF MS VERMTED NY AOCOROAMCE• • • q� •:' -: •_ *00 �• MRN SECAOV 2314 OF TLE AW COVE AS PER AYERM.N LAG REPBRI 1 OM02-90. h • • • y0: • i 2.250" p - AND FDESIRATIOW 7EMW L IL ROMIS I 2722.12111 22SJ 4 Mft m • • • • • • •a+•. •• of 20 CAGE Z ALL SIM SHEET ACM PANQS SfML HAVE SIMUCTLAII GUN"ASTM A44e-Ol, QVIOE C, GALIMIWIEO : : • •• •• • q • : 20 GAGE Gals. STEEL o, S1Em Q'.Sm"mw MAY-49 MT(AFTER ROUACLI • ••• ••• • Galy, STEEL g A ALL ALLWMW FXBRMOM SHALL HE 80413-75 ALLOY UNLESS GRA MSE AIOMA 4. ALL SCREW 7O LE STAFA 5 1,1E}I 304 OR 318 SO]EES S BOLLS>n 8E 2024-74 ALUM WNL ALLOY, "IdU M OR SIDA MESS SM!4 MRN M kW ANNAAAV . . . . . . . .r2 000'JEMEMVE WIDTH) 6.000'(EFFECTIVE WIDTH) WELD POINE. a AM XRS M WILL SHLL BE AS R LOM OAUSS OTHERNLSE MOM) • ••• • • • • •• 14.143' (TOTAL W/01H) • &152'(IOTA! WIDTH) W TO Laas►wc PIOIIREO COVACAIETE` _ • • • • • • • • - f/4'1 UPM ANrIMM AS MMMIFAcnm BY ITIMANNET OR ELM MINSLIt/M MAC •• • • • • ••• 0 PANEL141 HALF PANEL - 1ix 7/B'AIME MN-W ANCHORS AS MANWACRM BY LEE AIME RUG CO KW. MLC. 2.251' SAMELI CALE 3/8'= 1• A I)UM"EM OWNT OF MYON ANL7AORS AVM A%M CM Cft7E SHALL.LME 13/4' . SG1LE'; J/8' = 1" A.2)W RINE CALX-MV A MORS s4aL LEL 47MY OMEDL)ED 94M RAE POLKEO QOMMVM No•R 0 2.226" . ,I ' 2.187" 1?5' �4� SCREWmmmovIr ASE O SOU WANAM SHOULD SRXCO IMT AM aFW MWJ WIN NO 125' t`/4 1 S S. STUD �— A-V IV ME TMT APRECASr S1OA, AWAST CONCRETE AME.% OR PAMM LE FOLMiD ON THE' Q'• _ RfVETED TD ANGLE DMIND Mw1 EYE FLOC%MLCROM MMU. HE LONG EMO AN M REACH 1HE•MW 231' 750• 11"0. C. 1/4 M M .1 STUD 7�" ae"SUCH POCA ANGHMME SHALT.BE/ErnC47M ON MONS LI)f A.2) VE7ED ]27 ANGLEAGOM D=M CCINCMW f 10' X156• TR 4 g6 �" O t? O. C (lJ114'B TAPCLN ANCOR$Ag u4mArAcn4v b Or mV1miaT OR ELcO.MOUS7RE% IMG. .�• . CK MILL ;�:j - 1/4'/x 7/B'AMML CAUL-N/ANCHORS AIS'MAMIFACTIJIED or THE A w RU:Ca~. ffk 4 .094' r^j 062' � w � SEE p N w $ SEE � a 1)MjUW E MEMEM OF UPCON ANCHORS N M 7NE CO OME SLOW LNI' SH&L BE 1 1/4 090' `r .062' DETAIL t $ DETAIL. 1 "NO L M OANCHORS SWIL BE L P Y EIDEDOED MMD 1!E L17AKWE7E BLOCK UIWt f 4'/-10 SCREW USED SHALL BEL 1/1'LONG AMMM SMQRD MICM OW.AM .094" . 2.000" /NBIAWUL FOR MELTS WIN NO STIlCCa N , 2.000' I Lai)AV CASE IMT PRECAST MEI.A R14U LE��i7V�TO VIE WNV S/RUC11M BMMO� • 2.000 70Q �' 1000 P AIf/�UM POR AVCfXM MWOMED N A LA Q 2.316. �' 2.289" '• ® 2'x2'ANGLE WTM STUD REVERSED 2`x2' (C) ANIC MS IWL 8E AVsMED MUOUNG ALL.OF VERECarME 0110W AND MIRM M } OF THE ANL"'S MMWAFACrtMJER '1 000' SCALE WITH 2. 1/2'= 1 ANGLE STUD z IT SMLL BE FW RrSFACA 96IOF LIM IW COMRACIOR TO MR"THE�MDMM OF TEE SIRIJC W (� Qr� W*W SHUTMF IS 10 BE•ATTOYM TO NVSURE PROPER ANCHOMM 2.146' ® 7J-HEADER SCALE: 1/2" = 1' a A1NryM Mr ALSO LE BOTAUM HOfiZ M'e O MAILS SMMN ON SECnoM .* 'u'HEADER 750' TVAMES W.(2)a5 2MD�r eE LL4a (N!