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WS-10-740 ✓ r �. I Miami Shores Village 10050 N.E. 2nd Avenue` , � 1Nvrk Class • "' Miami Shores, FL 33138 -0000 \ P617f1 SaS`y, ' Phone: (305)795 -2204 r 0 Expiration: 10/30/2010 Project Address Parcel Number Applicant 310 NE 97 Street 1132060135861 JEAN -MARIE DENIS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JEAN -MARIE DENIS 310 NE 97 Street MIAMI SHORES FL 33138 -2406 Contractor(s) Phone Cell Phone Valuation: $ 3,800.00 SI C INTER NACIONAL (305)436 -9780 Total Sq Feet: 420 Type of Work: ACCORDION SHUTTERS Available Inspections: No of Openings: 17 Inspection Type: Additional Info: IMPACT Shutter Final Classification: Residential Shutter Attachment Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice # WS4-10 -37720 Education Surcharge $0.80 05/18/2010 Check #: 1788 $ 235.40 $ 60.00 Permit Fee $270.00 Scanning Fee $9.00 04/29/2010 Check #: 1753 $ 50.00 $ 0.00 Technology Fee $3.20 Total: $285.40 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 May 18, 2010 Authorized Signature: Owner '/ Applicant / Contractor / Agent Date Building Department Copy May 18, 2010 1 C I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 141881 Permit Number: WS -4 -10 -740 Scheduled Inspection Date: May 19, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Shutter Final Owner: DENIS, JEAN -MARIE Work Classification: Shutters Job Address: 310 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060135861 Project: <NONE> Contractor: SILCA COMERCIO INTERNACIONAL Phone: (305)436 -9780 Building Department Comments 17 ACCORDION SHUTTERS INSTALLATION (WHITE) Inspector Comments Passe e'er Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 18, 2010 For Inspections please call: (305)762 -4949 Page 16 of 29 A�l�.- CERTIFICATE OF LIABILITY INSURANCE 4/26/20 0 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CPC FINANCIAL SERVICES INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 3835 SW 8 St HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Coral Gables, FL 33134 (305) 774 -9618 INSURERS AFFORDING COVERAGE NAIC# INSURED Silca Comercio Internacional Inc INSURER A: Scott sdale Insurance Company dba Strong Hurricane Shutters INSURER B: 8440 NW 61 st INSURER C: Miami, FL 33166 INSURER D: 786- 587 -3990 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'L POLICY EFFECTIVE POLICYEXPIRATION LTR RD TYPE OF INSURANCE POLICY NUMBER DATE WDD DATE M/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 X COMMERCIAL GENERAL LIABILITY PREMISES occurence $ 100 , 000 CLAIMSMADE CI OCCUR MED EXP (Anyone person) $ 5 , 000 A _ CPS1145715 04/22/10 04/22/11 PERSONAL & ADV INJURY $ 1, 000,000 GENERAL AGGREGATE $ 2, 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2 PoUCY PRO- JECT F1 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO (Eaaccident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILYINJURY $ NON- OWNEDAUTOS (Peracciderd) PROPERTY DAMAGE $ (Peraccident) GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ ANYAUTO OTHERTHAN EAACC $ AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CI CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERSCOMPENSATIONAND R STATU- E EMPLOYERS LIABILITY TORYLIMffS ER R ANY PROPRIETORWARTNERIEXECUTNE EL. EACH ACCIDENT $ OFFICERNEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ IIr descrbeunder SPECIAL PROVISIONS below EL. DISEASE OTHER LIMB $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Village of Miami Shores DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL3 DAYS WRITTEN 10050 ne 2 Ave Miami Shores, FL 33138 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD28 (2001/08) OACORD CORPORATION 1988 21q zC.)j o 3039W30 Miami Shores Village APR 2 9 2010 Building Department By. ........................ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 4 PERMIT APPLICATION ", Master Permit No. • FBC 20CW Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Je-OV/ �eAA l S Phone # Owner's Address 3 4 0 +y & q S - °' city "tgVM I S W16 State .1 ( zip 33 3$ Tenant/Lessee Name Phone # Job Address (where the work is being done) he - -S� city Miami Shores Vill a County Miami -Dade zip 33 1 39 FOLIO / PARCEL # 14 ,3 246 - 0 13 —8 S& r Is Building Historically Designated YES NO ____V Contractor's Company Name 1 CO ft vW,4 0kc Zl� Phone # S IDS 43 0 9; 1 0 Contractor's Address 1 4 4 MW (A 5 "1 Ci L , w( state r f zip ' 334&6 Qualifier Nam j,.j e c w Phone # - 3Z)5 -13 S 11 Q • State Certificate or Registration No. CCIC 1 5 1 4528 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3 r `� ®� Square / Linear Footage Of Work: 42' 0 r - 1 1 4 Type of Work: ❑Addition Alteration ' . gNew airlltep lace ❑ Demolition Describe Work: �� �( ( vl S s ((,t)Itil � Submittal Fee $ lJ ' n Permit Fee $ CCF $ O CO Notary $ Training/Education Fee $ 0 TU Technology Fee $ n:an Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ • Structural Review. $ Total Fee Now Due $ ��_ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a such posted notice, the inspection will not be approved and a reinspect' fee will be charged. Signature ° " °` Signature nva Contractor The foregoin instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 Apn io ' G STATE of FLORIDA day of Z e 201 a by ni &I le z NOTAR pIIBLI�ST who is personally , o ts�l rn� d who is personally L ilftii} eked Co�sntssi 11 Wlon# v 659 0�take an oath. • id take an oath. NOTARY PU L T$U NOTARYB TARY PUBLIC4TATE OF FLORIDA ARY PUBLIC�STATE OF FLORIDA Steve Silguero Gonzalez •..',,,, Steve Si ero Gonzalez i Sign: ssi n #DD665R09 Print: Expires: APR. 22 2011 %,, 4W ' Expires: APR. 22, 201 Print: Ewa aw.. ]N My Commission Expires: My Commission Expires: a4 at ak aF aY aF aY �e aY a0 aY aY aY aY * at 8e a4 a4 aY aY ak * aY ak aY t 3e 4 aY 3a aQ ak ak a4 9r a4 * aY air ak aY aY a4 se,k aY $ aY ak aY aB se 4 aF 4e aY de aF aY a@ aY 9e ak aF aF a@ � aY aY # aY a8 ak aY a@ aY sti ak a4 a4 a4 ak aY ak aY aY air 4e � � a4 ak a8 8e a4 aY * aY a@ aF a@ aY 9e at * aY at APPLICATION