• A B EXCEPT TEMr ME400 s 2 71 HEA O SCALE: 1/2' s t• 125 —i ATES SEE DET. A M�`S LABEL SWILL BE PLACED AT BOTTOM OF&CM AWL. Q FOR BUILD-DUI _i 4/B& 8/8 �mw►Em A"mCOM� lf1 f/4 A S S STUDU04 R.0004 SCALE 1/2' = 1" SGLE• 1/2' - 1" RIW?TO 5/1 e'! HOLE FOR OM COMM PRODUCT COMROL AP ROWa � o ap STUD LOCATION AT 063' y� 3A1/ox CONCRETE ANCHORS i�� � , taA N EVERY PANEL OVERLAP � .094' . !� M � 1 Illin. (SEE S(:f/EDULE) i � 0 1 TTS-7--rr1 t.DOO' � •� • � s o 5g 5 1'X2'ANGLE m V Z < _Q - w O WITH STUD osJ• ,� I u °z $ 1 SCALE- 1/2" = 1" , .1875" O 125' OPTIONAL J 6?.S• .374' DETAIL f 115' 188 0 o M;n 1r LONG KEYHOLEAT PANEL AppRovo As COMPLYING WITH THE (S E SCHEDULE ON qAjN SCALE. 1/2" = 1" SOUTH FLDRIDA B ILDING CODE S 6 8) 24 ' DA w $ BY b _ 'LICi• N N - — _ �•. — — — — — PRODUCT C OL DIVISION Dom' 2.000, BUILDING CODE COMPLIANCE OFFICE 5.000"(Max.) ACCEPTANCE NO. 3'Aw. CONCRETE ANCHORS (SEE'SCHEDULE) 3'Max. © TRAM Q 2"1: 7'X '1/4'ALUM/NUMANGLE T , 1' Min. IF--:min SCALE 1/2' = 1- MALE: 1/2' - T' ® 2+x 5'(M8x,)x .125"ANGLE STORM PANEL ELEI/AT7ON 6M IED.PANELS V f�,f�A�•�}/'}� / �1 SCALE 1/2' = 1" MAM1-RADE COUNTY SCALE 1 1/2' - 1'-0' 1/4 /-20 x 3/4 M. S. W/ t/V/iC`/PONE'V T 1/4'Max. GAP 7/8"x J//J2' MAIGNUTS' O 20 GAGE GALVANIZED STEEL STORM PANEL AS SHowN 1/4'Max. GAP EA OVERLAP (SEE SCHEDULE SCALE ON SHEET 6 Of 6) SHIELD SHUTTERS, Ina 4/DA rE '1/99 ECON C. MM NW 25UL STREET O T1L11T n=m t 6NOrwavi ti COMPANY M14ML fLORR1A 33122 99 — 120 SECTIONA-A esas LLw. sr�1v veasewl f MIM p_, noAr ��e2T-1JJL;.fmr:(.701 7L-fur •cx w aemrnw arE Rv w p,y�rgrr w>t ORAWNVG No SCALE 1 1/2" = 1--o' �� / WALTER A. MLIT Jr., P. E r x SHEET 1 OF 8 FLORIDA Uc. 44F67 z GENaak r 4 CbIICREIF ANCHORS • •• • • • •• •• • CONCRETE ANCHORS POIXLED COMCRETE RAWL C"_&V (SEE SSE) • • • • • • • • (SEE SCN'.DULE)� REQLARED CONCREIE ANCHORS 8 Cont • • ••• • • (SEE SCHEDULF� A 1/4'0-10 x 3 • • • • • • • \ _— i• • •�j ' • ••• _ ry \ �'--E a ( •SEE COMCRET£ANCHORS NUT OR 14 s Barx "^!! $ \\\ s I (SEF SCIAMUt£) EQ EO B — �? 1.000'POURED CONCRETE ANn. REQ • • • • •••O 48 a ANCHWtS —f w Z POURED CDNGWE7E — d : ' • • ' ' • •' : :• 0i I OR CONCRETE I T EQ f0 • • • • • 1 BLOCK WALL I POURED N 3� ' 2 REOLMD CONCRETE 04, ... �.' '.' 2 I 1 d I REQUIRED I Cont. — 1 Cont I I W 1 I I cont I d I REalwo 1 • . •• POURED CONCRETE __TT d I I I 1 I cont I 2 �• I i i 1 I 1 I � I I I I I I i 1 I 1 Am (SEF MEMO (SEE SWaWMAL01 I--(�schm" I }�R •�(SEE Salo" 1 ' FOR "h SEPARAT701V T. FOR Aft 5%EP"low 's I FOR W& St PAR WN 'S 1 � I TD GLASS OF mink I I TO GAO OF D057IMG I S E) j i* GLASS of LYLSDL i I B° GLASS wD W OR s a s I i wmOw OR s C a i IEXISIM wUioow OR s a a 1 FOR WX maw OR s a a 1 MICOw OR STO GZAW OF EG CL 1 1 f 14•r- 1 1 I 1 ! 7/8•r x a/M* ,�� 1 I 7 x 3?• I 1 xtNG NUT o EVERY —!