APPROVED BY: r /6 Plans Examiner Engineer Zoning (Revised 07/10/07) iHe a 07 -24 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 07/24/2009 EXPIRATION DATE: 07/24/2011 PERSON: DEL LLAMO DAYNIEL FEIN: 203013469 BUSINESS NAME AND ADDRESS: SILCA COMERCIO INTERNACIONAL INC 8440 NW 61 ST MIAMI FL 33166 SCOPES OF BUSINESS OR TRADE: 1- WINDOW INSTALLATION 2- HURRICANE SHUTTER 3- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05041, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 - 1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION F Pursuant to Chapter 440.05114), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY 0 elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS' COMPENSATION LAW 4 `°° -� D chapter. EFFECTIVE: 07/24/2009 EXPIRATION DATE: 07/24/2011 Pursuant to Chapter 440.0502), F.S., Certificates of election to be PERSON: DAYNIEL DEL LLAMO H exempt.. apply only within the scope of the business or trade listed on FEIN: 203013469 E the notice of election to be exempt R BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt SILCA COMERCIO INTERNACIONAL INC and certificates of election to be exempt shall be subject to revocation 8440 NW 61 ST if, at any time after the filing of the notice or the issuance of the MIAMI, FL 33166 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- WINDOW INSTALLATION 2- HURRICANE SHUTTER section. 3- CERTIFIED GENERAL CONTRACTOR QUESTIONS? (850) 413-1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 .... ..... . YAYG %,WUN I Y, FLORIDA FINANCE DEPARTMENT !! _IAMI DADE TAX COLLECTION DIVISION 140 W. FLAGLER STREET MIAMI, FLORIDA 33130 :i' ? 'a ?,•' ,' is •f -. - _,.. ES. a , ir. i`'S�., iL: ,•_:w -, moo! .3. } TEE w a �,: E8 .R i _.. :L "Ikt a .`:.r S.Y i.."t S 1, i..: N R I.:EC F f.... Bw f�:. / {.- �`:'j— 'r.._i_•'rrt .. __ ._. ..av _..._.._.. �.._.._-....—... ._�....._.._.,.«.._......,___�. 5* _• a •_+m _ _ .. y a. - ..�i.,cr ?!u at °E'!.?a a !-aF`P raw. HELP INFORMATION HEREIN DOES NOT NECESSARILY CONTAIN ALL PERTINENT FACTS WITH REGARDS TO REAL ESTATE CLOSINGS AND OTHER SIMILAR ACTIVITIES, MIAMI - DADE COUNTY, FLORIDA FINANCE DEPARTMENT MIAMI•DADE ' : 1 % TAX COLLECTION DIVISION 140 W. FLAGLER STREET ,' MIAMI, FLORIDA 33130 M - O C.AL S-E J µ i Y• i ... r., 'r r"• "f' n E _,n,'• `i _ 21. - �.. it .g t« [` _t'yt" � _ ' J. l I _ ,' #..�, y. v ` M D E 2: � r •r' .. }}s EE �`.�'' 6 d n ai_' ... :.. {''HH °s (• -- E'f ��ww...".,"_J i j'"...0 !4i y {'; ; '� ; �' - 't :.i .•.. t tj { t'... ( :•t S 'e D E L. E f E — } z ! 7`Y,.._ .L >- ir. » •_. (. +F:t {:.. .... t:.+. t NG { {.3 �,? R E SHUTTER .� i a5:..f •'_' _ 't-: ••�- ,. .,.........._.» - - - ,. , . ^` '•_i .- .;^;'s#S:'.a 0 teNE t'j'i3'6 {"":' " ?`: .1 3 16 LCA _ C t ' ; S : i xt t ?^'.£ c it ... w i. ° (�. {,; t., (;: i';; t E._• Y f jE....iiv. E 2 {, 21 J. ,� **� �;j 344C 61 S MIAMI AT E _.' •- s ;J n - - -' -} s. 5 S_7 �. 3. E_,: 4':_ t i T t } K tal ' i^. - l - , ^ , rr-• n S^i�*•e�}�>>s�'i ._..i r•- .._;_ •�• 5 u i , .,. .-6 /t ; 1l'._ p6 �-'' t— i ! � 1f �` E ? 3f NSF—DA . '•• —E c... »r5.... 1.t ^S e t.!(iI h'.! : s t' .y , +- :A'3 AD}.!' E'•..� '..,E c•r --'- .�:.#..- sir^•.,..:: ' P T)W t'TIii5"kG fnbFI 1♦EREIN DOES NOT NECESSARILY CONTAIN ALL PERTINENT FACTS WITH REGARDS TO REAL ESTATE CLOSINGS AND OTHER SIMILAR ACTIVITIES. STATE OF FLORIDA • r '� DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION a . CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET VWMF TALLAHASSEE FL 32399 -0783 DEL LLANO, DAYNIEL SILCA COMERCIO INTERNACIONAL INC 8440 NW 61 ST MIAMI FL 33166 AG# 44676 STATE OF FLORIDA million Congratulations! With this license you become one of the nearly one DEPARTMENT OF .BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. pROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers, from ' • boxers to barbeque restaurants, and they keep Florida's economy strong. p7/O9/0� 0:80535612 Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. CERTIFIED G DA� L CONTRACT © R There you can find more information about our divisions and the regulations that DLS LI+AN(J impact you, subscribe to department newsletters and learn more about the SEL+ i' COMERC1. INTERNACI NA-L ;ANC Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Ig CERTIFIED wader the provisions of ch .489 Fs Thank you for doing business in Florida, and congratulations on your new license! AUG 31,- 20QU9o��nois DETACH HERE AC# 4 6 7 6 9 5 STATE OF FLORIDA pAR'I' _O BtSIfiTS R�SI4� R C YRUC�I1 TNm�RY IrC 9 as 153 E BOARD $EQ# Li19 b7a I,ICFTSE °NBR DATE BATCHNWIDER 07/09/20.09 X48053 CGC 51'528 The GENERAL CONT CTO _ Named below IS GEiF _ Under the pr..ov1 sns Expiration date: AU 31,. 010 dm _ NIEL DEL LLANO, L SILCA C4 ER IN'FMCx. -Obu 844```NW G7. MIAMI FL`33166 CHARLIE CHARLES: HARLIE CR :. DRAW SECRETARY ETARY GOVERNOR ;n �Pi AV..AS R:E0*UIRED 8Y:.LAW ' .. 0000 (�fJ ... •.APR �•� ��1� :' .. • 0000 • • . • 0000. 0000. 0000 • 0000 660060 , �..... 0000.. JEAN PENIS "•••; • 310 NE 97 ST _ 0606• MIAMI SHORES, FL 33138 �� � � -7 � �{ \QED _� BY A TE I 11 10 %CIS!! "'IG DEP 12 _ L.DG DEPT . 2% 9 SUBJECT i 0 CCNIPUAMCE VNITH A! I_ FEC?E7 ''_ STATE AND C C.li��,Y �•'lil T� =;hl '� 13 8 7 1- 81.25 X 75 10- 74 X 63 6 2- 35 X 75 11- 38 X 53 14 3- 35 X 48 12- 38 X 53 4 -38X41 13 -38X53 - 5 5- 38 X 41 14- 38 X 53 15 6- 110X63 15 -20X53 7- 35 X 81 16- 38 X 53 8- 110X63 17 -38X41 4 16 9 -38X51 3 2 17 0 1 Fl MAIN DOOR 0000 • 0 . 0000 000000 00 . 0 000000 0000 • . 0000 R ® /� �+ 0.. • AMMS ENGINEERING, INC. Kd = 1. 0 ; 0 •••a ...0 00 0. 04000 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDIW4gODE 2997 . Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7 -05 WINO, a QQ Ob.E 00 00 • a a ••• DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPHoz64E as •:• • . . • 0. .. 1 0. Interior & Exterior Zones (4 &5 - Walls) Positive Pressures 0 00 0 0 0 ' Exposure C F th e 146 mph Win Zo Effective Win A (or, Tributary Area) in Square_ Feet Height 10 20 30 40 _ 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 15 64J 5 2_.3 - 50.8 49.8 49.0 48.4 20 58.0 55 - -- 53 52 51.9 51.2 25 60 .5 57.8 56.2 55.1 54.2 53.5 30 63.1 60.3 _5 8.6 57.4 56.5 55.8 40 67.0_ 64.0 62.2 ^ 60.9 60.0 59.2 50 70.2 _ 6 7.0 65.2 63.9 62.8 62.0 60 _ 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 1 4 6 mph Wind Zone Eff ective Wind Area (or, Tri utary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.10 _ -1.05 -1.02 -0.99 -0.98 -0.961 15 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65. -62.9 -61. -60.2 -59.3 -58.6 30 -6 - 65.6_ -63. -62.8 -61.9 -61.1 _ 40 -72.6 - 69.6 _ -6 7.9 -66.6 -65.6 -64.8 50 -76.1 -73 -71.1 -69.8 -68.8 -68.0 60 1 -78.9 1 -75.7 -73.7 1 -72.4 1 -71.3 1 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the _14 mp h Wind Zon Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) - 1.40 - 1. 29 - 1.23 - 1.19 - 1.15 - 1.13 15 -73. -68.4 _ -65.5 -63.4 -61.8 -60.5 20 - -72.4 -6 9.3 -6_7. -65.5 - 64.1 25 -81.0 -75 -72.4 - 70.1 -68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 -8_3 -80.1 -77.6 -75.7 -74.1 50 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 60 1 -97.4 1 -90.9 -87.0 -84.3 -82.2 -80.5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). u AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF . 0000 • 0000' •..• • 0000 •. • 0000.. . 0000 0000.. 0000.. 0000 0000.. I•D1ADE MIAMI- DADed6e;4TY1 FLOIiI MIAM • ® METRO -DADL o CAS BUII. * 0 • • � • • . BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FI AGLE14 STIU$T, SUITE 1613 "• • • • • PRODUCT CONTROL DIVISION MIA1V1�, FLbI�fDA 33130 -f563 • • (305)375-29W FP(305) • • • • • • NOTICE OF ACCEPTANCE (NOA) ' waw1hiamid;a�.uow E & S Hurricane Shutters & More " "• • 1880 West le Street Riviera Beach, Florida 33404 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. 06 -436, titled" HT -100 Aluminum Accordion Shutters", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by 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 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 consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 06- 0822.02 Z� Expiration Date: 10/03/2011 Approval Date: 10/03/2006 r o/ 03/ 200 $ Page 1 ease s 0 • 0 • 0 . 0006 006000 00 • 6sae • • • e060e0 ease • 0 00 •00000 E & S Hurricane Shutters & More Osseo s a 0 0 0 0 ' •aria• 6asa • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Os s eo ' ' .... • *' "' ...... A. DRAWINGS ' ' ' .• . .... •sese• 1. Drawing No. 06 -436, titled " HT-100 Aluminum Accordion Shutters ", sheets J 6 • through 7 of 7, prepared by Thornton- Tomasetti Group, dated September 14, 2005', last revision 90 dated September 14, 2005, signed and sealed by V.J Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated June 28, 2006, certifying this product to meet the criteria ofproduct tested and approved and allowing E & S Hurricane Shutters & More to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by E & S hurricane Shutters & More, dated June 28, 2006, signed by Esmeralda Hurtado. 3. Letter by Thornton- Tomasetti Group, dated June 28, 2006, certifying that the drawing (No. 06 -436) prepared for E & S Hurricane Shutters & More, signed and sealed by Mr. U J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 05-509). 4. Acceptance Letter issued to Esmeralda Hurtado on October 01, 2006 and returned signed by Esmeralda Hurtado on October 03, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. Helmy A. Makar, P.E. Product Control Examiner NOA No 06- 0822.02 Expiration Date: 10/03/2011 Approval Date: 10/03/2006 E -1 i N 2.420" .048" .Y .048" •966" .875 ". 83' 0 3.840" MAX. „ 2 42 o .875" .483" I. nn e 9 S. . "62 N I t - 1.533" 90 t2 t t2 t2 2 % ° in 00' 050" .025 1 y u U t2 TYP. 21t31 2 7 t1 055 "-,� (TYP. �•+ ■ U , Zo (TYP.1 1.2 OJ tw f1 .gym 1 T� 1 1�J 915'2 - I t2 t2 .°.n .O a = c0 ��e 05 S' N m .055 09 EN AT �� yy v m 107" OS t1 In a J m N r GA R 1.193" r • 1 1 N m {TYP.) m 641" SCALE, HALF 512 0 „� "o, x t • t1}1 °' 1^ - -- y t2 .7s2" e`i 1.250 E..., E t3 1.533" .136" 1 .• �++ all € x 326" I .840' ( 620 ZI = 8 " O$ HEADER -MG. .055° .250" XX O Osc�i x FSZ O HEAM A WALL MOUNTED 500" 3.2e3" oso^ z SCALE. HALF SIZE @ 08 , D OUT HEADER O SILL -WALL MOUNTED O ADJ. SILL -TOP O ADJ SILL-1 ALTE�T� za L 6i SCALE. HALF SIZE 4 SCALE. HALP SIZE 5 SCALE. HALF SIZE AbJ. SILL -BOT. •� o OSCAL& HALP SIZE O ELAT END SLAT o B 3 993" 52" I 5[ALE� HALF 52E V [ .77 a - 'S $ O AFTERS T 9�" 0 " 3. WFa \ 8 a SCALE, HALF IZE 8-t'� B •' ` - -g' -- W Owa \ Q o M p 052" �Z7. ,m a v 4 v -V :lei : I�b< tQb. tt6655 I �pp 5555 z U � 4.537.' m .248 = m :285�' :�85 " tQb. Q 7 o)F U m� 0 OSCALE NAL SIZE 60 „ I - .060' ° ry .248 .060'1 O WwN��Om! N F ; �Zfftt . S .060 {5060" m ut 190" .060^ ( .060 60 " m N .060" W=CD =XIL 60 60" 45" I_ - 60 e� i. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER ggYSTEM ANALY ED ITH 3 1 60" 345" a N Y iH ppOVISION gET FOR THE ISSUANCE OF p N TICS OF ACCEPTANCE ( By 6 �I MI MI -DAOE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUIL IN ,09$ I '• coDE, 2004. 250" o m .442" a Z. TO VERIFY THAT THp ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE •942" 250 o ■N1 4'2k APPROVAL DOCUMENTS, NO IN M ALLOWABLE STRESS WAS USED IN THE 49" .949 FASTENER ANALYSIS. 