— I ( L�'oL�sMiv%7/8• I ! ► IrEWW�o � I � STUD o 12'D. C. I I x 3 0 A 1 Cont i 0 12'CL C. 1 I 4ASTUD O 1 d I 0 12 Q C 1® I I 1 Cont / I d I ,� 1 • W I RED OQNCRE7E i R 1 ry W i a F'DURIip CONCRETE iS W ry CONCRETE POURED cow-ft-TE BLACK BALL I CONCRETE BLOCK — ORR CO ICONCRETE REpUY7ED 1 OR COAKVETE REQINRED WU _ j, lRED z BLOCK L I — _ RfOfNRFFl) u 1.aryn• 1 — IT rr• J 1.000'Aft CONCRETE AAICFlOYPS / 1.000'Apn CONCRETE ANCl/ORS ( 6 Cent p0� E a RAWL GV.K-M AL7ERIWTE F17YP 4O An. Amo At7ERNA7E CONCRETE ANCHORS " (� 1//4'/20 x J�4'S S BOLT w Nur Cent FOyQ.® ( ( CR/14 x J/4 SOLS O SECTION O ANCHORS (BOTTOM) -WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING — SECTION 2 DIRECT WALL MOUNTING INSTALLAT/ON Sari 3�e•_ 1• INSTALLATION BUILD-OUT MOUNTING SCAM 3/e'- I. — SECTION 3 — SECTION 4 INSTALLATION — SECTIONmeaj 5 T FUR Min. SEPAWnRW I WWOOWW OR's°A"G 1 PRODUCT RENEWW APPROVED AS COMPLYING W?H THE I ACCEPTANCE Na 0 O— � O 13. 0 5 SOUTH ORIDA BUILDING CODE I 1 � E. D. = EDGE DISTANCE DAT 1 I � SHEET 6H�. B ON EXt' TION DATE I Z O I 2 0 0 5 BY d ) POURED CONCRETE at I B PRODUCT CON OL DIVISION REEOO M iYAtL 1 PRO CONTROLDTYL4iON BUILDING -CODE COMPLIANCE OFFICE i BCJII.AINO CODE COMPLIANCE OFFPM ACCEPTANCE NO.Jg -AW- NOTE W•NOTE FOR CONSWAnON OF SECTIONS : MIAMI-DADS COUNTY Nt rhe- WA�/LOOR/CETUNG MOUNTING SEC710NS CAN BE AS SNOWiY smn q 12'a C COMBINED IN ANY MAY TO SUIT ANY INSTALLATION. 20 GAGE GALVANIZED STEEL STORM PANEL SCALE 5 cottt 4/1/99 L EHIELD SHUTTERS, Inc. LA SECT/ON 4 STUDS (BOTTOM1 C o INC.I Ne, S7172 NW 25th srREEr WALL MOUNTING /NST ELATION RUJr TE=Na : ENONEEAWNo COUPAW Arrow, FLORIa4 33122 99 — 120 — SECTION t W 3�-_ ,- &'M Z(3015 MtM.f ( 7t-ts�ri n� am w aoarnar as WL w ccaana• air DRAWING No WL7ER A. 77UA Jr., P. E. t aD"-I" 4-X— ° FLORIDA Lk. 44167 x wEn¢ 1111-.AW1 4 1 SHEET 2 OF 8 ANCHORS • • ••• • • • • ••• ANTS POURED CONCRETE AT md CONCREM ANCHORS .'1Ji1•iS • • • • •� ••.•.• \\ dW IIII AT (SEEHEDULE) (SEE� (SEE \\ IIIIII II IiIiI (SEE,FUM COACRE pp/pFD CONCRETE POURED CONCREE • . BLOCK WAU 00 CONCRETE OR CONCRETE %• REOCK MU REQUIRED REQUIRED REDR£D 00 2 :•. :.:': ' • ' : ' ' . •: : .. iI Tr 3ca nt I � I I I I I I I I I i I I i 4'/-20 x 4` } 4'0-20 x 4' !/4'/10 x 4' 1 4'/-?0 x 4' I--aao<s I s ears w s rq 11 �s eons w om.�UAV I s s ea7S w I ss ears w I FOR A/wr. SEPAR wN I 7 x 3 N11MC Fi7R Alin- sommi7ov Is 7 d'x J J2•WNC /8 /32 I „ I F Awir sEPAIdATroN 'S I 7/R'x '"pVC I Faa sI�ioN s I 17/a'r 3/u-fYAuc I NA SEXISTRW Nllf• S7W AT I TO GLASS OF EXfST14G • • TV CUSS OF E�75TM� NUT O • TO GLASS Qf£XISIM NUT O 51U0 • wAww OR s G. a EVERY OVERLAP Ar I WINDOW OR s G a I EVERY OVERLAP AT 1*woow OR s a a I EVERY OVERLAP AT I MOLLNGIH OF PANEL I A60LE7107H OF PANEL I AWLENOTH OF PANEL I I A6OLENG7H OF PANEL I I I I I II I mm NUT 0 r I I I 1 4'/-20 r I I I I S. EVERY STUD f d I I I I ALT O SnAD lO OR txat I w I I I 012•aa 1 4 I POURED OR CONCRETEarsNCAETE I I I w I I MIL QUIREDO I 1PoumPOUF CONCR-mOR CONCRETE I 1 � OR I d MOCK WALL REQARY I �BLOCK I (SEE —L_ REMMED [_ $3 5 CONCREW AfXH0RS 711 .