3. pETERMINE TIC Pp51TIYE pNp NEGATIVE DESIpN LOADS TO USE WHEN REFERENCING nj THESE DOCUMENTS IN A CCCORDANCE WITX THE Gt7VERNlNO Cy AND GOVgRNING WIND VELOCITY. FOR WINO LOA CALCULATIONS IN ACCORDANCH WITH TH¢ FLORIDA BUILDI G CODE 2004 A OIR CTISNALITY FACTOR OF KO -0.85 SMALL BE USED. CENTER MATE Z _ ig 4. THESE APPROVAL DOCUMENTS ARE OENERIC AND DO NOT INCLUDE INFORMATION O H F ZE 9 �� SCAL& HALF SIZE E S C MA'E •I OV/l•OCgNG ROD) CENTER MATE 2 OaVtQamtO ROO (7,J Y�1te,eplC USE 11` FOR SITE- SPECIPIC A PLICATKIN OF THIS SHUTTER SYSTEM. ®SCALE. HALF SIZE I11tt 5. E OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 01G15 -23 Ip�� OF iNE FLOORIDA AOMINISTRATFIE [ODE. •E 6. THESE APPROVAL QOCU� NTS ARE S ABLE TO BE APPLIED BY THE CONTRACTOp FORM OR MATER .0401 " .312' O PR VIDED THE CONTTRAt1�OR DDHS NOT DEVH T 44 THE CONDITIONS DETAILED I{ER AN THE N AC OR VE I IES TN T H EXISTING STRUCTU1 DOES STAINLESS STEEL 95 " 1L rt I NOT DEVIATE IN MATERIAL THE STRUCTURAL SUBSTRATES ASSEMBLY TH VAL 15,{ 322 W DETAILED HEREIN. .320 7. AN "0 HOLE „ 5 7" I L ^ Q 0 A/ MODIFITIONS D R AODITIONS TO THESE APPROVAL DOCUMENTS WILL VOID p m ,p I I •485" In 14 L 8 APPRO OCUMENTS. J B. WHEN THE SI EE 21 PIT DEVUITE FROM 7 SE APPROVAL DOCUMENTS, THE ° RIVED IN L I I I m -, I I = 15 '222 $0 BUILDING OFPTt1AL �AY ELECT ONE OF THE FOLLOWING OPTIONS. N N PLACE I I 1 I - pgQU1RE THAT SITES CIPIC DOCUMENTS gE P��pARED S GNED QATED AN 0$ A) E I I 1 I o ° 97" O R SEALED BY A LICENSL TIFY E L �D ENGINEER OR REGISTERED AR WHICH OETAIQ 1.100" .251" 1 I - hm� 80 , 6 8" 1.115" 22" h AN JUS TH VUITION. A DOCU S 2 SHAL Bg SSSUBHITTED TO H I I " I�,� - yap m � Q P�SDUCT EN�itN ER POR REV W AS A CO DITION TO THE BUILDING OFFICIAL MA F I';J MAX. 8 GRAlll1TM0 HI /NEIL APPROVAL. ° MIN. -$" MAX. w 1.- 1.400" 1R'TNK1C 4 °Q 51E®, BI RgOU1RE THAT AONE -TIME SITE SPEC PIC gPPROVA(, gE APPLIED Fop AND ^""" TOP BOTNAI (/ SECURED FROM THE MIAMI -DADE COUN�Y PRODUCT CONTROL DIVISION. C C T WHEN HE SITE CONDITION Dgy�pTIONS pC WITFOp THE HIGH yELOC�TY HURgICApE 'I'I Rp BLY SHINGS oq ZONE AREAS, ONLY QPTION - B" SHALL BE ACCEPTED BY THE BUILDINO OFFICIAL. SCAL SIZE �Z SCAL . ALFE H StZ ®S CAL . FUL SI t SCA ERA SIZE �'Q' SCALE. �SI7� • • • • O Lo a U 9. EACH SHUTTER ASSEMBLY SMALL BE PERMANENTLY LABELED AS FOLLOWS, • • • • # • a EB5 • eRxm • • • J 011Aem APPROVED _ • • ` f j 10. ALL SHUTTERS S1{ALL HHApVE A LOCKMG ((.��EC�1IppI1OOggM AT CENTER OR SIpE LLOS�RE 2.373" x'472" I.D. i. a •360 1 50" 6U" ,375 R .43 R • • • • • V WITHI �I0 OP CENTgR INERT.). LOCKING MECHAWSM SHALL BE LOCKED TO PROVIDE .1 8" 4 ° -.612" 0.0. 11. t t ,135" R • • GO: • • F • p; STORM SHUTTER PROTECTION. : STOM SHUTTER EXiRU510NS SHOWN SHALL BE 6063 -T0 ALUMINUM ALLOY, U.O.N.: - J .50$" R m OD pHB 1Yn 12. ALL e = 5 REINS AND oLTS 7 BE 20 4 -T4 UMINUM ApLLOY STAINLESS STEEL, u 1 I = .211 .�, l t2 I 09/14/Z0B5 OR G ETS TO gT WI A MINIMUM T STRENGT!{ OF 60 K.5.1., U.O.N. 1•'T t 2 r.�• 150" ,315" R +++---- ����11 O O POP ETS TO BE 9/10'0, 5052 ALUM. ALLOY, U.O.N. 1 1° 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 1.350" 500" _ 76' t = .200" Ofl OTC CR • c 14. FLO pp TTRA �1AY BE REMOVABLE pr NON -STp C 1 G LOCATIONS. USE (OPR�W� • • REMgVABLE ANCHORS SUCH AS POWERS CALK -IN A CKS NCHO WALKOVER SILL LOCIONG ARM ALIGNMENT INSIDE HANDLE • • 15. 7II{{ S SHUTTER SYSTEM 1 ATENTED WITH THE U.S. PATENT AND TRADEMARK 95 LOC(QN(j CLtP O PLOOR MOUNTED O BSJSHING !NYLON) • • • y OF�ICE, PATENT Na 5,755,2 0. 'SCAL& HALM S 6 SCALES IZ?HE 17 SCALE, HALF SIZE 'IS S I • *to 6 - 436 • • • • SCALE, HAL INE she 0t 1 Of 7 ••• •• •• • • • ••••• _ VARIES - NO LIMIT rSINGLE ARM LOCKING N - -- MECHANISM AT CENTER BUSHING 2 Cl. u ?' SECTION TOP TRACK I LOCK MAY BE INSTALLED ON HANDLE " 12 S Z INSIDE OR OUTSIDE OF SHUTTER ° -1 /L O.D. 0.63" LONG NYLON � PLAN 5p••0 .LQP BUSHING O U �€ u Z I I VIEW z 0. F i� 4 ALT. LOCATION OF z #10 x 2" SMS. MANUFACTURED ci A vi Z LOCKING MECHANISM £ ONOf3 FROM #410HT OR 18 -8 STAINLESS p AT SIDE -�� W/ XYLAN 5200 FLUOROCARBON �� _ V w ^ STEEL W/ XYLAN 5200 FLUOROCARBON E'� e F , , SINGLE ARM LOCK OPTIONAL CLOSER HANDLE COATING & .460 "0 x .050" THICK 300 F W yl N.T.S. N.T.S. = SERIES STAINLESS STEEL WASHER 0 LL x =w z a - SINGLE ARM LOCKING fTYP. TOP & BOTTOM) O $ e y w W ¢ < MECHANISM AT CENTER BUSHING a ° ° X N LOCK MAY OF SHU TTER BE INSTALLED ON HANDLE 8 R3 .i E ; -1 INSIDE OR OUTSIDE OF SHUTTER I I I I 3/8" O.D. x 0.90" LONG NYLON •� U 2® Ba o g a umwtfNP@ffi >w A10) #10 x 3" SMS. MANUFACTURED am T V LO KING MECHANISM - BOTTOM TRACK CAN BE @ 18•' ABOVE W/ XYLAN 5200 FLUOROCARBON W OR BELOW CENTER sao7sEalace � tv g O GENERAL NOTE 10) SERIES STAINLESS STEEL WA WQWV^ TYPICAL ELEVATION LOCKING PIN SINGLE ARM LOCK OPTIONAL CLOSER HANDLE (TYP. TOP &BOTTOM) z fMIp n N.T.S. SCALES 1 -1/2' a r_o• N .rs. N.rs, SCREW BUSHING & ROLLEFtf ¢ o BUSHING ASSEMBLY y U xu vIn MIN. SHUTTER SEPARATION r ( ( SCALE�HALP 512E KZI ..�Ost 1 3HEE GLASS. CH BE LE ASTENER 24" O.C. r SHEET L ADS TAN E CHED E g �_OQ��p `o FASTENER [� 24" O.C. X01 p t- MW s (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER [nt 24" O.C. (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER . 1 24" O.C. 2 =a j o FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM SEE ANCHOR SCHEDULE O W w!0 • !o ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE ANCHOR). HANDL W MOU NTED FOR ANY ACCEPTABLE 2 MI U CI - '9 INSIDE.— ANCHOR). INSIDE. ANCHOR). a 30M o W =m �4 HIf•{"'NDQE W/ EXISTING 6 / O 4`NbQE W/ GLASS G T J a z a o o ; rc m 13 100° 7INSTALLED 1 0° j [vV Krezevidi 14 9 u Iao (TYP.) 9 10 (TYP.) (TYP.) 0 (T P.) SINGLE ARM LOCKING 17 6 -1/2" 17 6 -1/2" MECHANISM AT CENTE MECHA IN SM LO SIDE OF SHUTTER. LOCK MAY L 1 2408 N LOCK MAY BE INSTALLED OR SIDE OF ON INSIDE OR OUTSIDE ON INSIDE OF SHUTTER __,__• PAN OF SHUTTE ��L, 6 1' -O SCALE, 3' a V -0• OHO' 0 MEW 1 O e B 3/4" MIN. 3/4" MIN. L SSERLY ° E FASTENER SCHEDU 1 -1/2" MAX. E FASTENER SCHEDU 1 -1/2•' MAX. r 0 (� s L& �? r CS CO NA NNECTION 7YpE c n 1" x 1" x 1/8" SSE BLY 1" x 1" x 1/8'• REFERENCE ANCHOR O m SPACING • • • • • • C / ALUM. ANGLE W/ PTIONAL I I i 3/ SCHEDULE FOR MAX. ® 3/16"0 POP HOLE RIVETS P 6" O.C. V ACCESS EXISTING EXISTING • • • • • j STRUCTURE STRUCTURE • • • • I / DRILL 5%8 "0 HOLE FROM JOINT BETWEEN SEE SECTION B ON SHEET 3 JOINT BETWEEN SEE SECTION L ON SHEET 4 ��• Z BOTTOM OF EXTRUSION O4 REMOVABLE AND FOR COMPLETE INFORMATION REMOVABLE AND FOR COMPLETE INFORMATION am ° BEFORE ASSEMBLY FOR IVNEC7'1 09/1412005 TRUSS HEAD BOLT IT P.) E C E CTI A OI N 7 C T AX R HE SCHED FONC R t�ins�•aaV - ca. • . - • SPACING SPACING AN 8 PI111Wf sec�H s � sF.C110H • • • • • • n` MO M% oOR TRACK DETAIL OPTIONA REMOVABLE FL�R T1WpC DETAIL • • • • • • • A6 -436 i • i scaLE 3'e r_ scALE � 3•e - o sheet 2 of 7 ••• • • • • ••• • N EXISTING CONCRETE, MASONRY EXISTING CONCRETE M EXISTING CONCRETE M I CONT. - FOR LARGER SPANS EXISTING CONCRETE, MASONRY C" l , MASONRY E TWO 2" x 5" AL. ANGLES OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE ASONR (SE U . SEE , E SCHEDULE 1 TYPE C) ANCHOR SCHEDULE, TYP. OR WOOD STRUCTURE. SEE C2 CONNECTION TYPE ANCHOR SCHEDULE, TYP, o r"n ANCHOR SCHEDULE, TYP. REFERENCE ANCHOR �'•� ^ o: SCHEDULE, TYP, Q m RE om I AN CHOR . O. O. ANCHOR M C1 �pNNECTION TYPE SCHEDULE FOR MAX. 2" x 2" x .050" ALUM. TUBE C7 ai'a p ° EM SCHEDULE FOR MAX REFERENCE ANCHOR SPACING BUT DO NOT MB'• TYP. TOP &BOTTOM 'p u s 5 /8" MAX. _ SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING - �( U SPACING SPACING 1/4 -20 MACHINE BOLT W/ — •E+ ROLLER ASSEMBLY ry� = i .. C4 CONNECTION TYPE NUT 12 "O.C.