� Cont PAWL OUX-0 AhCH ER (SEE Il 6 Cant. ei � IE/ ATE ( Saar"A Rs WALL MOUNTING/NSTALLA77ON DIRECT WALL MOUNTING INSTAU A77OIN WALL MOUAMNG INSTALLATION CEILING A FLOOR MOUAMNG INSTALLATION SECTION 7scAc� ave'_ 1- SEC77ON 8 SCALE J/e•- r• -SECTIOW 9 FaR un. SEP1AlbafOw 'S 1 I To GUM OF EXISTM I I WNDOw a4?s c a I /7�77 1 . a PRODUCT RENEWED APPROVED AS COtVIPLYING WTH THE SOUTH FLORIDA BUI DING CODE I + ACCEPTANCE No O 0_ 0 3. O J� DAT 1 9 . / d I 9 / t+ I 7/e•x J/32• tl EXPII2ATION DATE 1 2 By 3 E. D. = EDGE DISTANCE uam CONLREIE I SSWNG L 2 0. ad (SEE SCHEDULE ON PRODUCT CO OL DIVISION I SHEET 6 OF 6) BUILDING CODE PLIANCE OFFICE REQUIRED BLOCK WALL R NTROL A1VJ9iDri BUMDINGCODE COAO'I.1A�=0 ACCEPTANCE NO. •�/ MIAMI—DADE COUNTY NOTE FOR coMeinunoN of sEcnoNs 5 ca^/ 20 GAGE GALVANIZED STEEL STORM PANEL AS SHOWN WALVFLOOR/CEILING MOUNTING SE'CnONS CAN BE SCALE 8EaLmf sms(BOrrOAQ COMBINED IN ANY WAY TO SUfr ANY INSTALLATION. 4/2/99 WALL MOUNTING fNSTALLA770N =lLCO INC. SHIELD SHUTTERS, Ina DAM 7272 Nw.25Nr. Sn?ftT -SECT70N 6M"T TESTING t AWONEENNG COWAW FLOC M122 scAtE J/9'- i' �� � _ Q� aaas Kw. �m sy m sn �wm�M rz rner 99 - 120 �G��'�t/ "r� poen.r 1•�arI�1-tsld.fu: +t-ts�i ORAMMNG No •ns Mr •eaarrr+wr •ar •n:•. acsarna• are �• WALM?A. TILLIT Jr., P. E t •LO er-ras Sri•• + SHEET J OF e Z� FLORIDA Ila 44167 2 1 amm III/xvivL4 (EE ---- . 4 PRODUCT jt POURED COAAMM REOVAWD i i •• • • i r ACCEPTANCE N0, oo-1 o 13 .0 s i • ••j •• i • Cant C i Cont 4i • • ••�• •• 2 EXPIRATION DATE Of z O 0 5 By • • •i ••� •.• •• PROargicT CONTROL DI MION • • • 4 • • i DING CODE COMPLIANCE OFFICE -SEE SG7IED110E i ••j• i i•• ••• SEE SCHEDULE-4 II� FOR Alin. SEPARATION t Alin. SEPARATION 'S'TO aASS OF i WLNL>OW DR S L:Q 4 'WINLTOW OR S LxQ i .o HgM 4"I x 1 1 ' TRUSS 4'0 x 1 1112' TRUSS j O rl�O 2'Q SQCREIY 00010NEAD 1/O o1z'aE c` "� ' (ETCH PANEL OVERLAP) I f i(EACH PANEL OVERLAP) 1 4 7 I x3/J2" aCl / 1 ' WING NUT fi EVERY �Q i I l NUT O 3 STUD 0 12',a C rEVERY STUD O 12'O Q Po/RED CowmE E i i = i 50, CaWft-7r SEOW WAL REOU/dED EDGE OF ti ocawc►rfl-o c�.'wcrr°Rs 9 ISEE DEr. xl POURED coN+cRErE 1.000• / CONCRETE ANCHORS / / QO o r as ,/ APPROVED AS COMPLYING. IHITII THE 3 / SOUTH RORIDA BUILDING CODE R DA WALL MOUNTING INSTALLA77ON WALL AND FLOOR MOUNTING IN'STALLAnON o ,/ �' 3 BY Is / �• P sEcRODUCT CO ROL DIY!S,ON - noN�o -sEcnoN» / SME. 3/8'= 1' BUILDING -CODE COMPLIANCE OFFICE 'ACCEPTANCE No.. -o N 00o -x7T :ISOUETRIC 1/4' ALUMINUMANGLE 1NDICAnNG ANCHORS LOCAnON FOR SEC77ONS ? .0. 10 & 11 51, 543• U MIAMI—DADE COUNTY >F AS SHOWN C. 20 GAGE GALVANIZED STEEL STORM PANEL Scos 4/2/99 L SHIELD SHUTTERS, Ina DA Tr E C O N�. 