(TYP., TOP — 1/2" OJ M ^ w F 1/2" TYP. EVERY OTHER A w REFERENCE ANCHOR BOTTOMI � 0 SCHEDULE FOR MAX. SPACING 9/4" MAX w O 1/4" MAX. 1/4" w O . - 1/4" z z MAX. ' O E z I MAX. EDGE . o z Q^ z DIST, z ¢^ z ¢^ f: '%` I �1E - a� SEE TABLE 2 ¢ dl VW a p o.. u B W GL1�55 R WyQ SEE TABLE 2 W mm SEE TABLE 2 SEE TABLE 2 w ot- ORR 00 F ., H w o� ol 'r73 a h E f OR TEK SCREW 8 S ZO" U8 ~ O ~ J ,[ w, GLnSS p 6" O.C. (TYP.) a ¢� j Q� SS ~ Q [y 5, •� U OR DOOR --T� = a SS 3 -3/4" MA C,Lq U @ � eeLLq OR DOOR 7 w 4 & 55 X n¢w OR DOOR in !P P- 3/16" = z° o N X Eu ASSEMBLY X X u p�� �E X M5 MAX. X a�, � u o o ¢ wN 1" x 1" x 1/8" QN L7=G DIRECTION Q w vf Q wo F w ALUM. ANGLE = P• E w m m W/ 3/16 "0 POP ( £ N w RIYETS 6" O.C. 3/16 " POP IV T W FV ° 0 1/4" MAX. @ @ 6" O.C. (TYP.) 1/4" MAX. w _ CwOo_l o� o 1/4" w - Z wo — OPTIONAL FASTENER wo - MAX. w0 t� 1/4" X. Q�U�J�in ^ 1 TOP & BOTTOM „ S on ° 3 SUPPORT STAGGER ANGLE ` C1 CONNECTION TYPE _ _ O � '' E B. t ANCHOR 1/4" OFF CENTER x ' m CS CONNECTION TYPE C2 CONNECTION TYPE $ QO C2 C0� TYPE REFERENCE ANCHOR CONNECTION TYPE REFERENCE ANCHOR B• REFERENCE ANCHOR O ^U ^• 5CHEDUN E EFOR MAX. SCHEDUL E FOR MAX. 1/2• SCH FOR MAX. a =�N REFERENCE ANCHOR SCHEDULE FOR MAX. ¢ N1p SPACING SPACING SCHEDULE FOR MAX. B SPACING BUT DO NOT W wm . 1n SPACING 11 CONT. - FOR LARGER SPANS EXCEED 8 -1/2" SPACING U } 5/8" MAX. E TWO 2" x 5" AL. ANGLES 5 /8" MAX. O ot(F CZx v _ I (SEE SCHEDULE 1 TYPE Cl < W 7OOH O e /8" MAX. tm>d M O WALL MOUNT SECTION O CEIUNGfINSIDE MOUNT SECTION O BUILD -OUT MOUNT SECTION O BUILD ALE -OUT MOUM SEC170N N ^ � SCALEi 3° v 1' -0 B SCA 3° C SCALE, `�" v 1' -0• 1 3" 1 D SC. -0• `$ EXISTING CONCRETE, MASONRY _1/2•• _1/2• 4" x 1/8" 6063 -T6 ALUM. / OR WOOD STRUCTURE. SEE EXISTING CONCRETE MASONRY a ANCHOR SCHEDULE, TYP. OR WOOD STRUCTURE. SEE THREEN iOU•S W000 LAG g AN SCHEDULE, TYP. EXISTING WOOD I o C3 CONNECTION TYPE TRUSS OR RAFTER o� SCREWS WITH 2 -3/4" REFERENCE ANCHOR o w , MINIMUM THREADED , / SCHEDULE FOR MAX. �Cpp @ 24" MAX. O.C. u - FER ANCHOR EXISTING W000 OR ¢� PENETR. "T" IN WOOD n M SPACING BUT DO NOT RE , - < EXCEED 6" SPACING 1/4 -20 MACHINE BOLT W/ SCHEDULE FOR MAX. STUCCO FINISH ¢w EACH RAFTER OF TRUSS vJ. iCreZevith 24" O.C. MAX. WHERE 11 CONT. 11 CONT. NUT 12" O.C. (TYP., TOP SPACING MATERIAL = w PLATE EXTENDS P.%.k.a'EKN_ & BO�TOM) 1/2" _ 2 TYP. TOP & BOTTOM ~ a BEYOND LAST TRUSS, ENO °w0 if 1/2" 1/2" 5/8" ROLLER ASSEMBLY wF: 1/2" EXTEND PLATE TO NEXT TYP. EVERY OTHER a 1/2" MAX. TRUSS E TWO 1/4 -20 1/2" w p 1/4" 11 CONT. MA/ HINE LT O 1/4" MAX. O C SMS CCD 24" MAX. w 7'EK SCREW (x112" O.C. 1/4" MAX. - BETWEEN TRUSSES z PODS, / (TYP., TOP & BOTTOM) z Q^ O aw 0 GLA SEE TABLE 2 ww p, GC�LLp SEE TABLE 2 a OR DDSOR © �N § • 6R O 8 w 1 v 9- 3/16" MAX. _ � A T. ANGLE LEG DIRECTION. ya <0 ¢p SEE TABLE 2 J J RSVERSED ANGLE LEG MAY = a I� y @( BE FROM ONE q�.(GL OR FROM ¢ X= 2-7/8 vl aw ' �0 i BOTH ANGLES (TYP. E ¢N X Eu wvf O c Cl CONNECTION TYPE Z REFERENCE ANCHOR E w� yl • • • • • • • 3C g w SCHEDULE FOR MAX. 1/4" MAX. 1/4" MAX. • • • • • x l7 V1 SPACING BUT DO NOT 1/ O ULI 11 C T. W w 1/4" MAX. 16 • • • • • • • ¢ - EXCEED 6" SPA NG •" ON " wo .f— REFER ENC ANCHO ' 1 ^� •• - • 1/2 a 1/2 _ � TYPE EMBED. SCHEDULE FOR MAX. N CONT. 11 CONT. REF REE N NC�E A SPACINGg EMBED. SCHED E FOR MAX. k4h+a+1>£el 09/14/2005 ° 5/8" MAX. NOTE 5/8" MAX. EXISTING CONCRETE, URE. SEE MASONRY B • A7NOTID • g T M OR WOOD STRUCT O. O. • • • E MAY BE USE N7' p IPIL ANCHOR SCHEDULE, TYP. • • • AT � WOOD SOFFrr • • • a O @ W U11D . MOUNT SECON O BWLD OUT MOUNT SECTION O 2R N pg SF-cnoN • • • • • • • • . D6 • • • ALE, 3° v 1' -0" SALE• 9• = 1' -O G SCALE, 3' Mpg sheet 3 Of 7 • •f• • • • • ••• • • • •• •• • • • •• •• 000 • • • ••• • • EXISTING tO STRUCTURE Sh 5/8" MAX. 'S S p" U 2" x 3" x 1/4" OR DOOR 00 Ra ?+ M 6063 -T6 ALUM. ANGLE SEE TABLE 2 ix �..� n o:l W TWO 3/8 "0 POWERS 1 -1%4^ ram ® &® m V U CALK -IN 3 -3/4" O.C. DRILL 7/16 "0 HOLE �° THREE - 1/4'•0 THRU BOLTS o n n IN 3 K1 CO /1 5 4 N. IC EMBED. iv s z ° Ta i" MIN. ALUM. BEAM SEE BEAM DRILL 5/16 "0 HOLE 374 8 y, M 57 WITH 4 -1/2" MIN. SCHEDULE BE OW FOR X ¢ RI EDGE DIST. OR FOUR i 0. LL�O y 1/4 "0 ELCO CRETE - E n BEAM DESCRIPTION & ¢ 3" O.C. W/ 1 -3/4" MAX. HORIZONTAL SPANS) T & f'A O M y g e EDMEN 2 -1/2" _ Tf ° o, oa E DC1E DIST. IN EACH 1/4 -20 S.S. MACHINE SCREW c a H ANGLE— & NUT @ 12" O.C. USE THRU 1---- BOLT OR ACCESS 83LE AS SHOWN! DETAIL J t50^ 1.tY t.06" 1.08• 1/4" M X. 1 1/4" MAX. 3. o• s. 0• _1/2• �i a "��. rv� O s - m P z eb ix I 3 O ^3: ® Z IL ALT. LEG to Eow,w DIRECTION Q" ANGLE DETAIL USING CALK IN ANCHOR I 1/4 -20 S.S. MACHINE SCREW & z� s = o V7 EMBED. NUT B °o w mwm =� Co1 12" O.C. PROVIDE 1 "0 ACCESS HOLE a �� o SCALE 3•= T- 0" BACK SIDE FOR FASTENING @ CG,LLp55 SEE TABLE 2 = ?W2XZ PLYWOOD AND TWO 1/4 "0 S.S. LAG SCREW DOOR - - —` 8 w wjoxN HOLE 5/16 "0 STUCCO FINISH I I 24" O.C. MAX. W/ 1 -3/4" PEOR. ��O � X ws O 1.00• 3.00^ 3.00" 3.00^ 1,00 5/8" MAX.._}_J, IN CENTER OF STUDS WO�MO. ALUM. BEAM & E ^m 0 1" x 4" x 1/8" OR zxFmmo o SHUTTER SCHEDULE SHUTTER * c 6063 -T6 ALUM. TUBE r2- UO =LLam ER BEAM $ (MAX DESIGN LOAD •72 PS" C Z t- m"t DESCRIPTION SPAN SPAN (MAX, DESIGN LOAD •72 PSF) '` QOt " m (£� 5• -0" 1 -5'• @ TOP SUPPORT BEAM DETAIL O WALL MOUNT SECTION - USING ALUM. TUBE m m.,$wm g 2" x 5" SCALE. 3• . i' -0• LSO• I SCALE, 3• v i' -0• = m m Tw v .125" 2.50" 3.00^ 3.00" 2.50• W� W m 8' -0" 8' -1" 3. U UJ F" 7t s Tf =.125" 11.00• EXISTING CONCRETE, MASONRY V �FOmo ° 10' -0 7' -6" OR WOOD STRUCTURE. SEE < I+)om ^o:n. o NOTE: 1. USE BEAf,.1, SCHE51ULE FOR ANCHOR SCHEDULE, TYP. mm I 5' -0" 14' -0" DETAILS AND J J. J EQ. a , U)•-¢ 2. SHUTTER SPAN TO BE LIMITED Tw = .072" 8' -0" 11' -6" I TO THOSE SHOWN IN TABLE, SHEET S. ANGLE DETAIL USING CRETE -FLEX ANCHOR 5/8" MAX. - ,o Tf ..224 O m 0 10' -0" 10' -4" 3. BEAM SPAN SHALL BE CONSIDERED SCALE , 3 -. 1'- 0^ W R EFEREENC L E ANCHOR 5' -0" 15' -5'• AS THE DISTANCE FROM 4OF SUPPORT - SCHEDULE FOR MAX. .. 2" x 9" TO 40F SUPPORT. SPACING 1/4" Tw = .072" 8' -0" 12' -5" i Tf =.224 10 11' -2" MAX. GL p55 C,Lp56 GLSSE�E TABLE 2 C, V p my ,, y i p„ 01i OR DOOR OR DOOR w W� Fl.tkmsse wo: avea OR DOOR SEE TABLE 2 z ,yam � m 1 3/16 "0 POP RIVET m ¢ ow�w SEE TABLE 2 w o OR 1812 TEK SCREW s ZOw wW.B. t- @ 6 D.C. (TYP.) ¢ 3i ir B o XssErYBLr a J L 2006 i gg// pp pIyET i ' - a z 8 z E OR 1 EK SCREW X w�p¢y E w 3/16 "0 POP RIVET £ C C _ CC�m 6 .�• ¢ in= O to CONNECTION TYPE @ 6 O.C. (TYP.1 1/4" m TWO 3/8 "0 POWERS in L u ' REFERENCE ANCHOR MAX. � 1 -1%4" CALK -IN P 3 -3/4" O.C. n SCHEDULE FOR MAX. O c W/ 1 -1/4 MIN. EMBED. As MB L �QS 3/16 "0 POP RIVET .�- SPACING '- IN 3 KSI CONC. i�t & 5 OR OR 1112 TEK SCREW WITH 4 -1/2" MIN. @ 6" O.C. 1 /4" I /2 I� EDGE DIST OR FOUR i AL. BEAM (SEE BEAM MAX. 0. O 1/4 "0 ELCO CRETE -FLE 1/2" OPTIONAL LOCATIO m �3" O.C. W/ 1 -3/4'• SCHEDULE ABOVE FOR CS CONNECTION TYPE O o D Tf BEAM DESCRIPTION & MBEDMENT & 2 -1/2 I AX ORIZONTAL SPANS) " _ REFERENCE ANCHOR DGE DIS • • 000 • M. H 3 • g EDGE DIST. IN EACH I SCHEDULE FOR MAX. • • -• • e • ANGLE 1/4 -20 S.S. MACHINE SCREW & SPACING MOU s T NUT fA 12" O.C. PROVIDE 1 "0 I i� FOR WOOD PLATE USE 1/4 "0 O �UNG/INSIDE NT # =ON • 0 • • • 1" MIN. ACCESS HOLE IN BOTTOM OF EMBED. S.S. LAG SCREW W/ 1 -3/4" BOLT AS PENETRATION INTO WOOD s[ALE, 3• = t' -0^ • • ACCES BEAM OR USE THR • • • • • 3 ,t • - OLE2 3T� 0 I SHOWN IN DETAIL (� PLATE @ 12" O.C. •• V) 663A ANGLE PLYWOOO AND I I T 24 - DC. M AX. LAG SCRE � ' �� i°spb ' V8 � f 8 ` THREE -1/4 "O THRU BOLTS STUCCO FINISH -kl-I} PENETRATION IN CENTER OF MUM 55��gg STUDS a Zoo w 09/T4 /ZOOS MUM qE MAX ALT. LEG DIRECTION 5/8" MAX. WOOD PLATE fM� 1tWbaQ • • IC N01E11 `_-_' • (INAX DESIGN LOAD* 72 PSF) (MAX DESIGN LOAD c 72 PSF) • • r7. • • a` O Sc EOTEOM SUPPORT BEAM DETAIL O WALL MOUIIR 5E0ION - USING r x 6° P.T. WOOD PLATE • • • • • 108 -438 • • • • sheet 4 of 7 • ••••• • • • ••••• ••• • • • ••• • • " MI q MAXIMUM ALLOWABLE SPAN SCHEDULE A MINIMUM SHUTTER SEPARATION FROM GLASS ON) FASTENER a� 24" O.C. B g O M� (USE ANY ANCHOR IN L TYPEA 7YPE E B lYPEC L TYPED 0 ^ ANCHOR SCHEDULEI E NEG. DETAIL F DTAI C SEPARATION SEPARATION L MINIMUM MINIMUM da a 0 E a P O 1 DESIGN ALL OR DETAIL DOUBLE FROM GLASS FROM GLASS V MOUNTING LOAD C 2 POSITIVE ACTUAL FOR FOR �i - h U CONDITIONS O W/ ANGLE DETAIL E SINGLE ANGLE REQUIRED 9- 3/16" DESIGN SPAN INSTALLATIONS INSTALLATIONS v ° (PSF) l4ll�P.T REQUIRED LESS THAN OR GREATER THAN to 9 3 -3/4" MAX. B.O. LOAD {W) (FT - IN) EQUAL TO 30' 30' ABOVE #10 x 1/2" GALVANIZED SMS MAX. B.C. MAX. B.O. (PSF) ABOVE GRADE GRADE OR 3/16 "0 ALUM. POP RIVET (FT - IN) (FT - IN) I (FT -IN) (FT - IN) (INCHES) (INCHES) O $$ @ 18" O.C. 30.0 13 - 1 12 - 4 13 - 1 12 - 7 5 - 0 2 -7/8 1 -1/2 ° 1" x 1" X.055" u 1" % 2" 2"x, �+8 7 2" x 3" x .055 2" x 4" X.0§5" 38.0 13 - 1 11 - 0 13- 1 11 - 2 7 - 0 2 -7/8 1 -5/8 30 O _ g OR 2" x 5" z .12$" AL. ANGLE 40.0 12 - 11 10 - 8 12 - 5 10 - 11 �'..�'; g .0 B - 0 2 -7/8 1 -5/8� 48.0 12 -4 9 -9 10-4 30 -0 11 -0 3 2 -1/8 0 wN - 1 0 12 52.- 94 9 -7 9 -7 73 - 7 3 -3/4 2 -3/4 E u m 56.0 I1 - 11 9 - 0 9 - 0 9 - 3 �' c O ALT CLOSURE DETAIL s - 0 2 - 7/8 t - 1/2 i� m 61.5 3^ v 7' -0" 61.5 11 - 7 B - 7 B 7 3 - 10 �� N 7-0 2 -7/8 1 -5 /6 �+ MIN 63.3 11 - 6 V 8_6 8-8 ° FASTENER X01 24" O.C. 40.0 8 - 0 2 -7/8 1 -5/8 Y (USE ANY ANCHOR IN 66.8 10 - I1 8 - 3 8 - 5 c� ANCHOR SCHEDULE I 67.5 10 - 9 8-3 71.2 10 - 3 8 - 3 8 - 8- O 8- 2 5 11 - 0 3 2 -1/4 XWO N 12- 11 3 -3/4 3 mOMIT-to O: w001 7S.0 9- 8 7- 8 8- 0 5-0 2 -7/8 1 -1/2 5 aLNI-mtpo ^° 81.4 e- 11 7- 0 7- 4 7- 0 2 -7/8 1 -5/8 UOaN #10 x 1/2" GALVANIZED SMS 86.8 8- 5 6- 7 6- 10 50.0 8- 0 2 -7/8 1 -3/4 O a OR 3/16 "0 ALUM. POP RIVET Z a•'40z,.m� 18" O.C. 91.4 8- 0 6- 3 6- 6 11 - 0 3 2 -1/2 mte 1" x 1" x .055•' • 1" x 2" x .055 "• 100.0 7- 3 S- 9 6- 0 12 - 2 3 -3/4 3 Itlwm 2" x 3" x .OSS 2" x 4" x .0t5" OR 2" x 5" x .12 AL. ANGLE 110.0 6- 7 5- 2 S- 5 5-0 2 -7/8 1 -1/2 U F A 4Z�" t y 8 120.0 6- 1 4- 9 4- 9 5-0 7- 0 2 -7 /B 7 -5/8 Q WZOm04 m SLL =m?a 0 130.0 S -7 4 -5 4-5 4 -7 N�tY t T OSURE DETAIL 140.0 5- 2 - 1 - 1 4- 3 60.0 8- 0 2 -7/8 1 -3/4 4 4 3 1 -3/4 150.0 4 - 10 3 - 10 3- 10 4 -0 a 1 "x2 "x1/8" 160.0 4 -6 3- 7 3- 7 3- 9 11 -8 3 -3/4 3 ALUM. ANGLE o 5- 0 2 -7/8 1 -1/2 170.0 4 -3 3 -4 3 -4 3 -6 3 #10 TEK SCREWS 7- 0 2 -7/8 1 -5/8 o OR 3-9/16 "0 ALUM. ° 8 NOTES F- POP RIVETS (TYP.) 70.0 8- 0 2 -7/8 2" x 2" x 1 /8" o #10 TEK SCREW OR 3/16 "0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 9 - 6 3 2 -i /4 ALUM. TUBE ALUM. POP RIVET @ 24" O.C. MOUNTING CONDITION IN FIELD. V . KIIP22ViC11 I 6063 -T6 ALLOY ( T P• 10-4 3 2 -5 /8 • Rakoto� TWO 1/4"0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE - n o EACH AN (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE 5 ' 0 2 -7/8 1 -1/2 O9 OR 99 SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. 