7272 NW 250. STREET 71LL/T 7ESTINQ & FImmarmima COMPANY MAW, FLORIDA M122 99 — 120 &W KW..IBM,St I17 NRCMMON Mn MI awn.:(zr �f-uad.Fe.:(gas 7t-rslr AMA. ,rxcmn aw mm-Lm as icr «a air MAW1NG No ems. WALRIE&� 44167 E a rt M n� • T SHEET 4 OF B . ... P LOW CONCRETE f PROBED ex11VCRETE rcome w BLOCK NNLL f M �D COAM7E 3•x s•,<.09rREO OR CCACRM BLOW WALL f OR 3104-N14 OR ma-1f ALLOY MWMED • • •. VIA* i' • 900 Poumm CQNCffW + CONCAVE BLOCK NW1 C•rd-A&rn.ANGLE OR • • • • • i • - • •• • -8 •• • • • • • •• M� G�f REOMM • • • • • • • • 3'Aim f COMOMW ANfx M •�./is ••• ••• • • f CQiMp0E7E ANCHORS o 13'a G f ` 1 cur go AVIrt'1 • 12'a G T jql EIE ANQKM JGAP� LEG LMM LOC4TM 2' WMM Ht4 x 2 `\`�� 3105-N14 OR 8=-Td ALLOY J105-Cwtff AN ALLOY ® ® o © Ca+rL Alum.ANGLE Um ANGLE p 0-M BOLT 4'tr 4'n.a.Y W/.NCI<w 3105-154 OR°O!3-Tr ALLOY Cont AU&ANCLE OR CASEA (Plan) CASE B(Plan) '°OW�" STEL ANGLE CASE C(Plan) CASE D(Plan) SOtlE 1/4'- 1• SCUM 1/4'= Im SG4E 1/4•- V Mqm 1/4•� 1• 'k ANGLE MAY BE NEGLETED IF MAXIMUM BUILD-OUT IS 2' & PANEL PROUECTION p" (PASSED OPENING) IS 3' END CLOSURES DETAILS MMMUM DESIGN PRESSURE RATING W(p s f.)AND CORRESPONDING M"IMUM PANEL LENGTH IL*SCHEDULE Nrqu PitODI1CT RE11 w Accmrrmc$rq& 00-10/3. o 5" EXPIRATIONDATE Z O/ Z005- 11fAX1'MUM DESIGN max. PMIEZ LENCIH MPLICABLE 10 PANQ" . PRESSURE RATING L (ff.) MMMUM SMVMnON SECTIONS/d:ANY REINFORCEMENT wCP.�.f.) (SEE SERONS) TO CLASS COMBIIN471CW OF 7HEu 21/4•dP CONTROLDIVIIII)M �•-_�,..+v - +62.0,. -75.0 8'-0" OR LESS 2 3/4' ��1 N/A ASQQDE COMPLIANCE 0CS S - � +62.0, -66.0 8'-0" OR LESS 2 7/8' 2 & 3 N/A +62.0, -66.0 5'-0" OR LESS 2. 1/16- 4 N/A APPROVED AS CMpLYING WITH THE 3X3. ORS +62.0, -66.0 >5'-O" TO 8'-11 1/2' 2 5/8" 4 N/A 3105--014 Alu . -T°ALLOY SOUTH FLORIDA BUILDING CODE CmA DAT � +62.0, -66.0 7'-11 1/4' OR LESS 2 7/8' 5 N/A BY PI�DUCT OL DIVISION +62.0, -66.0 8'-0' TO 11'-0' 2 5/8' 6 BOLT BUILDING 4aE COMPLIANCE E -1.620. -66.0 >8'-11 1/2' TO 11'-0" 3" 7 � BOLT CASE E(Plan) ACCEPTANCE No. SCALE 1/4•- 1' +62.0, -66.0 >8'-0' TO i 1'-o' J. 8 'BOLT +62.0, -66.0 >8'-0' TD 11'-0' 5 3/8' 9 BOLT h( MI-DADE COUNTY +62.0, -75.0 8'-0" OR LESS 2 3/8" 10 N/A AS SHOWN * 1/4" 0-20 x 3/4' 20 GAGE GALVANIZED STEEL STORM PANEL SCALE S S. BOLTS W/ +62.0, -75.0 8'-0' OR LESS 2 7/8' 11 N/A 4/z/ss ue"o sTUD o NG - TIL ECO SHIELD SHUTTERS, Ina DA Ir 1 N C. 7272 NW 25172. STREEr EVERY OVERLAP AT NIA = NOT APPLICABLE 99 - 120 MIDLENGTH OF PANEL / � T1L1JT 7ES71NO ! EWQ�ER/No COIIPSANY A1IAul, FLOAILIA 33r2z sun xsr sn 1NOW n Jsis ORAWINC Nu P••u R71 (JOJ)c�t-r53t AMM. - XMM"w aar MV.w asa�cw Nre WALM?A. 7TUIT Jr., P. E t O1O�•'W av .fro• i SHEET 5 OF 8 FLORM LTc. 44107 , ��/r/ra s MAX/MUl�DESIGNPRESSURE RATING 'W'(0.81)AND CORRESPONDING MAXIMUM ANCHOR E. D. - EDGE DISTANCE •'• ••• ••• •• :••SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETEAND CAS, STRUCTURES' t r . . . . . . . . . .. . . . . . . . . . . MAXIMUM MAXIMUM ANCHORS SPACING FOR E. D = J 1/2' APPLICABLE TO MAXIMUM WX#4UM ANCHORS SPACING FOR E. D. = 5 112' •• APPLICABLE TO DESIGN LQAD SEC77ONS / 8 MAX/MUM PANEL DESIGN LOAD TAPCONS BAWL CALK-!N ANY COMSIGInON A"UULENGTH Z' (1 L •• TAPCON� •• •• •• RAWL CALX-NY SEC1101VS / d! MAXIMUM PANEL W (F.s.l.) ANY COMB/NAnON LENGTH Z'(IG) w (p.s.f.) 117 CGW4R£IS• N17•MAtiONR)•• Ti! COIVCRE7E TO MASONRY OF THEM TO CONCRETE TO M4SONRY TO CONCRETE TO MASONRY OF THEM 12• NIA ' 12" N/A I (TOP) 12" N/A 12' N/A 6 (TOP) 12" 12" 12" 12' 1 (BOTTOM) 12' 6 112" 12" 9 1/2" 6 (BOTTOM) 12' NIA 12" NIA 2 (TOP) N/A NIA 12" 6" 7 (TOP/BOTTOM) 12' 12' 12" 12' 2 (BOTTOM) +52.0, -66.0 NIA N/A 12' 6• 8 (TOP) >8'-0" TO 11'-0' +62.0, -66.0 12' N/A 12' NIA 3 (TOP) 6'-3' OR LESS 8" 6 1/2" 8' g` 8 (BOTTOM) 12" N/A 12" NIA 3 (BOTTOM) 10" N/A 10' NIA 9 (TOP) NIA AtIA 12" 12" 4 (TOP/BOTTOM) 9 1/2" N/A 9 1/2" N/A 9 (BOTTOM) 12" N/A 12" N/A 5 (TOP) 8' N/A 8' NIA 1 (TOP) 12" 12' 12" 12' 5 (BOTTOM) 8" 8" 8" 8" 1 (BOTTOM) 12" N/A 12" NIA 1 (TOP) 8' N/A 8' NIA 10 (TOP) 11" 9" 12" 120 1 (BOTTOM) +62.0, -75.0 8" 8" g. 8» f0 (BOTTOM) 8'-0" OR LESS 12" NIA 12' NIA 2 (TOP) 8" NIA 8' NIA 11 (TOP) 12" 9" '12" 12' 2 (BOTTOM) 3" NIA 3' NIA 11 (BOTTOM) +62.0, -66.0 12" NIA 12" NIA 3 (TOP) >6'-3' TO 8'-0" 12" NIA 12" NIA 3 (BOTTOM) NIA NIA 12" 12" 4 (MPIBOTTOM) 12" NIA 12" NIA 5 (TOP) 12" 9" 12" 12' 5 (BOTTOM) +62.0, -66.0 NIA NIA 12' 6' 4 (TOPIBOTTOM) >8'-0" TO 8'-11 112" PRODUCT RENEWED APPROVED AS COMPLYING WITH THE ACCEPTANCE Na o o-10/'3. o S' SOUTH FLORIOA BUILDING CODE DAT Zg. * SEE SHEETS 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR EXPI AMON DATE Z I 2005 By INSTALLAAONS INTO WOOD FRAME BUILDINGS ** MAX/MUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE. By ka:::;VPRO UCT OL DIVISION� 6UlLDING BODE LANCE OFFICE FOR E. D. LESS THAN 3 112. REDUCE ANCHOR SPACING BY PRD CgN'ROL DIMMN I CE ,IC MUL77PLMG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. BUILDING ACCEPTANCE N0. FACTOR ACTUAL E. D. TAPCON RANI CALK-MV MIAMI-DADE COUNTY 3' .86 .75 20 GAGE GALVANIZED STEEL STORM PANEL SCALE 2 112' .71 .50 4,oV99 L E C O I N e. SHIELD SHUTTERS, Ina DA TE 2' 50 - �..�. nELIT 1Esn V t ENGWEERINQ COMPANY M/ANI, FLOR04 Ja7272 NW 25th. n 99 - 120 enaa Kw mnS m :n, wrrrrN/ IA4IAr-n urea Fh.n�:( n-ren. fba: ryr DRAWING No an No I Ormarrrrar I arr Aar rr oreamnou I an WALTER A. TICCIT Jr., P. E. r Om 0-122 Ave yam• a Zd FLORMA Lie. 44167 s amm I)/-/" 4 SHEET 6 OF B :, ._ ... I �(sEE SCHEDfAtEJ . . . . . . Al I I Ar•r. SEPARATION I S'70 CLASS OF I / 14 x 3y4'I s` c • • • • • • • • • •• I wINDOW OR S a a I S M.S O 6'a C .1 f]i • • • • • • • • • WINDOW OR I14 x J/4'S S I , • • • •1/4'y x 3'•LOYAC LAG* • • • ALS • r a C. I c t • • SCREl/5.0 B•G•a W/ • • I I n (-7 •i. t ?7 J2'Affn. F'ENFTRATAON � U 70 WIppD MEtOER• • • •• ••• •• �• I WING O gj r/4'I-20 x J/4 EVERY • • • • • • • • Y sTtro a BOLT` p T / ••• • • • • •• • I O 12'O. C '? ( 7 G NUT J/EVERY • • • • •• • • • • • 40 i i i•• of .1 I K 1 I ` STUD O 12'0. a • I I 2 Cont. Y Y Y h I � � • 6 Cont Cont L5[2 AC fEW'x0 lildf Wwo WA" I O 'Q slv0 WIIO/I W SnA I RfOLAREO I 57v • -1 �6oLfxT-13rAtini t eE(cont.) 14 C w/i''A PENE7R1OWN 24 c I ((2)) 1/4'0 x 4'LAG SCREWS O �� FOR AF& I I &H S7UD (MI WOTH OF STUD, t'x 4'x.125' IPL: M4SS�v �" TOt� I � 2'Mfi. NOMINAL)AND W/2'Mn. Alum. TUBE Cont aF I ffNL:7MWN INTO EXISTING MD' AL TERNA TI VE S °� ALTERNATIVE 3 (600-73�0� (MDx design load= +62. -66 n s.fj AL TERNA TI VE t 61&& design load= +62. —75 p.q.f.) 1M= design load= +62 —7 Rte) J I 7/d'x 3/32' 7 /r 3/J2'1NNG NUT O 0 wm NUT O 1/4'0 r J'LONG LAG SCREWS O I�57UD 0 12'a C. 1 sQ ?7/ . AcmwrE o�OLa PENUR M 7oateWW NEAOER i $ cont. I S. M.xS/O fY a C. I O O 1 1 4'0-20 S. S. BOLT I RSI ? ' I t /NUTaRj14xJ/4' � ,• OR 1 I I S AL S O l2•a C 4 1 -1 Low. �� I cont. o elf z A r cont ULF,1/4•/x J'LAG SCREWS O I T Alar. 2-m 4' TE PEIVETR410H a 2AdvWvrH' I ( BOLT W/An OR4/t4 x OF PLATE I I ' 3/4'S` AL S. O iT'a C I 8 Cont ~ sru0 O I i•x 4'x.125•(Alin.) APPROVED AS COMPLYING WITH THE • I S'TO G 710N I 4 C (�)L10eJ-rJ Ah m. tveE(comet•) SOUTH FLORIDA B ILDtN6 CODE wuvt7ow DR s G O. I L�i{CH/�(MIDWO H OF S j!oSCREWS 0 pA7 19 AL TERNA T1 VE 2 I I NMN#AAV 0Sn c STUD8Y IMax. design load= +62 —75 p s f) A L TERNA T/VES AL TERNA TI VE 6 PRODUCT COODL DIYIsroN (Max. desigl► load= +62. —66 p.s.f.) (Alex. design load= +62. —65 p.a.f. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. �g'/DIZ-0/ _WALL MOUNTING INSTALLATION — SECTIONS A INSTALLATION DETAILS ON sruc 1/4' EXISTING WOOD BUILDINGS IJ14MI—OADE COUNTY No7ESc 20 GAGE GALVANIZED STEEL STORM PANEL sC SHOWN t. MISTAL[AIlONS ARE ONLY VALID FOR BUlLLkNGS WW DESIGN LCNDS 4/?/99 LE AND PANEL'S LENGTH AS ma ATED FOR EACH ALTERN4TN1r N07E MR Gt]M@INATI011f OF SFG7lONs Z. NEW?'x 6'P. T. 7a BE r mLERN PINE F $ SUR ACED DRY -TI LTE C O SHIELD SHUTTERS, Inc. DATE WTTN 19 X M. M. C W/SPECIh71C pENSIT7'OF 0.55. WALL MOUNRNG SECT10N5 CAN @£ COMBINED 1 N C. J. FOR NEW WOOD FRAME CONSTRf1C710N: WOOD k&WaER5 To BE 7272 NW 25th SIIPEET IN ANY WAY TO SILT ANY INSTALLA770M. 17LUT T=nNO ! ENaMEEMm COUPANY M", FLORVA M122 SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EOL41L 99 — 120 C� "�-Gtif�✓ I=Kxc 7 m rid wxww rx Jslee anry,•:(xr�fesr-taro.Fm:(.zer 7 IMI DRAWING No xnc Na oCsgrnwr A= MM w cmr<naM MR WALTER A. 77UIT Jr.. P. E. r oto w-rtn 49 FLOR104 Lk. 44167 t sa' 1r/i4,- 4 SHEET 7 OF 8 ° • • • • • • • • • • WOOD TRUSSES MOOD TRUSSES 1/4"!r.T'LANG • • • ••• • • • OR RAFTER O OR RAFTER O LAC SCREWS 1 4'a a • • • • • • • • 24•a c. REOUYtED 14'a a t7EQUiRED w/! t eNa Pmeml9w • • ••• • • • 1u NOW 86W 1/4.0-20 ELCO 1'x 4'x i/6'&M1n) L100-7a Aram. aE 0 1 f a a fiWEL/41TE W/(2) 3/16'R x 4' 0 1 a a w t`4.11 x 3'Lave LAC SCREWS TO FALX 4'x 6•(AOL) 001SIWC • i �� ••• o 6'a a RA✓7ER OR TRUSS LOCATE -WOW,BOW,RMLMRFQ • • • • • • • • �f 27 MAt. PENEM47XW - 5/RI/Ct1,1iAL ApEOLNCy • • • • • • • •• SCREWS AT MIDW/D7H OF EO EO+I • EO EG &MIING WOW MEMBER, OF GME�1fIED • • • • • • • • Sm. (2'Mrt. NOW04 W/D1H) OR REnSl EG7 •• 000 • 500 W/2- Wn. PENE7RA7tON OR RECHffC D JWOR EER 10 4'.v J/t6• To SNUMN MLSTALLA77M 6083-73 Ahm PLATE •• • • i• ••• I � 2- 511610 i 2 � SCREW IV� • ••• • • • •• I _ apt•,, • •• • • • •a•t ;' I I RAFTER OR 7RLLSS •• j ••• i i •• i i i• ' I f 14 x 3 4 S S I - I LOF OCATE W WO AT EEMBE 1H 1 REvuREO s M. s e 6'Q C. i . a a/6-a sMs i 3 472 cont 4 sO EDULE 1 94 (SEE' ) I (SEE sclrDULp I � MR SEPAraN s- i rSEPAMTKW t To SE•E solim LE) i (5E>E SCF1EDf Y Ey MTNDO 10 ORS 1 s. i MR NIL i Lrr.. SEFAMnan I FOR M;n. SsgwTm a s I - S. a a I sDvmnav s•To I TO aASS OF I s•TO CLASS OF I .` i �r.a►wNaow i WINDOW OR S a 0. 1 WINDOW OR s a a � I I I I 0%0 I 1 I i � ALTERNATIVE4 ALTFRNATIVE2 ALTERNATIVE 3 I%= design load- +62. -66 p.s.f.) I I (Max. design load- +62. -66 Rua 1Mox design load= +62 -66 p s f) I v PRODUCT RENEWED , HITT EERY 51W o 12-a s ( . ACCEPTANCE Na D O-10 13. o s / M;n. SEPARATO I 4 PRO CONTROLDIVMM xcH1�1/2 n7lus 1 I eW-40mo t�2'a WORS G (� I °� E� TIONDAfE Z OI �i��s 1 T FOR Min. SEPARA77ON I 7/6'x.x/32' YANG NUT s EWW j wWMMWORI a a I SW 12'aC. �' L� i rLAG SCREW O�'Q a I ' 2•x 6'MOOD DECK I REOWRED I I I I --- I IAPPROVED AS COMPLYING WITH THE L/4r-ao Elco I 1 SOUTH FLORIDA BUILDING CODE Ot -wamM PAALELW7E . I . + y „ I a a 1 7 MDA BI. j 011 i'/4'1-20 x 4/4' 8YAd J11 z_ 9 cane M i UCT yam- PRODC DIVISION : SEE OCT X/4 ' o O 12'a s ALTERM77VE I BUILDING CODE COMPLIANCE OFFICE C t/4'!x 3'LONG LAC SCREMS 6 CoRL jMax. design load= +62 -66 ACCEPTANCE N0. O 0 *a-a a W i 27lj2 mm :t AMEMWN OR 1/4'0-20 ELCO 1/4'!x 3'!AC SCREWS O m•l l//•rrwls PAAFIM4 E a e•O.C. ., a•o. a w/ t C ScR MLn. ALTERNATIVE 7 D 1 W Mfi PENE7RI710N TO �R,ET�"�Mt01 AOTN CEILING& FLOOR MOUNTING INSTALLATIONS-SECTIONS B ALTERNATIVE 8 E W°O0 P`''te (Mox design load= +62 -66 e 2 2 f,L IMox design load= +62 -75 p�1 24 C. t SCALE 1/4'- 1' fim RED WALL MOUNTING INSTALLAT/ONS-SF�TIONS A AL TERNAT/VE 9 INSTALLATION DETAILS ON �/ST/NQ WOOD BUILDINGS W&E- 1/4-- 1• (Max. design load= +62. -66 �L MIAMI-DADE COUNTY "r 20 GAGE GALVAN/ZED STEEL STORM PANEL '��'D1MN NOTES SCALE nCWSV)I 4/7/99 MOTE FOR coMerNATTaN OF s£cnays : t. INSTALLA LEW ARE oW r TED FOR 9UILDING$ NATN DESIGNi idws AND SHIELD SHUTTERS PANED c a'P. r IN L?E so FOR EACH ALTO. A,_ u TIL ECO w�. , /� DATE WALL,/FLOOR/CEILfNC MOUNANC SECnONS CAN BE ? NEW Z x 6•P. T. JO BE SOUTHERN PINE Na'�,_SURFACED ORA' WI1H 19 x u M. c. W speanc DENsm of ass. c- 7272 NW 25ttt. STREET 99 - 120 COMBINED/N ANY WAY TO SWT ANY/NSTALLAnON. J FOR NEW WOOD FRAME CONS7RIKHM WOOD MEMBERS YO BE SOUTHERN TILLIT 71377M t ENGINEERING COMPANY MIAMI, FLORIDA M122 PINE No. 2, W/SPELM DENSITY OF a55'OR EQUAL. rasa x.w. srr Zt> rtAcnw rz J3ter nm■ tansn-std.Far:(3aT rL-tut rcx r. cacmrTm wrr Rn m araornow &41rDRAWING No WALTER A. nLLIT Jr., P. E. t O1D m-l"d" AIA" ° ` FLORIDA Lic. 44167 = Qx ir/W/M 4 SHEET 6 OF 6