7 - 0 2 -7/8 1 -3/4. AN E 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE 80.0 8-0 2 -7/8 1 -7/8 MAX. SHUTTER SPAN. 11 - 0 3 -1/8 3 -1/8 j EITHER CONDITION MAY BE TYPICAL 12-1 4 4 FOR EITHER SIDE 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 5-0 2 -7/8 1 -1/2 F- MIN. SHUTTER SEPARATION FROM GLASS. NER CLOSURE DETAIL 7- 0 2 -7/8 1_2 4 to P s AL 9" v• -a• z 90.0 8- 0 2 -7/8 z ap 11 - 0 3 -3/8 3 -3/8 MIN. SHUTTER SEPARATION a tnw 11 - 6 3 -7/8 2" x 2" x .125" SHEET 5) FROM GLASS ISEE SCHEDULE 'm 4 j a 1\ a Q g ALUM. ANGLE CONT. 5 - 0 0 2 -7/8 1 -1/2 O % 0.062" THICK �w 7- 0 2 -7/8 1 j4 '� O RECESSED SILL • • ° 3105 -H32 OR > m 100.0 8_0 2 -7/8 • 2 • • ♦ • ALUM. = X= 2.3/4 • • • ALLOY 1/8" BELOW w ¢o+ 9 - 0 3 ! • • 10 0 q24 -20 TRUSS HE ALLOY 1 AD CONCRETE) x X 10-3 3 • • • V • TS $ NUTS W/ Q wtA (9 )O K WASHERS @ S w •• 3 0 rn 1/4" MAX. P _ a 1 -7/4" a, � EXISTING STRUCTURE EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE � G ° 09/14/2005 NOA " ONCRETE FASTENER @ 8" O.C. P4124 eBb F1n3>�C4 • •• ALF 0 8 ANY SCHEDULED FASTENER IS • • IaBTm l • MOtI • • USE MALE OR FEMALE AS ACCEPTABLE 8i • • • REQUIRED " • " • • • • •a CLOSURE DETAIL TE1 DOR MOUNT DETAIL " r - ••• • • • • ••• • • • • • • • • • • • • ••• 0 • • ••• • •• •• • • • •• •• • • ••• • • t � i ANCHOR SCHEDULE c Ma z FASTOM MAXMQJd SPAONG MOMS) REQUUMD FOR VAMMS DESIGN LOADS AND SPANS �1 �+c d O LOAD MIN. Y EDGE DISTANCE MIN. 3' EDGE DISTANCE IW) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO ^ P.S.F. 9' -0" 13•_1•• 5' -8" 8' -0" 9' -0" 13•_1•• v ANCHOR TYPE MAX. (SEE N=1 ) (SEE NOTE 1) NOTE 1) (SEE Nam 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1 (SEE Imm 1) 1 (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE Q N t NOTE (SEE NOTE 3) (W NOTE 3) (SEE NOTE 3) (SEE NOM 3) (SEE NOTE 3) (SEE NO= 3) (SEE NOTE 3) CM NOTE 3) E. qy E S1. 1) C7 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS Cl I C21 C31 C4 C5 Cl I C2 C3 C4 CS C7 C2 C3 C4 C5 CljC2 C3 C4 CS Cl I C21 C3 j C41 CS 45.0 12 12 12 12 7 12 12 12 8 5 12112112 7 4 101 51 51 5 3 12 12 12 121 9 12 12112 10 6 12 1 12 1219 1 5 11 (1 t3S 3 O y 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 B 3 4 12 12 72 11 7 12 12112 8 5 12 101121 7 4 9 3 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 3 4 12 12 12 9 5 11 6 6 6 4 10 4 4 S 3 9 3 3 O 1/4'01TW TAPCON W/ w E 1 - 114" MIN. EMBEDMENT 105.0 10 5 5 5 3 8 3 4 8 3 4 8 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3' ��i t V N 8@7.3,100 pfJ. CONCt&18) 170.0 8 3 4 8 3 4 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 -p- 45.0 12 12 12 12 9 12 12 12 9 6 12112 12 8 6 12 9 9 5 4 1772 12 12 12 12 1 12 12 12 10 12 12 12 12 9 12 11 11 9 6 U 1= ��9 y L.�J N O I 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 92 12 12 10 7 12 6 61 7 5 W a� S Do ro 1/4 POWERS CALK - 73.0 12 12f12 8 5 12 9 9 5 4 12 6 fi 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 W 6 12 8 8 8 5 12 6 6 7 5 0: WON g 7/8' EMBEDMENT - - - O�m ^ \ 8 1/4 -20 STAINLESS 105.0 12 9 B 5 4 12 5 4 4 3 4 3 12 11 17 , 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 o STEEL MACHINE SCREW - - 72 5 4 4 3 12 5 4 Z 4 -71 - P1C1p 4181.9,000 PSL CDNCHE76) 170.0 12 S 4 4 3 12 S 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 1 6 6 7 5 UCq.11gw 45.0 12 12 12 1016 12 12 12 7 4 12 12 12 6 4 8 4; 4 4 12 12 12 7 12 12 12 9 5 1212 12 8 4 9 5 5 5 3 R D• �U z rc¢oz m c 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 3 12 12 12 10 B 12 12 12 7 4 10 8 9 6 3 7 4 G �d • 1/4.0 POWERS 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 3 12112 12 7 4 9 5 5 5 3 8 3 3 4 7 4 OC =0:•�Dtm WW01, iO NALL-N W/ 1 -1/8' 105.0 8 4 4 4 6 3 6 3 6 3 9 5 4 5 3 7 4 7 4 7 4 C) ( n f '� < •• 3 MIN.EMBEDMENT () �).. N2x 'O pOp,f,00ppsy0 170.0 6 3 6 3 6 3 6 3 7 4 7 4 7 4 7 4 ' C W =m�aD 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 �• (Q�-0: 9 " # 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 . 1/4 ELCO MALE / FEMALE 'PANELMATE• M/ 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 77 4 4 6 3 12 12 72 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 . 1 -1/4 MIN. EMBEDMENT Q 8 1/4 -20 MACHINE 105.0 12 7 7 7 4 17 4 4 6 3 71 4 4 fi 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 72 4 4 7 4 12 4 4 7 1 0 SCREW WITH NUT C o (•QLf,7W P31.L OON[WITE) 170.0 11 4 4 fi 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 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 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 Fk2 f2BV)C.$ 1 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 a & 40 - V4/ / 'ELCO �E T H ic TAp[o 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 (M01.fy00PALCON� 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 92 6 5 7 4 12 6 5 7 4 12 6 5 7 4 5.0 12 12 12 92 11 12 12 12 12 7 12 12 12 11 7 12 B B 7 4 12 12 12 12 12 12 12 12 12 9 72 12 12 72 B 12 10 10 9 6 _ EL �� C 570 72 12 12 12 12 9 6 12 12 72 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 fi S 7 4 1/4 1-9 /4�' 73.0 12 12 1 8 8 7 4 12 6 S 6 4 12 4 4 6 3 12 12 72 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 DENT 105.0 12 8 8 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 { 170.0 12 4 4 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 F. 7 4 12 6 5 7 4 12 6 1 5 1 7 4 $ h � g p ANCHOR SCHEDULE 5 0 FASWIEER MAXMRI?A SPAONG MUMM RIiQlF M FOR VAFAIUS DROWN LOADS AND SPANS • • • • • • • � p LOAD MIN. 3/4 EDGE DISTANCE • • • • • • (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO • • • • • P.S.F. 5' -8•' 8' -O'• 9 -0" 13 • •• • • ! x ANCHOR TVPE MAX. NOTE 7 (SEE NOTE 7 ) (SEE NOTE 1 (SEE NOWT) • • • • • • (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE • • • • • • • • M07B (SEE NOTE 3) (SE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES ? F g; 1) Cl C2 C3 C4 CS C7 C2 C3 C4 CS d C2 C3 C4 CS C7 C2 C3 C4 CSg, "•'t s'4"D817: $0 Re = 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 57.0 2 12 12 7 S 12 12 12 5 3 12 12 12 4 3 12 12 9 9 3 5 4 3 14)2005 ••• • t/4'0 WOOD LAO W/ NSfED • • 1 -3/4• MIN. THREAD 73.0 12 12 12 5 4-11219 9 3 3 12 6 6 3 12 5 4 3 81 & t smdffi C.aG1YV9 • • • • PENETRATION SHEAR 705.0 12 9 8 3 3 12 5 4 3 12 5 4 3 92 5 4 3 • • 1 • • • • ! c PARALLEL OR PERP. $ >- f$ • • TO WOOD GRAM 170.0 1 06 2 5 4 3 12 5 4 3 12 5 4 3 12 5 4 3 • •-436 • sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • � �,m2 ANCHOR SCHEDULE o FAS7FNER MAXIMUM SPAGNG (INCHES) IMQUII•D FOR VARIOUS DESIGN LOADS AND SPANS �a 15 LOAD MIN. Y EDGE DISTANCE MIN. 3° EDGE DISTANCE LLa (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO c P� P YPE S. 5•_8•• 8•_0•• 9•_0 13 5 8 9•_0•• 13 -1• rj�' ` ANCHOR T MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (9EE %am 1) (SER NOTE 1) %EE NOTE 1) (SEE NOTE 1) (SEE NWE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE N01E 9) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SFR NOTE 3) ".r 1) C7 C2 C3 C4 C5 CljC2 C3 C4 CS C1 C2 C3jC4 C5 Ci C2 03 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C'4 C5 Ci C2 C3 C4 C5 ,iw € C 45.0 12 12 12 7 4 9 9 9 5 3 8 8 1 8 1 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 '3 6 13 13 3 O �• gppm 57.0 10 10 10 5 3 7 7 7 4 6 5 5 3 4 11 11 6 4 8 8 8 4 7 5 6 4 5 73.0 7 7 7 4 5 3 3 3 4 G 6 8 8 5 3 6 3 3 3 5 3 5 3 E 1/4 "01TW TAPCON W/ �aFF Wz 1 -v4^ Ala EMBEDMENT 105.0 5 3 4 4 4 6 3 3 3 5 3 S 3 5 3 N N 770.0 4 4 4 4 S 3 5 3 5 3 5 3 g c 45.0 12 12 12 7 5 11 11 11 5 3 10 10 10 4 3 7 3 3 3 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 8 4 4 5 3 �~ V It 57.0 12 12 12 6 4 9 9 9 4 8 6 7 3 5' 12 12 12 9 5 11 11 11 6 4 10 8 9 5 3 7 4 W 73.0 10 10 4 3 7 4 3 3 6 3 5 12 12 12 7 4 9 5 4 5 3 8 3 3 4 7 4 (f!! O: WON N 1/4 POWERS CALK -IN - - - W W Owla ^N W/ 7/8• EMBEDMENT 105.0 7 3 3 3 5 5 5 8 4 4 5 3 7 4 7 4 7 4 F- z p^ & v4 -20 STAINLESS 4�y011(10 o STEEL MACHINE SCREW 770.0 5 5 5 5 7 4 7 4 7 4 7 4 Y Up = 48 a 1 y 45.0 12 12 12 7 4 8 8 8 5 3 7 7 7 4 5 3 12 12 12 9 5 9 9 9 6 3 8 8 8 5 3 6 3 3 3 O:4o 57.0 9 9 9 6 3 6 6 6 4 6 4 S 3 4 10 10 10 7 4 7 7 7 5 6 5 6 4 4 3 50)� S F 1/4 POWERS 73.0 7 7 7 4 5 3 3 4 4 8 8 8 5 3 6 3 3 4 5 3 4 3 p W Wm�tO ZAMAC NAIL-IN N /t-v8• 105.0 5 3 4 4 4 5 3 3 3 4 3 4 3 4 3 V �(F -3�Z•' y e MIN. EMBEDMENT 170.0 4 4 4 4 4 3 4 3 4 3 4 3 a W 45.0 72 12 12 9 5 12 12 12 6 4 11 11 11 5 3 8 4 4 3 12 12 12 10 6 12 12 12 7 4 12 12 12 fi 4 8 4 4 4 Nmm a • $7.0 12 12 12 7 4 10 10 10 5 3 9 7 8 4 6 3 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 3 I 1/4.0 ELCO MALE/ 73.0 11 11 11 5 3 8 4 4 3 7 3 3 3 6 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6 3 / FEMALE'PANELMATE' W/ a 1 - 1/4 MIN. EMBEDMENT 105.0 8 4 4 3 6 3 6 3 6 3 8 4 4 4 6 3 6 3 6 3 O & V4-20 MACHINE _ C2 o SCREW WITH NUT 170.0 6 3 6 3 6 3 6 3 6 3 6 3 fi 3 6 3 _ j 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 3 3 4 12 12 12 12 7 12 12 12 9 5 12 12 12 B 4 8 4 4 5 3 57.0 72 12 12 8 4 9 9 9 5 3 B 6 7 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 4 td,�, KQeyep)CII 0 73.0 10 10 _ 50 TT 3 10 6 3 7 4 3 4 6 3 5 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 FLLIi topt00 �3 C H F T00 170 0 S 3 3 5 3 5 3 5 3 7 4 4 4 3 7 4 7 4 7 4 g w/ 1_1/4• EMBE A' 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 3 3 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 8 4 4 5 3 _ N 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 4 UL 20Ufi 1/4^ MELCO C FLEX 73.0 10 10 10 6 3 7 4 3 4 fi 3 5 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 p E�MIBDM�ENMl7N. 105.0 7 3 3 L 5 3 5 3 5 3 B 4 4 5 3 7 4 7 4 7 4 j 170.0 5 3 5 3 5 3 5 3 7 4 7 4 7 4 7 4 � p(� app (( �p AND= NMM* ALLOW/18LE STORM �ER SPANS POR SPED TE LOADS ST BE LIAR® TO 1HOSE • • • • O 1 • • • > � . SPANS AND LOADS HEID: DETERMWN ICHO AONG O LY qL, pl b STENER S 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING TRUCTURE MATERIAL 7 EDGE DIS ANCE 5 ACCEPE ABLE FOR FRAMIN D S SHA L /BE • • • • •• $ • • •• • ANCHOR TYPE ANIV EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OF( SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE • •• • • • • EQUAL TO NEGATI E DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER PHILLIPS PAN HEAD OR HEX HEAD. • Y THAN OR EQUAL TO SHUTTER SPAN. • • 00* • • o • • CCryryyyJJ {{((EE ppGG B. MACHINE SCREWS SMALL HAVE MINIMUM OF 9/2" ENGAGEMENT OF THREADS IN RUC 3 EX ET NG STRUCTU E AND RRATE CONNECTION�TYPE SEEOMOUNTINNG HEAD fSNDEWALK BOLT) U.qO NE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER OABC cab NC TU / g p R 1 ° SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ° 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' N 09/14/ OS § RECOMMENDATIONS. 10. t DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE M1tull • • u S. MINIMUM EM AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. SCREW, NUT OR WASHERED WINGNUT. DpispO NETTED OR • • 6• W HE EFIEL% THAT FA W OOD ARE INT6 ADEQUATE WOOD FRAMING 11. FOR BUILD-OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED B7 • • • • : • 0 0 c SIOEBCLOSS�URETPIECESOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 12. FFOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED • • • • • • • • �6 -436 sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • t i • 1 000 1 1 • t • •• •• • • • •• •• ••• • • • ••• • • . � 1tt11! ti�ii Ill�t 1N1t t�itl llttt I�1111�1i lttl :F ri '�'a a �.OR0326 1 38 NOTICE OF COMMENCEMENT R eta 272E5 Ps 18298 t1AS }. A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 05114/2010 14.4126 HARVEY RUVINt CLERK OF COURT IIIAMI -DARE COUNTY► FLORIDA PERMIT NO. TAX FOLIO NO. 11 z32ao " 5 F LAvT PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: II 310 +er :r ea vr+ S 2. Description of improvement: - �e�r��of Sew �rS 3. Owner(s) name and address: 30 S' t of vim+ s 3 *o M Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: �S i IcA �,w �� 440 d &45 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: }. �� °,T E OF FLORIDA. �`OU �- r` �+s I� DE Amount of bond $ i i EFL CERTIFY thai ibis is a r a copy of the 6. Lender's name and address: original fl ++ is rce on day of WiTN ­4 r)ffi 'y 7. Persons within the state of Florida designated by (DAMR €Yj I as provided by Section 713.13(1)(a)7., Florida Statutes _ Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Not f Commencement: (the expiration date is 1 year from the date of recording unless a different date is specifi Print Owner's Nam Ja0✓i Prepared by �GX6°►�'d Sworn to and subscribed before me this V' day of A , 20 b .1 1�I NOTARY PUBLIC- STATE Address: T4 '`W S� Notary Publ "° "''; Steve SilguernGonzalez '(�/tA!nn i I ,F 64 Print Notary's Name: O_ on My commission expires: