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WS-08-1147 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL x Phone: (305)795 -2204 Fax: (305)756 -8972 y k v.. Inspection Date: 07/16/2008 Permit Type: Windows/Shutters Inspector: Grande, Claudio Inspection Type: Shutter Final Owner: DIOGO, NICHOLAS Work Classification: Shutters Job Address: 66110 Street NW Miami Shores, FL 33168- Phone Number Parcel Number 1121360030060 Project: <NONE> Block: Lot: Contractor: RAILCO, INC. Phone: 3058232625 Building Department Comments INSTALL ACCORDION SHUTTERS FOR 11 OPENINGS v Inspector Comments Passed cc , au G'rc, e, e, AW Failed El g o axe. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, July 15, 2008 Page 2 of 2 Miami Shores Village z z 10050 N.E. 2nd Avenue W � Miami Shores, FL 33138 -0000 Phone: (305)795 - 2204' s � Expiration: 121211200 Project Address Parcel Number Applicant 66 NW 110 Street 1121360030060 NICHOLAS DIOGO Miami Shores, FL 33168- Block: Lot Owner Information Address Phone cell NICHOLAS DIOGO 66 NW 110 Street MIAMI SHORES FL 33168 -4319 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 RAILCO, INC. X3058232625 Total Sq Feet: p Type of Work: ACCORDION SHUTTERS Available Inspections: No of Openings: 11 Inspection Type: Additional Info: IMPACT Shutter Final Classification: Residential Shutter Attachment Fees Due Amount Total Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 $ 0.00 $ 0.00 $ 0.00 Permit Fee $210.00 Scanning Fee $9.00 Payment Type: Technology Fee $5.25 Total: $227.45 U 3 0 2008 152.' MIAMI SHORES VILLAGE 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 June 24, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, June 24, 2008 1 61441bf qW V Miami Shores Village L ° Building Department 10050 N.E.2nd Avenue, Miami Shores,, Florida 33138 Y ® _ W`�..4.�_ _ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle) • Buildin / Roofmg �^ Owner's Name (Fee Simple Titleholder) 1W ` �d ZA S C._. D t4# Owners Address - Y City 4 e State Zip < �� Tenant/lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �4/z ev Phone # Contractor's Address 2 S- �L City_ State Zip p,�+ Qualifier Name �/2/ Phone # . �lJ 3' a 7 r�Xf State Certificate or Registrati No. 'r-ertificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit Square 1 Linear Footage Of Work: J_ y Type of Work: Addition nAlteration New ❑ Repair/Replace Demolition Describe Work: Submittal Fee $ Permit Fee $ 4."l0 CCF $ d "t CO/CC Notary $ 7 TrahunglEducation Fee $ U' Technology Fee $ � • �� Scanning $ ' T - 00 Radon$ DPBR $ Zoning $ Bond $ C o Double Fee $ Structural Review. $ Total Fee Now Due $ —= v j 3 4 See Reverse side -� is e MIAMI SLOPES WLAGE 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person w hose�r V 1 - is subj w ect to attachment. Also, a certified copy of the recorded no r q fq� i60SS (J [Te [y [JJ "eC2 t0 aTCCTG7rrrarrs�irc�v� u cc. cJwc��vpv /6!!Cd�'i[I �37d��RJt U k u��" for the first inspection which occurs seven (7) days after the building permit as issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature . Signature Owner or Ag t Contractor The foregoing instrument was acknowledged before me this & The foregoing instrument was acknowledged before me this : day of J'A6e 20 , by s �_O /rya S !0 . i &a day of d t � , 20 tom, by �� � ca who is personally known to me or who has produced who i Wally knov me or who has produced D20 - 62,3 44- 0 63- 0 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: a Sign: Sign: , Print: tP Notary Public State of Florida Print: r Notary Public State of Florida Raften < My Commisaw DD894010 g My Commission DDti94M My Commission Expires: X� t:xpireag7i1ono11 My Commission � Expires 0711 asa.awaa.mmmassasm �1e�k�k ek�e���sok��k��� sk�k�k$a a: kslesle' k�kik: k' k�k ik�k�k��k�k�k=k�k APPLICATION APPROVED BY: 0 Plans Examiner Engineer Zoning (Revised 07/10/07) C ,r �k � Jlr' 2 p 2�0� J BY -- -- - :. - - - -- -07 0/0 o Q X 00 . . •• ...... a"lolr Ji- • F. • C v 8 -u v 0 o .� � 0 0 z U) S N cia .s 0 33 Y m (Q or-.3 c� �t a7 -� 3F d 37 Y 3T FLORIDA - BUILDING CODE -2004 DESIGN WIND LOADS FOR COMPONENTS & CLADDING WALLS AND VERTICAL SURFACES BUILDING WITH A PEAK ROOF HEIGHT <60 FEET> BASIC WIND SPEED = 146 MPH - EXPOSURE 'C° - Kd = 0.85 GENERAL. NOTES: MAXIMUM DESIGN WIND LOADS(PSF) L THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRLICTMN AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. GCPI = +- 0.18(See Note 2G) 2 TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF MEAN Rt1t POSITIVE ASCE 7-02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. NEGATIVE NEGATIVE THE DESIGN CRITERIA ARE USED. cs) ZGME(4) jam ��++. PEAk AUGHT �iREATGR THAN 60 FEET. " EEXP cwKr�s SPEED • �D Gush As 0 -1 46.5 -50.4 NOTEa. • > 15 -2 49.4 -53.6 -66.1 • • • • • �. AN DB&T4M FACIA► OF d.0 FOR CATEGORY '• STRUCTURES. NOT VAL" VW ASSEMBLY OCCU- • PANCIE ESSEN �A� ITIES > 20 -2 51.8 -56.1 -69.3 • • • • • E ANY WD`W AREA IS ACCEPTABLE. .�.. ANY .SLOPES. 0.860. >25-30 53.8 -58.3 -72.0 ' • • i • • ENCLOSURE L IFIC f M S? JLE ENCU CLASSIFICATION >30X40 57,1 -62.0 -76.5 • • • • BY T�ne" B" DnvG` �zcHlr N , > 40 -50 59.9 - 65.0 - 80.1 I F +-O.1& FOR USE ON -ENCLOSED BUIL- > 50 -60 62.2 -67.5 -83.3 ' • DINO'•IIFRY DAPA TANCE IS REQUIRED • FOR GLAZED %= AND THE BUILDING • • • • • • IS �D TD BE AN 'ENCLOSED BUILDING BY iHE•YUILDING OFFICIAL, ARCHITECT OR EN- GINEER. H. DIRECTIONALITY FACTOR AS NOTED TOPOGRAPHIC FACTOR Kzt = LO FOR FLAT TERRAIN, NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE LOADS SHALL BE BASED ON THE HEIGHT OF INSTAL - LATION(Z) AND WILL VARY AT DIFFERENT FLOORS. ENTER TABLE AT APPROPRIATE HEIGHT. 4. NEGATIVE LOADS FOR ALL FU30RS SHALL BE BASED ON THE PEAK ROOF HEIGHT(B) OF THE BUILDING OR STRUCTURE. ENTER TABLE AT APPROPRIATE HEIGHT. 5. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 6. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN 5 TABULATED ELEVATIONS. 4 7. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF 5 WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. h 4 5 a THE SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. Z 5 WALL 9. WHERE THESE SCHEDULES ARE USED FOR PERMIT THE CONTRAC- TOR AND BUILDING OFFICIAL SHALL.. VERIFY THE USE IS APPRO- PRIATE FOR A SPECIFIC SITE. 10, THIS DRAM SHALL NO BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE. DATE AND EMBOSSED SEAL. 11. g = 10' /. OF LEAST F132IZ13NTAL DIMENSION, BUT ITT LESS THAN 3' -0. h = PEAK ROOF HEIGHT IN FEET, OR FOR ROOF SLOES LESS THAN OR EQUAL TO 10' USE EAVE FIGHT. z = HEIGHT ABOVE GROUND IN FEET(USE FOR POSITIVE LOAD DETERMINTIO N). ALR CONSULTANT - MECHANICAL AND STRUCTURAL- ALBERTO L. RIBAS -P.E. 1449 sheet I of I 11341 SW 3RD STREET, MIAMI, FL 33184 - TELEPHONE. (305)480 -5836 05 -1122 I ' •' • • IAAMIFACTURERB OF HURRICANE SHVT7ERS AND BVWR DINIO PRODUCTS NewProdu� Ut for the ;tt st Century • • • • • • . 686E O.WA ' Avenue. Miami, Florida 33147 Phone: (305) 63549001 (800) 327 -09051 Fax (305) 634 -9078 WWW.hurstawning.com • • • • • •" "• BHMER PRODUCT APPROVAL AUTHORIZATION FORM • • • Dale: 16 g .••... :. ". Mdn *Wi ity: MW Nei 00 •••••• •••• •....' Buliding Official: Ru—mt is the Dade County Notice of Acceptance Holder for the following: Product Description: HT 100 ACCORDION SHUTTER COMPONENTS Product Approval: 07- 0822.01 Thls •letter authorizes: TAll -Co TN(- To use the above mentioned product at the following job: q ICo(As C• DIOGO 66 tiw 1 co st- n�(A�t( ShafPs �� 3 3i6Q, ` 1 Hurst Awning Company, Inc. ,Frank S. Comelius or Magaly Garmendia Preside Executive Vice President 1: This form must accompany the application for building permit and shall become part of the permit documents 2: T{ie authorized signature must bear the raised corporate seal of the company holding the Dade County of Acceptance. MlAM1•Dl�llE MIAMI DADE COUNTY, FLORID A METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST.FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 =2901 FAX.(305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www .miamidade.ov Hurst Awning Co., Inc. 6865 NW 36th Ave. Miami, FL 33147 S COPE: ' 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 (AHD. • r• : 00,00 : W� 4TOA 4Wr hot be valid after the expiration date stated below. The Miami Dade County Product Control • I3i0 s'ipn (In 1viian Dade County) and/or the AHI (n areas other than Miami Dade County) reserve the right to • • • • •' ' hit e* Ws pr i Or material tested for quality assurance purposes. H this product or material fails to perform in tl e; j apccepted maaaer, the manufacturer will incur the expense of such testing and the AW may immediately i'ev., mode opsuspend the use of such product or material within their .jurisdiction. BORA reserves the right • ,,, ; • to. sevske thig-vceptance, if it is determined by Miami Dade County Product Control Division that this product or • mntor fails td Meet the re equirements of the applicable building code. • • • • • • Ibis producei%* rov herein, been designed. to comply with the High Velocity Hurricane IN ZbWof the k uilding Code. ION: " HT T -100 " Aluminum Accordion Shutter APPROVAL CUMENT: Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- oup, dated September 14, 2005, last revision #0 dated September 14, 2005, .signed and sealed by V.J. Knezevich, , ' g the Miami-Dade County Product Control Renewal stvnp with the Notice of Acceptance number and the expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, . state and the following statement: "Miami Dade County Product Control Approved ", unless otherwise noted. herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number . preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0328.01 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & EA as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A. Makar, P.E., M.S. Q N0. Expir o 2c( ' PP Hutst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0816.02 . A. DRAWINGS 1. Drawing prepared by Knezevich & Associates, Inc., titled "HTI00 Accordion Shutter," Drawing No. 99 -802, dated July 23, 1996, revision #6 dated June 10, 1999, sheets I through 6 of 6, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. See Association's generic approval, under 99 -0036. C: CALCULATIONS 1.- See Association's• generic approval under 99 -0036. • : : : 1'!. . • MATERIAL CERTIFICATIONS t gee Association's generic approval under 99 -0036. • ' • E. ' ' S7A'TEMENTS 0000 • • • • • elease letter issued b the Hi -Tech Shutter Gro . Inc. dated August 3; 1999, 90i0o 0400 • • • :; • . • .... certifying this product to meet the criteria of product tested and approved, and • • • • • • • • •allowing Hurst Awning Company Inc., to use the test results approved under Dade 0060 ' • 0 * :0 O tounty Approval No. 99 -0036, signed by Mr. Frank Cornelius. . • • •;, • • z. • . Acknowledgment letter by Huist.Awning Company, Inc., dated August 3,1999, signed • 0 0 0 Sy Mr. Frank.S. Cornelius: • • • • 3. -Letter by Knezevich & Associates, Inc., dated August 10, 1999, . certifying that the drawing (No.. 99 -802) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, RE., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance letter issued to Mr. Frank S. Cornelius on September 2.1, 1999 and returned signed by Mr. Frank S. Cornelius on September 21, • 1999, indicating to • please issue the proposed Notice of Acceptance as submitted and reviewed. • 2. EVIDENCE SUBN RTTED UNDER PREVIOUS APPROVAL #99- 1110.01 A.. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. t l)Xmy A. Makar,.P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date- 01/13/2013 Approval Date: 10/29!2007 . E -1 Hurst Awniny, Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Acceptance letter issued to Mr. Frank S. Cornelius on December 7, 1999 and returned signed by Mr. prank S. Cornelius on January 11, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.09 A. DRAWINGS See NOA 02- 0315.09 (General Notes) B. TESTS .0 See NOA 99- 1110.01 0 • • • • • • :.:C. 1 ULCTULATIONS •�•••• 0.00 $eeMA99- 1110.01 • .. 0000.. 0:0069 MATERIAL CERTIFICATIONS ... • 0000. 0 0:00 �..• S W 1110.01 0 -. • •• 0000 00000.. A�+ • 0 0 0 0. ••• X fi 4 i EMENTS • 0 . See-KOA 99- 1110.01 0.0000 0000 • • ••'•' F. OTHER See NOA 99- 1110.01 4: EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 1227.02 A. DRAWINGS 1. Drawing No. 02 -643, titled ".HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and* scaled by V. J. Knezevich, P.E. U. TESTS - 1. See Association's generic approval under 02 -0799. C. CALCULATIONS 1. See Association's generic approval under 02 -0799. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: - 10129/2007 E -2 r Hurst Awnin Co. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS I. Letter by Knezevich & Associates, Inc., dated December 19, 2002, certifying that the drawing (No. 02 -643) prepared for Hurst Awning Company, Inc., signed and 'sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). 2. Acceptance letter issued to Mr. Frank S. Cornelius on January 14, 2003 and returned signed by Mr. Frank S. Cornelius on January 15, 2003, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. .5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0328.01 6 9A. DRAWINGS • • • •; • • • • • • ;1.6 6. Drawing No. 06 -341, titled " IIT-100 Accordion Shutter ", sheets 1 through 7 of 7, ' 06 • • re pared b Thornton- Tomasetti Group, dated September 14, 2005, last revision #0 0690 P P Y • 0 :.:..: dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. 699666 9699• 6666$ • S ' 6666• 6'6 9 6l66 • • • •; See Association's generic approval under 05 -0321. 00:00. 0000.. • • • •�. • &L CULATIONS • 0 ' 0 6 :16- See Association's generic approval under 05 -0321. 0000.. 9996 0000 D. QUALITY ASSURANCE L 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 March 14, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami -. Dade County Approval No.05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated March 21, 2006, signed by Frank Cornelius. 3. Letter by Thornton- Tomasetti Group, dated March 14, 2006, certifying that the drawing (No. 06 -341) prepared for Hurst Awning Co., Inc, signed and sealed by Mr. V. _J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). M my A. Makar; P.E., M.S. Product Control Examiner NOA No. 07 -0822.01 Expiration Date: 01/13/2013 Approval Date: 10/2912007 E -3 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMTTTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. 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 r * • ; By Miami -Dade County Building Code Compliance Office. •, . E. :A4ERIAL CERTIFICATIONS .: • • • • •', . i'." See Association's generic approval under 05 -0321. .. ;.. • • , • ; 'ST4&TEMENTS " •.f; • • • Acceptance letter issued to Mr. Frank S. Cornelius on October 28, 2007 and • s • • • • 0 returned signed by Mr. Frank S. Cornelius on October 29, 2007, indicating to • please issue the proposed Notice of Acceptance as submitted and reviewed. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 E -4 048" •966" .875 0 3.840" MAX. t0 8 .875 ". 3 tn 125" 1.0" o ° $4 2.420•' 1.685" ` f oo Z I t 2 Ln o 4 -- 2 N o 875" 83" 600" 620' t0 M� a t2 } t2 t2 2 in ri t ' 65 "600" 620 t.! , o o TYP� 21 a 00' 1.533" - DSO" °-'o V rn t2 1 t1 .025' �+ t1 0 0 600" rno m - t3 2 - o `n O55' (TYPA 4 - vu }, [) t1 < .r o i (TYP.� t I 1 in N 1 - � - 1 ,0 915 2 _ _ t2 t rn 1 1.25 -1 'mom R w o .107" 600" t1 o r a 0..055 6 ' rn: cCS �N2 0 1 0• '" °' M (TYP.j ^� t- .055" O 94' END SLAT LL :2 _ CID 1.193" 1 1 tV in �8 SCALE: HALF SIZE O o� o = 9 .. = t2 .752" I �' tA _ +n 1 N 41" 1.250" vrn� U t1 - .OSS" t1 = .055" - 2 = .076' 84` H .J w t2 = .076" t t3 • f 11 (TYP.2� .711" 1.533" .136" 1.2 0" 0 OR t1 = .055" .326" 985" ~ t HEADER -CLG'. }2 - .076` $40 . 620" t1= .055" ,. &;�CA MOUNTED t2 = .076' o o m LE: HALF S IZE 2 HEADER -WALL MOUNTED = 055" .250" 3N d CN SCALE: HALF 512E 540" 3.283 E " .050" �"'� ® Z 2a BUILD -OUT WALL HEADER SILL -W .�' �.r •• w SCALE= HA ALL MOU Q�n U .t LF SIZE 3 ED ADJ. SILL- -TOP (�ADJ, SILL. -BT ALTERNATIVE O. N Z_ 3 993 o SCALE: HALF SIZ£ 4 SC ALE: HALF 512E �.J SCALE: HALF SIZE Sa ADJ- SILL -BOT FLAT END SLAT M� o ° o " S2' SCALE: HALF SIZE 7 2.77 " 0SCALE: HALF SIZE V F R " ADAPTER SLAT 2 .586" .984" 3.245" _ rasie $a 2.795" 49" 3.465 SCALE: HALF SIZE $4" o - I o i $ 3.0 .267" W a y e -0 Z2:o� rr ••• • •• • w p v1 ••o • 4S° 52" 5•� d" l0 0`;,10 40 :63d" b.b. 55 � �tM a 4 78" _ 6 10 6 1.0 ••» •• •• 4.534" m 248" 285" b.b' 285" O,b. ` 10 16 " 1.0 b -` ^� • •••• a ...$ TYP. SLATS o. t - :�t0" 28 d 8 • 6d" 4 ...... scaL£: •� • •••• � HALF SIZE N b0" � `•'o �f 060 .248 F*O Z E 3 ••• •• ••••• o 0 1.039•" O' z" • .060 I v o w • • 060" °' 190" 0 1.039" eaEo • a+ • • --- }060" as u' 060" .t CC • • • • • 1. THESE AANRCltAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH 50 Ob0" p • • T H E P RflVL51QtiSET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INOAI BY b0" 45" ' 60 " MIAMI -� UNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING o 60" 45" 8 ul N 095 2. TO VER& THICT TH 250 o 442 PPROV TENER L OOC OVERSTRESSED fN THESE y 09 p S, NO {NCREASE IN ALLOWABLE 949" 42" f p� FAS YSIS AS USED IN THE 42 � 3. DETE E THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERE G 1 391" 942" T DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE GOYERNI G •• . 91 6 9" o . VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA OF Kd - 1.891" 2101" I BUILDING CODE 2004 A DIRECTIONALITY FACTOR . SHALL BE USED. S.I= 114iER_MATE 1 j 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION SCALE: HALF SIZ£ O CI LATER 2 CENTIwR MATE NvlLflc{aNG ROpj R SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM: SCALE: HALF SIZE 9d CENTER MATE 2 MU i oaav� 1 t� S. USE O OVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 SCALE: HALF 512E O V J• KnezeviCh I 01:: THE FLORIDA _ SCALE: HALF SIZE VE CODE. 6. THESE ApPROYAL CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE GOES DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR R use Na • OG10983 PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED N HEREIN AND THE . STAINLESS STEEL 040,`R " g12 0% NOT DEVIATE IN EITL FROM THE STRUCTURAL SUBSTRATES 430" DETAILED HEREIN. HER FORM OR MATERIA c ; ASSEMBLY 7 '3 � z ?. ANY MODIFICATIONS OR ADDITIONS TO THESE APP 1 .320 "a+ HO 1S"' , 956" X14`= THE' APPROVAL LE v APPR AL OOC h OVAL DO DOCU WILL LL YOtO c or' 3 22 ' ao w 8. WHEN TH SITE o _ I 1 .485 517" ❑ E_ CONOIT ION 1 i ` CON D o - T 4 I gUi DEVI FROM THESE AP NYLO 1 I � � L �. R _ 1 206 PROVALOOCUMENTS, THE to Rl N WHEE I I I i 15" •222 SO A) R E T SIT L.OING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: N N TED IN EQUIR THAE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED ANO 058" PLACE I 1 f i 97.. m Q c SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL 1.100" 251" I I � � � N� � n O c PRODUCT EN GINEER FUR REVIEW SAID DOCUMENTS THE BUIUING OFFICIAL � 6 8" 1.115" ° GRANTING HIS /HER APPROVAL. 30" 1 1 �-. 20" c`ao $0 322« = V1 2" MIN. -S" MAX. W11 y a M X. +'?r '. 7 88 7 B1 REQUIRE THAT AONE -TIME SITE SPECIFIC APPROVAL B£ APPLIED FOR AND ATEV£RYOTHER JOINT AT TOP• !`mow• A X 1.400" IM THICK NL6 SSsMEL < SECURED FROM THE MIAMI- DADE'COUNTY PRODUCT CONTROL DIVISION. TOP �� SCALE SCALE: ALF SIZE d O� WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE 1 `I ANGLE ROLLER ASSEMBLY m O ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. SCALE: HALF SIZE 2 LE: HALF SIZE - BUSHINGS INSERT ° � j SCALE: FULL SIZE 13 ' " '`� 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: 'b : HALF SIZE i 4 H LOCKING AR < HUM AWNING COMPANY, INC. d � MtAw FLORtoA MtAAl1AI DARE COUNIY PRODUCT AI'PROYEO a0 Q k 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE 2 . 3 73" ! • 472" I.O. nn .36W, 10 5$0" Y WITHIN 18" OF CENTER (VERT1 LOCKING MECHANISM SHALL BE LOCKED TO t s� t 80" o N a HURRICANE PROTECTION. PROVIDE tl 158" 4" - .612" O.D 375" R 435" R o r6 °` .135" R i£�DUCT R W 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. ' .Y -T4 ALUMINUM 12 OR SCREWS AND BOLTS TO BE 2024 A O0 0 co " �j as p� '�!Re Ft6r:42 M LLOY, STAINLESS STEEL ui 1 •505 R O 0 o POP ALLOY ALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH 211" t ` co !n! c ° RIVETS TO BE 3116 "m, 5452 ALUM. TH OF 60 K.S.L. K.U.O.N.` --� t2 � 2 U.O.N. 0 tom' 150" Ac sepam,� ;$La t7 - b37.g . p, ease 0 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. ,� I RE. 500" t2 83' .87 " • 2 4211" 83 ` •315" R 33;` 09/14J2005 1.350 = .076' O c 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE 1 40« AS NOTED W1CR REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. (OPTIONAL) 011 a S ct keaby S 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK WALKOVER SILL { ' 1 °"` "`tr 1 ` l� IK VIK a OFFICE, PATENT No. 5,755,270. LOCKING CLIP N LE L ICING ARM AL.IGNMEIy S INSIDE HA 15 SCALE: HALF SIZE 7 6 FLOOR MOUNTED B ING NYLON aA " SCALE: HALF SIZE 17 SCALE: SHIM NYLON 06 -341 SCALE: HALF SIZE sheet 1 of 7 i� u� A1-tM LUCKING CAR1uEg BUSHING 2 - -- y MECHANISM AT CENTER U OR SIDE OF SHUTTER. NYLON 12 '.� orn Z SECTION 70P TRACK LOCK MAY BE INSTALLED ON HANDLE fMM 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER .a- /16" O.D. 0.63" LONG NYLON PLAN .S0•10 7 � J � 3 I I ?� BUSHING BUS 2 U U r 2 E z VIEW a'' W- w� o Z a — I I I I 8 a M 3 E 1 a ^ N ALT. LO 'AT4ON OF Z v1 N #10 x 2" SMS. MANUFACTURED 0 •n v, Z LOCKING MECHANISM t (S>�LEO� W FROM #410HT OR 18 -8 STAINLESS 0 0 o = A7 SIDE W/ XYLAN 5200 FLUOROCARBON* �� E w F SINGLE ARM LOCK OPTIONAL CLOSER HANDLE STEEL W/ XYLAN 5200 FLUOROCARBON N �. ` c o uj 1 - ul ttt N.T.S. N.T.S. COATING & ..460 "4� x .050" THICK 300 1� yLL W SERIES STAINLESS STEEL WASHER 0 :3 SINGLE ARM LOCKING (TYP. TOP & BOTTOM) N "' Z MECHANISM AT CENTER w a j OR SIDE OF SHUTTER. NYLON "'v N 0 Q" to . LOCK MAY BE INSTALLED ON HANDLE 8 I 0 jg 0 14 INSIDE OR OUTSIDE OF SHUTTER v w F 2 -1/4' i I I I 3/8" O.D. x 0.90" LONG NYLON �� s o , 11 80.0M BUSHING MF u 0 o LOCKING MECHANISM USED Wr(H PIECES Smo ® #10 x 3" SMS. MANUFACTURED r BOTTOM TRACK CAN BE @ 18" ABOVE FROM #410HT STAINLESS STEEL. �+ BELOW CENTER (OM NOTIRMA E W/ XYLAN 5200 FLUOROCARBON (S ENERAL NOTE 10) SINGMARMLOCIO COATING &.460"0 x.050" THICK 300 w SERIES STAINLESS STEEL WASHER TOP & BOTTOM) o TYPICAL ELEVATION LOCKING PIN - SINGLE ARM LOCK OPTIONAL CLOSER HANDLE (TYP. I-- •� ����� N • • a • • N.T.S. SCALE= 1 -1/2" - 1' -0" N.T.S. N.T.S SCREW BUSHING & ROLLER/ � �. • •. BUSHING ASSEMBLY • • • '.r" p -< M N H ••!' •••} ' R SEPARATION SCALE. HALF SIZE � NO� MIN. SHUTTER SEPARATION I �� ' r�i •••••' �• FRAM GLASS. (SEE SCHEDULE FROM GLASS. (SEE SCHEDULE °S8 • ...Q AS ENtR {{�� 24" O.C. SHEET 5). DISTANCE TO BE ASTggNER 24" O.C. SHEET 5). DISTANCE TO BE z � • . WDL!ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER [W 24" O.C. {SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER {� 24" O.C.' o Z " • 3 Q R.A�NY ACCEPTABLE SHUTTER BLADE OR FROM (SEE •ANCH012 SCHEDULE 2" MI ; FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE � � a . • •••.• HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE ,1 E •••ty •••• INSIDE. ANCHOR). INSIDE. ANCHOR). •� •.•• • ps E k :••• • "' �N�IHAN�LEU/ EXISTING �IOE C U EXISTING (� °� z• • • 7' RREE • ty' • •• . 7 SHIM GLASS 6 7 SHIM GLASS Q o O • M •H� < o a a••t 18 E 18 1 13 100° 13 1 00 `Y,j. Knezevich O 14 10 O 14 8 FL I ic� 10963 (TYP.) 9 (TYP.) (TYP.) 0 (TYP.) 17 6 -1/2" 9 a 17 a SINGLE ARM LOCKING SINGLE ARM LOCKING 6 -1/2" MECHANISM AT LEN MECHANISM AT CENTER cn OR SIDE OF SHUT OR SIDE OF SHUTTER. { I pnC LOCK MAY BE 1 ALLED LOCK MAY BE INSTALLED M i't IOU ON INSIDE 0 UTSIDE ON INSIDE OR OUTSIDE `- OF s H U TT ,AIM PLAN VIEW OF SHUTTER OPTIONAL. PLAN VIEW O S ALE: 3" = 1' -0" SCALE: 3" = 1' -0" SCALE: 3'. T -0" team= REKZWM q comolin 4& 1 z h co O =o 3/4" MIN. SSERLY 'C2 0 0 _ SEE FASTENER SCHEOU 1 -1/2" MAX.. E FASTENER'SCHEDU 1 -1/2" MAX. PTIONAL LOCATION ( • $ 0 v, S 1" x 1" x 1/8" 4 SSEFIBLY T 1" x 1" x 1/8" R�EFE OR " �+� " `0 j ALUM. ANGLE W/ PTIONAL I I I SCHEDULE FOR MAX.' �:gFf13'� O a ® 3/16"0 POP ACCESS HOLE 3/16 0 POP $PACING o RIVETS @ 6" O.C. / —EXISTING X ISTI NG d . STRUCTURE STRUCTURE Y Y "Y — _ —' j OPTIONAL JOINT BETWEEN JOINT BETWEEN �Ce 03Z • 0 I a ~ GRILL 5/8 "0 HOLE FROM SEE SECTION B ON SHEET 3 SEE SECTION L ON SHEET 4 Acm =ctNo -fl o = BOTTOM OF EXTRUSION (D REMOVABLE AND FOR COMPLETE INFORMATION REMOVABLE AND FOR COMPLETE INFORMATION E� 4s .° BEFORE ASSEMBLY FOR FIXED SILL FIXED SILL � E TRUSS HEAD BOLT (TYP.) REFER FOR RE CONNECTION TYPE 0 9114/2005 SCHEDULE FOR MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. MIL - .,riy3 ITOa' ASNOTEO drown MCP E SPACING SPACING _ o AN PL VIEW SEQION S ?"VIEW SECTION T AFL �' VIK chas�cd yit C drawing no REMOVABLE FLOOR TRACK DETAIL OPTIONAL REMOVABLE FLOOR TRACK DETAIL 06-341 & SCALE: 3 "= 1'- 0" SCALE : 3 "= 1'- 0" sheet 2 of 7 1I LUIV r LflHKULK JYAIVA EXISTING CONCRETE, MASONRY XISTING CONCRETE, MASONRY SE TWO 2" x S" AL. ANGLES U OR WOOD STRUCTURE. SEE O EXISTING CONCRETE, MASONRY (SEE.SCHEDULE l TYPE CI OR WOOD STRUCTURE. SEE oa c Z R WOOD STRUCTURE. SEE ¢^ ANCHOR SCHEDULE, TYP. Mh - is ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE, TYP. OR WOOD STRUCTURE. SEE C2 CONNECTION TYPE ANCHOR SCHEDULE, TYP. REFERENCE ANCHOR C2 CONNECTION TYPE �"' 3 j «, EO. EO. EMB Cl CONNECTION TYPE SCHEDULE FOR MAX. 2" x 2" x .050" ALUM. TUBE REFERENCE ANCHOR LLQ ° O REFERENCE ANCHOR SPACING BUT DO NOT TYP. TOP & BOTTOM 0 U SCHEDULE FOR MAX. S/8" MAX. SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING MB "' � DOE - v SPACING e t SPACING 1/4 -20 MACHINE BOLT W/ V 6 w ROLLER ASSEMBLY ii�? m 3t ., - — 43 �� • R b 1/2" TYP. EVERY OTHER P � C4 CONNECTION TYPE ;� 1/ 1(P. UT ((�o� 12" O.C. (TYP., TOP 1/2" � '.M a E w w REFERENCE ANCHOR BOTTOM) W Rf - '<,Q o 0 3. SCHEDULE FOR MAX. k3 L r w 2 1/4" MAX. -� SPACING 1/4" w o - 1/4" MAX. O o o= 1 1/4' MAX. wht z MAX. EDGE �� ` U z z � � K r ► z <_ Z r DIST. z <<- z <_ �`� a Nm SEE TABLE 2 am a w� a 0 >° o m 8 v1 LASS w w SEE TABLE 2 N SEE TABLE 2 m <°a o V? N N SEE TABLE 2 w �~ 3/16 "� POP RIVET 8 N3 W �~ w �~ O O)CB: 4n t- J J OR #12 TEK SCREW = z�J Q -� F � A4 ® w GIpSS <� @ 6" O.C. (TYP.) N < GG q > `;j G ASS <] y U OR DOOR (L<0 0 DSOOR 3 - 3/4" MA = 0 0 DOOR = z < 0 & �'J X to w {n 3 - 3/16" yr dui ° o E X Fu ASSEMBLY X= A� . ANG1�E = MAX. <= M� o < w tA 1" x 1" x 1/8" (T P )I ON < wW Q 111 U Z E w ALUM. ANGLE 4 1 W/ 3/16 "0 POP 3/16" POP RIVET (r t,� RIVETS @ 6" D.C. 6" O.C. (TYP.) 1/4" MAX. w L0 1/4" MAX. �° V) W �• W 1/2" w0 MAX. 0 t i 1/4" f— �� o ° o O PTIONAL FASTENER o • •• 1 TOP & BOTTOM � MAX M �,� 4g, r LOCATION IN LIEU OF ANGLE 1/2" 3 = - <cq • • •• ; •� •EMB. 3 SUPPORT - STAGGER 4 �rr,M • CS CONNECTION TYPE ! ANCHOR 1/4" OFF CENTER Cl CONNECTION TYPE C2 CONNECTION TYPE °` O$' M° • • • • •� •,.. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR • REFERENCE ANCHOR CS CONNECTION TYPE MAX. . MB ' a ° q ° �a "" • SCHEDULE FOR MAX. SCHEDULE FOR MAX. • 1/2 REFERENCE ANCHOR, SPACING REFERENCE ANCHOR ••��,$ SCHEDULE FOR MAX. Z • • • • SPACING SCHEDULE FOR MAX. ma SPACING BUT 00 NOT Q z' u .. •• • �� SPACING SPACING 11 CONT. - FOR LARGER SPANS EXCEED 8 -1/2" SPACING •i•••V �•'��• • S/8" E TWO 2" x S" AL. ANGLES S/8" MAX. CC 1%0 PE •��� (SEE SCHEDULE 1 TYPE C) ••••� ••. ./8" MAX. ci o E l •� �: �' L MOUNT SECTION CEIUNGANSIDE MOUNT SECTION BUILD -OUT MOUNT SECTION BUILD -OUT MOUNT SECTION V i • g •i \:)'AlL�4 3" = 1' -0" SCALE: 3" = 1'-0" SCALE: 3" = 1' -0" 1 3" 1 SCALE: 3" = 1' -0" ¢ °z. 0 • o •••••• .•••!► ;•��.e EXISTING C E, MASONRY g It • • •�• • OR STRUCTURE. SEE ' EXISTING CONCRETE, MASONRY -1/2 -1/2' 4" X 1/8" 6063 -T6 ALUM. e • OR SCHEDULE, TYP. OR WOOD STRUCTURE. SEE CONTINUOUS PLATE W/ p i r. goo • •..• C3 CONNECTION TYPE ANCHOR SCHEDULE, TYP. EXISTING I _ THREE 1/4 "d+ W000 LAG <' SCREWS WITH 2 -3/4" REFERENCE ANCHOR TRUSS OR RAFTER �E MINIMUM THREADED SCHEDULE FOR MAX. �• @ 24" MAX. O.C. _ C1 CONNECTION TYPE o M SPACING BUT DO NOT REFERENCE ANCHOR EXISTING W0 0D OR `rte PENETR. "T" IN WOOD EACH RAFTER OF TRUSS, EXCEED 6." SPACING 1/4 -20 MACHINE BOLT W/ SCHEDULE• FOR MAX. STUCCO FINISH ww VJ ���� cr 24" O.C. MAX. WHERE NUT 12 O.C. (TYP., TOP SPACING MATERIAL � � 1 = 11 CONT. 11 CONT. �° �W PLATE EXTENDS FLl�oafe . loges & BOTTOM) - a 1/2" �� 2 TYP. TOP &BOTTOM BEYOND LAST TRUSS, EXTEND PLATE TO NEXT w m • -1/2• S/8" ROLLER. 12 t .: 1/2 0 1/2" TYP. EVERY OTHER PTNa+n .1/2" MAX. TRUSS TWO 1%4-20 1/2" w o #14 SMS @ 24 1/4" T .� 11 CONT. MACHINE BOLTS Q 1/4" MAX. I " MAX. ' W/ NUT OR #14 O.C. MAX. N VA •20Q6 _ TEK SCREW (01 12" O.C. 1/4" MAX.. BETWEEN TRUSSES z t (TYP., TOP & BOTTOM) ZW z <_ 8 Aw SEE TABLE 2 d o SEE TABLE 2 a ww I W N M x Lg GLq� � 9 R DOOR 8 U 3 OR DOOR O w C� l z v1 - 9- 3/16" MAX. xz 0 w f -� _Jw A •°:4)Z: B ZZ: = O _j ~ SEE TABLE 2 <jtr ! ` ^,a.- `• «.o.� v ALT. ANGLE LEG DIRECTION. a <o a `� ° REVERSED ANGLE LEG MAY Q W 2 -7/8' IA X7C �' � ° � O BE FROM ONE ANGLE OR FROM < s ue, �rGr` ' q BOTH ANGLES (TYP.). < Cl CONNECTION TYPE < wN ° a F REFERENCE ANCHOR w d v SCHEDULE FOR MAX. 1/4" MAX. 1/4" MAX. D SPACING BUT DO NOT Y EXCEED 6" SPA NG 1/2" O 1/4" MAX. 16 a' t7 11 CONT. o - M 1/2" w ���s ° 1/ o EMBED. C4 CONNECIION TYPE -F u �& N REFERENCE ANCHOR ;`P' F ' °- it CONT. 11 CONT. Cl CONNECTION TYPE SCHEDULE FOR MAX. �-�g Q ;? REFERENCE ANCHOR SPACING Accap.: Ka06- o3't$•OI b EMBED. MB. SCHEDULE FOR MAX. I ° SPACING �"'L =r�'8 0411412005 ° 5/8" MAX. 5/8" MAX. EXISTING CONCRETE, MASONRY y� AS NOTED M OR WOOD STRUCTURE. SEE CA a. 0, � 77ss � t s �¢ �t�y ate, M ° BOTTOM MOUNT DETAIL ANCHOR SCHEDULE, T"P. vIF S MAY BE USED AT TOP. WOOD SOFFIT/ (1 BUILD -OUT MOUNT SECTION BUILD -OUT MOUNT SECTION FLOOR MOUNT SECTION 06-341 0- SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" SCALE: 3" = T -0" Sheet 3 of 7 LLq 2 "x3 "x114" 8 RDOO R \ 6063 -T6 ALUM. ANGLE SEE TABLE 2 a Mn a w� wa op EMB:: ` DETAILS V1 & tQ , ?O V TWO 3K -IN Q POWERS 3 -3/4" O.C. THREE -1/4 "m THRU BOLTS . DRILL 7/16 "0 HOLE • � CALK-IN W/ 1-1/4 MIN. EMBED. n •}.., 1" MIN. DRILL 5/16 "0 HOLE g QJ vo R a W 3 KSI /2 " M \ ALUM. BEAM (SEE BEAM 1.13 3.75" Z WITH 4 -1/2" MIN. SCHEDULE BELOW FOR �(Q 03 EDGE DIST. OR FOUR i h Tw BEAM DESCRIPTION & d 1/4 "$ ELCO 1-3 /4 FLE a Tf MAX. HORIZONTAL SPANS) °o °o $ N O c U (al 3" O.C. WJ 1 -314" MBEDMEN7 & 2 -1/2" 1/4 -20 S.S. MACHINE SCREW E + *J E w EDGE DIST. IN EACH & NUT (x.12" O.C. USE THRU a • «ac °c ANGLE BOLT OR ACCESS ��, O•,LE AS " �i 'm ►- - 1.50 1.12" 1.88" 1.88" 1.12" 1/4" MAX. 0 vioai w ? SHOWN IN DETAILV I C x 1 1/4" MAX. 3. 6.00•• 4 QoH o m 1J2" • H fn _ Z w 10 ; H Q yo ? _wa 3 X+ c w ALT. LEG ca <ow� w <= �-+ ` c U DIRECTION Qww ANGLE DET USING CALK-IN ANCHOR z" J w m =rho V1 EMBED. 1/4 -20 S.S. MACHINE SCREW & NUT m� c °F" E i S CALE = 3" 1'- a" BAl2" K O 1 FOR FASTENI ACCESS HOLE Vo } cv LLq� SEE TABLE 2 �' Da_ `� _ ul DOOR N QF �QQ STUCCO CO FINISH 24" O.C. O MAX. W/ 1 3/4R ENTR. F••Z� DRILL 5/16 "O 8 X w���w HOLE 5/8" MAX. IN CENTER OF STUDS W N o' ALUM. BEAM & ,nom 0 1.ao" 3.00 3.00" 3.00~ 1.00" 1" x 3" x 1/8" OR C) SHUTTER SCHEDULE 6063 -T6 ALUM. TUBE 1" x 4" x 1/8" _ c� • . • o b .� • • . a DESIGN LOAD 72 PS � • SHUTTER BEAM ° x o ( MAX � s � ^" • ,� • • •IPTION SPAN SPAN (MA7C. DESIGN LOAD s 72 PSPj �••••� ••••. TOP SUPPORT BEAM DETAIL o� • 5' - 4' - WALL MOUNT SECTION ~.USING ALUM. TUBE Z z z tl�° • • • • • i 2+' H SCALE: 3 ". ¢ 1' -0" 1.50~ SCALE: 3" = 1' -0" C� • e a� g 2.50~ 3.00" 3.00" 2.50" yr � k+ e .. • '1'w =125" 8' -0" 8' -1 3.00~ [] "' �• p c , o u` e e.e•f .�`2S" 11.00" EXISTING CONCRETE, MASONRY •tl' I- e•ee • eeeeee 1.0 7 , _ 6 " •••• NOTE 1. USE BEA SCHE ULE FOR OR WOOD STRUCTURE. SEE e :•• •eje ANCHOR SCHEDULE, TYP. T Z• • eeie' •� • e.2lex►8" 5' -0" 14•_0• DETAILS I>ANDB. Q. Q. V ° • • • • • 2. SHUTTER SPAN TO BE LIMITED • V ? " Tytea.002" 8' -fl" 11' -6" �e•• , • Tfist.?aZ4., TO THOSE SHOWN IN TABLE, SHEET S. ANGLE DETAI U SING CRETE - FLEX ANCHOR 5!8" MAX. Q 10' 0" 14` 4" ° e ee -- ° •• eep • • 3. BEAM SPAN SHALL BE CONSIDERED g C4 CONNECTION TYPE' Q . e M eeee • AS THE THE DISTANCE FROM CLOF SUPPORT SCALE : 3 "a 1• 0" w REFERENCE ANCHOR C7 a • • • 5' -0" 15' -5" ma p e ••e• Z~ x � TO �OF SUPPORT. SCHEDULE FOR MAX, r •ee• • •eee ' Tw =.07 8' -0" 12' -5" SPACING 1- 1/4" Tf =,224" 1 MAX. _ 0 10' -0" 11' -2" V J. KnexeviCh GG``q GISgEE TABLE 2 P,otes,�ac:alb:gnea 1 q OR OSOOR SEE TABLE 2 q 041 R DOOR pR DSOOR thh aucJN*-_ MI m n. YDt• - � Q tr _ 3/16 - 0 POP RIVET 8 :) • � o to dowt SEE TABLE 2 w OR #12 TEK SCREW = Z� 6 O.C. (TYP.) Q w a7v ao 0. e•p . 8 �� 7^ z " sseMBL Y a �X OO 6 8 Z aC � 33 RRtte�// TT Q Q Qt 17R O EK SCR W X wyflQat E 3/16" POP RIVET p _ to M @ d wN 0_ I C4 CONNECTION TYPE L o M w TWO 3/8"0 POWERS m E 1 -114 6" O.C. (TYP.i !4" E REFERENCE ANCHOR MAX. z O o CALK AN @13-3/4 O.C. SCHEDULE FOR MAX. z AS EMBL 4 3/16 "0 POP RIVET W/ 1 -1/4 MIN. EMBED. _ SPACING F a IN 3 KSI CONC. a & OR OR #12 TEK SCREW ` -C 6" O.C. @ 1 1/4" 1/2' �g o WITH 4 -1/2" MIN. MAX. EDGE DIST. OR FOUR .s AL BEAM (SEE BEAM Q.. Q. IA a 1/4 "0 ELCO CRETE -FLE 1/2" OPTIONAL LOCATION o MOMENT O.C. W/ 1 -3/4" SCHEDULE ABOVE FOR ____ _ CS CONNECTION TYPE 2 O o EMBEDMENT & 2 -1/2" DETAILS I Tf MAX HORIZO I 3 REFERENCE ANCHOR DGE DIS 4 d EDGE DIST. IN EACH V &� SCHEDULE FOR MAX. II ! v ANGLE 1/4 -20 S.S. MACHINE SCREW & _ SPACING D NUT (ol 12" O.C. PROVIDE 1 "� ` Iv FOR WOOD PLATE USE 1/4 -0 (;� CEIUNGIINSIDE MOUNT SECTION y Tw 1" MIN. ACCESS HOLE IN BOTTOM OF. r EMBED. S.S. LAG SCREW W/ 1 -3l4" SCALE= 3" = 1' -0" a o V HOLES BEAM OR USE THR}�BOLT AS PENETRATION INTO WOOD h SHOWN IN DETAILV PLATE @ 12" O.C. P P = 2" 3' �c 114" TWO 1/4 "0 S.S. LAG SCREW � MDUCTpff MID 0 v a 646 -T6 ALUM. ANGLE PLYWOOD AND 24" O.C. MAX. W/ 1 -3/4". a Pic &—I pAft ;m wmylymg ,ith tb -- c THREE -1/4"O THRU BOLTS STUCCO FINISH PENETRATION IN CENTER OF I� �Ced* � &C #� ` 09114/2045 o EXISTIN /8" I I 5/8" MAX. . ~_ o8�2•01 Aeeq.1a��i.^.�.I'�tr.Q�o- C1 1�•0I ,r, F41— b G 5 �- # ALT. LEG DIRECTION 3. ima ol�_ ,po$ AS NOTED MCB = STRUCTURE MAX. 2" x 6" P . T . PT; °„�� c9 o,, E W000 PLATE f fie fa W __ 1h ", (MAX. DESIGN LOAD * 72 PSG (MAX DESIGN LOAD r 72 PSF) AK VO riisb:,� u:w a'it ?aio *:.'e .t,'8A 2" „zh �w draw§g ro. BOTTOM SUPPORT BEAM DETAIL WALL MOUNT S1 =CTION -USING 2 x 6 P.T. WOOD PLATE 06 -341 c . w Dss au a SCALE: 3" = 1' -0° @ SCALE- 3" = V -0" sheet 4 of 7 f A MAXIMUM ALLOWABLE SPAN SCHEDULE A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) m� FASTENER @ 24" O.C. B' (USE ANY ANCHOR IN L TYPE A TYPE B TYPE C TYPED B + M^ ¢ ANCHOR SCHEDULE) E', NEG. DETAIL F DETAIL C L MINIMUM MINIMUM �* 2 0 ALL •� OR DETAIL E SEPARATION SEPARATION DOUBLE ?+O U � MOUNTING 1 DESIGN POSITIVE FROM GLASS FROM GLASS 4 LOAD © W/ ANGLE DETAIL E Z ACTUAL FOR FOR 4-J w CONDITIONS R (PSF) INGLE ANGL REQUIRED 9- 3/16" DESIGN SPAN INSTALLATIONS INSTALLATIONS v ;te R EXCEPT REGlUIRED 3 -3/4" MAX. B.O. LOAD (W) LESS THAN OR GREATER THAN `n �M= E (FT - IN) r,L> o C� EO FQ 3_3/4" EQUAL TO 30' 30' ABOVE #10 x 1/2" GALVANIZED SMS MAX. B.O. MAX. B.0 (FT - IN) . (PSF) ABOVE GRADE GRADE' q c a OR 3/16 "0 ALUM. POP RIVET (FT - IN) (FT - IN) (FT - IN) (INCHES) (INCHES) Q ov m o @ 18" O.C. '� E w 1" x 1" x.055"; V x 2" x .055" 30.0 13 - 1 12 - 4 13 - 1 12 - 7 5 - 0. 2 -7/8 1 -1/2 • x r ' 2" x 3" x .055" ; 2" x 4" x .0�5" 38.0 13 - 1 11 - 0 13 - 1 11 - 2 �` NLL. �'_ 8 7 OR 2" x 5" x..125" AL. ANGLE 7 - 0 2-7/8 1 -5/8 O 40.0 12 - 11 10 - 8 M2- 30.0 10 - 11 ++ >a•' o m 8- 0 2 -7/8 1 -5/8 �+ d O^ o ^"4W N a 48.0 12 -4 9 -9 IO -0 11 -0 3 2_1/g aH3 Lu 52.0 12 - 1 9- 4 9- 7 v "gin �Z 13 - 1 3 -3/4 2 -3/4. 4 ay t V ALT. CLOSURE DETAIL 56.0 11 - 11 9 - 0 9 - 3 z°= ` SCALE: 3" = 1' -0" 61.5 - 7 8- 7 8- 10 5- 0 -2 -7/8 1 -1/2 0 v o "MIN 63.3 11 - 6 8 - 6 8 - 8 7 - 0 2 - 7/8 1 -S/8 M'- FASTENER P 24" O.C. 66.8 10 - 11 8 - 3 8 - 5 40.0 8 - 0 2 -7/8 1 -5/8 = (USE ANY ANCHOR IN 11 - 0 3 2 -1/4 12 _ 11 3 - 3 W ANCHOR SCHEDULE) 67.5 10 - 9 8- 3 8- 3 8 5 3 4 71.2 10 -3 8 -0 8 -0 8 -2 w 75.0 9 -8 7 -8 7 -8 8 -0 0 1 -1/2 m..o c a •• 61.4 8- 11 7- 0 7- 0 7- 4 7- 2 -7/8 1 -5/8 _ • • • ee #10 x 1/2" GALVANIZED SMS Z �$ 86.8 8- 5 6- 7 b- 7 6- 10 50.0 8- O 2 -7/8 1 -3/4 0) M � • � • '• - e • � OR 3/16' �b ALUM. POP RIVET • +•••e�• •.••• • (07 18" O.C. 91.4 8- 0 6- 3 6- 3 6- 6 11 3 2 - 1/2 p 0 go • • • • • e • 1" x 1" x .055" - 1" x 2 "• x .055" • 100.0 7 - 3 5 - 9 5 - 9 6 - 0 12 - 2 3 -3/4 3 z z • o .. v 0 •• •eee•• 2" X 3" X .055 • • 2" X 4" X .0 5 '• 1v ' OR 2" x 5" x .125" AL. ANGLE 100 6 - 7 5 - 2 5 - 2 5 1. - 5 5-0 • a e•e• •• •• 7 2 - 7/8 1 - 1/2. ee••p . • • 8 120.0 6 - .1 4 - 9 4 - 9 S -'0 cc '•••• •.•••• 7 - 0 2 -7/8 1 -5/8 ••••• ee• 130.0 5- 7 4- 5 4- 5 4- 7 60.0 8 - 0 2 - 7/8 1 - 3/4 e••i•' • •e� • • 0 •••• (:.`1 CLOSURE DETAIL 140.0 5 - 2 4 - 1 4 - 1 4 - 3• U t cl • •• • • • � J S 11-0 3 e •sri •••••' .0 1 -3/4 • 0 •• ••i••e •150.0 4 - 10 3 - 10 3 - 10 4 - AL Q V x 2" x 1 0 81 e •••� e . �• UM. AN 160.0 4- 6 3- 7 3= 7 3- 9 11 ' 8 3 - 7/8 3 •� .rry •••• • • 170.0 4 - 3 3 - 4 3 - 4 3•- 6 2-7/8 1 -1/2 0 3 #R10 TEK SCREWOR 3 -3/16 �6 ALU 7- 0 2 -7/8 1 -5/8 •!•' POP RIVETS (TY NOTE5: 70.0 8 - 0 2 -7/8 1 -7/8 2" x 2" x 1!8" 10 TEK SCREW OR 3/16"0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON ALUM. TUBE ' TYP j POP RIVET @ 24" O.C. MOUNTING CONDITION IN FIELD. 9 - 6 3 2 -1l4 y J. I�nezevich cl 6063 -T6 ALLO 10 - 4 3 2 -5/8 1/4 "0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE 5 -7 0 2_7/8 1 -1l2 a u � ACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. 7 - 0 2 -7/8 i =3/4 F 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE 80.0 8-.0 2 -7/8 1 -7/8 IA NO MAX. SHUTTER SPAN. 11-0 3 -1/8 3 -1/8 j EITHER CONDITION MAY BE TYPICAL 12 - 1 4 4 l� R' C200fi FOR EITHER SIDE 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 5-0 2-7 1 -1/2 1 1 � MIN. SHUTTER SEPARATION FROM GLASS. M 0 CORNER CLOSURE DETAIL 7 - 0 2 -7/8 1 -3/4 N i :. o 0 SC ALE: 3 " =r =a" Z 90.0 8- 0 2 -7/8 2 c � i; Q a 11-0 3 -3/8 3 -3/8 r O - MIN. SHUTTER SEPARATION a tnuj s a -i - 11 - 3 -7/8 b e r FROM GLASS (SEE SCHEDULE to 6 4 0 2" x 2" x .125" 3m SHEET 5) tr Q t , } a, ALUM. ANGLE CONT. p 5 - 0 2 -7/8 1 -1/2 ., O m w F - a ti0 4c 0.062" THICK j' RECESSED - aw 7- 0 2 -7/8 1 -3/4 O SILL ►- C3 Q o 3105 -1-132 OR 6063 -T6 ALUM. z Xct 100.0 8- 0 2 -7/8 2 4 % 10 0 ALLOY (1/8" BELOW N Qw 9- 0 3 2 -3/4 be 1/4 -20 TRUSS HEAD CONCRETE) • X Em a 3 , -= j BOLTS & NUTS W/ < wt 10 - 3 3 3 o V 9)0 9a LOCK WASHERS (a7 E w j 24" O.C. 1/4" MAX. ° " ~ n a XISTING STRUCTURE as -OylkV IA Fk a &d "�'4lv w Ike a date E EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE �s uxS:a �i:�1v. � e } 09/14/2005 ° °.: ONCRETE FASTENER (70 8" O.C. $ Z2. o 4i:'°.� 3.'' -4Gd+L P-00 Z •O wade &"by ANY SCHEDULED FASTENER IS Wiz? : ^.. :�. nj3 s� g� � � - o a ° s3$f1 o AS NOTED MCR E g HALF 0 8 ACCEPTABLE " USE MALE OR FEMALE AS ° ', VIK VIK REQUIRED „2• '.+ '.."r:. t•�:dYa :YaT.`il l "'T �k, <: �f 110. CORNER CLOSURE DETAIL ALTERNATE FLOOR MOUNT DETAIL tick �` 06- 341 CL @ ALT. SCALE: 3" = T -0" SCALE: 3" = V -0" sheet S of 7 i _ T ANCHOR SCHEDULE z FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LL -0 ° LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE �, ° v E v \ tJ M (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPA TO SPAN P TO SPANS UP Tp SPANS UP TO N � - o r P.S.F. S' -8" 8' -0" 9' -0" 13 _1 5' -8" 8' -0" 9' -0" 13 _1 mo a a ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (S 1) (S 1 SEE NOTE 1 SEE NOTE 1 ) t7 x (SEE CONNECTION TYPE CONNECTION TYPE CO.NNECT16N TYPE CONNECTION TYP CONNECTION TYPE CONNECTION TYPE CdNNECT101V TYPE CONNECTION TYP Q o O x X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) - + U u1 m o w 1} C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1.C2 C3 C4 CSI C C2 C3 C4 C5 Cl CZ C3 C4 C5 C1 j C2 I C3 C4 CS x3^LL F^ x 45.0 12 12 12 12 1 7 112112 12 1 8 5 12 1121121 7 4 10 5 5 5 3 12 12 12 12 1 . 9 12 12 12 10 6 12 1 l2 1 12 1 9 1 5 11 6 1 b 6 3 0 ��o; •o? om 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 12 12 12 11 7 12 12 12 8 5 12 1fl t2 7 4 9 3 3 S 3 I�-t «CT.Q' -1 11 1 73.4 12 12 12 7 4 t0 5 S 5 3 9 4 3 4 8 3 4 12 12 12 9 S 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 0: O ®z 4/4 lTW TAPCON W/ ah L U 1 -1/4" MIN. EMBEDMENT 1 105.0 1 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 5 3 H (MIN. 3,100 ?51 CONCRETE) 170.0 8 3 4 8 3 4 8 3 4' 8 3 4 9 3 3 S 3 9 3 3 5 3 9 3 3 5 3 9 3 3' 5 3 v a t- 1 . " E 45.0 12 12 12 12 9 12112112 U 12 9 b 12 12 12 8 6 12 9 9 5 4 12 :12 12 12 1.2 12 12 12 12 10 12 12 12 12. 9 12 11 1.1 9 6 x M * 57.0 12 12 12 10 7 121121121 7 5 121121121 6 1 4 12 5 1 4 4 3 12 12 12 12 12 8 12 12 1 12 1 10 1 7 12 6 6 7 1 5 :r cc 1/4 "0 POWERS CALK -IN 73.0 12 12 12 8 S 12 9 9 .5 4 12 6 6 S 3 12 5 4 4 3 12 12 1 2 2 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 IJ I • W/ 7/8" EMBEDMENT • & 1/4 - 20 STAINLESS 105.0 12 9 1 8 1 5 1 4 12 5 1 414 1 3 12 5 1 4 1 4 3 12 5 1 41.41 3 12 11 11 9 6' 12 6 b 7 5 12 6 6 7 5 12 6 b 7 5 CD STEEL MACHINE SCREW n • • + • ( mic 3,000 P..L CONCRETE) 170.0 12 5 4 4 3 12 5 14141 3 12 5 4 4• 3 12 S 4 4. 3 12 6 6 7 5 12 6. b 7 5 12 6 b 7 5 12 6 6 7 5 = e • ¢ • •' i : 45.0 12 12 12 10 6 121121121 7 4 12 6 4 *8 4 4 4 121121121121 7 12 12 12 9 5 121121121 8 4 9 5 5 5 3 (j� a �`M° 0 ^� ••• •i•�• t•f • M • • 57.0 12 12 12 $ 5 10 3 9 7 8 • 5 3 6 3 12 12 1211 6 12 •12. 12 7 4 10 8 9 6 3 7 4M�-a ••••Q .... • • . z . • •••• +• 1 /4 " POWERS 73.0 11 11 11 6 3 $ 1 4 7 3 3 4 b 3 12 12• 12 7' 4 9 5 5 S 3 8 3 3 4 7 4 (� z,� � • • ZAMAC _ ' w • •• +••• •• NAtt -tN W/ 1 -1 /8" 105.0 8 4 4 4 6 3 6 3 6 3 9 5 4 5 3 ? 4 7 4 7 4 •ii• +•••• •••••• MIN. EMBEDMENT' cc •• • +••• OWL 3.0001"'.1.cONCRETEt 270.0 6 3 6 3 6 3 6 3 7 4 7 4 ? 4 7 4 O _ • •• • • •��� • • • �•••• V 45.0 12 112112112111 12112112112 2 7 12 112112 ll 6 12 8 7 7 4 12 12 1'12-112 12 12 12 1 17- 1 12 1 8 12 1121121121 7 12 8 $ 8 S V i••� • 0••000 * 57.0 12 12 12 12 8 12 12 12 6 : 12 12 12 8 5 11 4 • 4 6 3 12 12 1121121 9 1121121121 11 5 12 12 12 10 6 12 ' 4 4 7 4 ° • 0 • c6 • � • • • • • • • 1l4 "i ELCO MALE/ 'Q a ID ••••�j • • •• FEMALE "PANELMATE" W/ 73.0 12 12 12 10 6 12 8 8 7 4 12 S 5 6 4 11" 4 4 6 - 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 41 '1 4 • + • • • • • • 1 -1/4 MIN. EMBEDMENT C] ,? ° t 0000 • • & 1/4 -20 MACHINE 105.4 12 7 7 'T 4 11 4 4 E. 3 11 4 4 5 3 .11 4 4 5 3 12 8 7 8 5 12 4 4 7 4 12 '4 4 7 4 12 4 1 4? 4 C) G • i • • • • SCREW WITH NUT °t o •••• 0W 3.300 P.S.1. COHC�T0 17.0.0 11 4 4 6 - 3 11 4 4 6 3 11 4 4 6 3 11 • 4 4 6 3 12 4 4 7 . 4 12 4 4 7 4 1214 4 7 4 12 4 4 7 4 r 4700 12 12 12 11 12 12 12112 7 12 12 12 11 7 12 8 8 7 4 121121121121121121121121121 9 1121121121121 8 121161101 9 6 0 12 12 12 8 1121121111 9 6 12 1121121 8 5 12 4 4 b 1 .3 1 12 12 12 12 11 112112 12 12 7 112112 12 10 7 12 6 S T 4 V J• KTIPZ4Y)Cti " ELCO TEX N 12112-1101 b 12 8 8 - 7 4 12 6 5 6 4 12 4 4 b 3 12 12 12 12 8 12 11 10 9 6 12 7 7. 8 S 12 6' 5 7 4 R X 19981 H X FLANGE TAPCON! M X HEAD TAPCON $ 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 S 7 4 12 6 5 ? 4 12 6 5 T 4 1 ! 1 -3/4" o (tI�N RETE) CONC4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 .4 4 6 3 12 6 .5 ? 4 12 6 S 7 4 12 6 5 7 4 12 6 5 7 4 45.0 112112 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 1 9 12 1121121121 8 1 9 1 6 1t 1 1 n C 57.0 12 12 12 12 8 1121-12112 4 12 9 6 12 12 12 8 5 12 4 6 3 12 12 12 12 111112112112 12 7 12 1121121101 7 12 6 S T 4 U 2 V•U � V 1/4 "0 ELCO CRETE FLEX v W/ 1-3//MENTN. 73.0 12 12 12 10 6 12 8 8 7 4 H:4 6 5 6 4 WZ_14* 4 6 3 12 12 12 12 8 12 ti 10• 9 6 12 7 7 8 5 12 6 5 7 4 0 0 *1 l 105.0 12 8 8 7 4 12 4 4 6 3 4 6 3 4 6' 3 12 10 '10 9 6 12 6 5 7 4 12 '6 S 7 4 12 6 7 4 PSi 170.0 12 4 4 6 3 12 4 4 6 3 4 4 6 4 6 3 12 6 5 7 4 12 6 S '7 4 12 .b 5 7 4 12 6 5 7 4 co h O ` - u► �� z 2 I t RS CHEDULE vie ` ` ° c O H FASTENER MAXMUM SPAONG (INCHES) REWKD FOR VARIOUS DESIGN LOADS AND SPANS ek O ZZ.o j w NO % LOAD MIN. 3W EDGE DISTANCE ' '1? Q j (W3 SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO - d 1 P.S.F. 5. .. 8 ._ 0 .. 9 ._ 0 .. 13._1.. i`tiiic` a� 0 "E ANCHOR TYPE MAX. (SEE NOTE 1). (SEE-NOTE 1) (SEE NOSE 1) (SEE NOTE 1) H (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE °' V j X NOTE tsEE NOTE 3) (SEE Nt7TE 3) (SEE NOTE 3) (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES MDt R, IRI a = CL ui 1) Ct C2 C3 C4 C5 Cl C2 C3 C4 CS 1 CIjC2jC3jC4jC5 Ct C2 C3 C4 CS 1 a + �;� ,t C3 a� c ° 1 45.0 12 12 12 9 7 12 12 12 6 S 12 12 12 5 4 12 9 9 3 3a `' 09114/2005 o Q 57.0 12 12 12 7 S 22 12 12 5 3 12 12 12 4 3 12 S 4 3 i tt �i� g u+ta dn." by o p 1/4 - 0 WOOD LAG W/ AS NOTED MCR E O 1 - 3/4" MIN. THREAD 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 12 S 4 3 9^M L ,� yy o PENETRATION SHEAR 105.0 12 9 8 3 3 22 S 4 3 12 5 4 3 12 5 4 3� 6 3 Q � - \J YSK vIK c PARALLEL OR PERP. '3u� a °Y ` dra TO WOOD GRAIN 170.0 12 S 4 3 12 5 4 3 1 12 S 4 3 12 5 4 3 " ,r 06 -341 0 sheet 6 Of 7 U_ ANCHOR SCHEDULE Z FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LL: o LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE ., �o £ u u \ a (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 _ o . P.S.F.. 5` -g.. 8 ._ 0 ., 9 , -0 .. 13 ._ 1 .. 5 ._ 8 ., 8 ._ 0 .. 4 ,_ 0 ., 13._1.. 1/1 � I- ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) {SEE NOTE 1) . (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) LLNU H _ H (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYP tONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 0 0 o = NOTE (SEE NOTE 3} (SEE NOTE 3) {SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) {SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) [--1 v E V 1) C1 C2 C3 C4 CS C1 C2 C3 'C4 CS C1. C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 'C1 C2 C3 .C4 CS Cl C2 C3 C4 C5 '�-� HLL F! 45.0 12 12 12 7 1 4 1 9 1 9 1 9 1 S 1 3 1 8 1 8 1 8 4 S 3 3 3 12 12 S 10 10 10 6 3 9 9 9 5 3 6 3 3 3. 0 57.0 10 10 10 5 3 7 1 7 1 7 1 4 rA b 1 S 5 3 4 11 11 11 6 4 8 8 8 4 7 S 6 4 S 3 0 ;�`" � v �v t7 Zn 73.0 7 7 7 4 S 3 3 3 4 4 $ 8 8 S 3 6 3 3 3 S 3 S 3 0 ^ ® Z 1/4 - 0 ITW TAPCON W/ Qh t V 1 - 1/4" MIN. EMBEDMENT 105.0 S 3 4 4 4 6 3 3 3 S 3 S 3 S 3 H Zo L D 170.0 4. o °o 45.0 12 12 12 •7 S 11 11 11 S 3 10 10 10 4 3 7 3 3 3 12 12 12 12 7 12 12 12 8 S 12 12 12 7 4 8 4 4 S 3 U r M 57.0 12 12 12 b 4 9 9 9 4 8 6 7 3 5 12 12 12 9 S 11 11 11 6 4 10 8 9 S 3 7 4 73.0 10 4 3 7 4 3 3 6 3 5 12 12 12 7 4 9 S 4 S 3 8 3 3 4 7 4 111 1/4 "0 POWERS CALK -IN }- .n W/ 7/8" EMBEDMENT 105.0 7 3 3 3 5 5 8 4 4 S 3 7 4 7 4 7 4 to & 1/4 -20 STAINLESS N •••••• • •• STEEL MACHINE SCREW 170.0 5 5 5 5 7 4 7 4 7 4 7 4 �•••�• •••• • i 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 S 3 6 3 3 3 e M yp^ • `• • •• '� ,� 57.0 9 9 9 6 3 6 6 6 4 6 4 5. 3 4 10 10 10 7 4 7 7 7 5 6 5 6 4 4 3 Z= M`'o r� •••• •• •• •• 1/4 "4 POWERS 73.0 7 7 7 4 S 3 3 4 4 8 8 •8 5 3. 6 3 3 '4 5 3 4 3 h a c •i••� ••••• • • ZAMAC �a ow •• '•••• •••••• NAIL INw /1 - 1/8 " i0S.0 S 3 4 4 4 5 3 3 3 4 3 4 3 4 3�o • • • • Z MIN. EMBEDMENT F+ • •• • • • O 170.0 4 4 4 4 4 3 4 3 4 3 4 3 d I! • • • V v • 00 •••• 45.0 12 12 12 9 5 12 12 1 12 1 6 1 4 11 11 11 5 1 3. 8 1 4 1 4 1 3 12 12 12 10 6 12 12 12 7 4 121121121 6 1 4 8 1 4 1 4 1 4 p1' i•••+T • �••••• O V o • h • o * 57.0 121121121 7 4 10 10 10 S 3 9. 7 8 4 6 3 12 12 12 8 5 10 10 S 3 9 7 8 5 3 6 3 Q 0 ` •:••v ••i••� • •• z 1/4 "0 ELCO MALE/ 73.0 11 11 11 S 3 8 4 • 4 3. 7 3 3 3 6 3 12 12 12 6 4 $ 4 4 4 7 3 3 4 6 3 o" • • • FEMALE "PANELMATE" W! (3 ? ••, ••••• • 1 - 1/4 MIN. EMBEDMENT 105.0 8 4 4 3 6 3 6 3 6 3 8 4 4 4 6. 3 V11 6 V 3 6 3 m • • • • • & 1/4 - 20 MACHINE 1 < o SCREW WITH NUT 170.0 6 3 6 3 6 3 b 3 6 .3 b 3 - 6 3 6 3 1.. 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 1 5 3 _ o ' 57.0 12 12 12 8 141.9 9 1 9 S 1 3 8 1 6 7 S 5 3 12 12 12 10 5 11 11 11 7 1 41101 8 1 9 1 6 1 3 1 7 VrA 4 "J}.KXlezevidi 73.0 10 10 10 6 3 7 1 4 3 4 6 3 5 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 FL Uc�rn I N 190 0"3 :v 1/4" ELCO TEXTRON. HEX- FLANGE TAPCON/ 105.0 7 3 3 4 5 3 S 3 5 3 8 4 4 5 3 7 4 7 4 7 4 M HEX HEAD TAPCON VIA o W/ 1-1/4" £REED 170.0 5 3 S 3 S 3 5 3 7 4 7 4 7 4 7 4 N 45.0 1 1'12 10 S 11 11 11 T 1 4 10 10 10 6 1 3 7 3 3 4 12 12 12 12 7 112112112 9 5 121121121 8 1 4 1 8 4 4 1 5 3 � D S7.0 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 P8 .006 r 1/4 - 0 ELCO CRET£ FLEX 73.0 10 10 10 6 '3 7 4 3 4 6 3 5 3 12 12 12 7 4 8. S 4 5 3 7 3 3 4 1 4 o W/ 1 - 1/4" MIN. EMBEDMENT 1 105.0 7 1 3 3 4 S 3 S 3 5 3 $ 4 4 5 3 7 4 7 4 7 4 e j 170.0 S 3 5 3 S 3 5 3 7 4 7 4 7 4 7 4 ALT a � N tA z v s ANCHOR NOTES: � 0 M r 0 2 0 13 �, 0 07 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. " o O ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER ' . > a SHOWN IN TABLE 1, PAGE S. t 3 • g y, SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" . n ° a 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE j ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR `SOUTHERN PINE" G =0.55 OR GREATER DENSITY, LAG SCREWS SHALL HAVE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER PHILLIPS PAN HEAD OR HEX HEAD. n> Y THAN OR EQUAL TO SHUTTER SPAN. o U 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2•' ENGAGEMENT OF THREADS IN yROD;Cg vism 2 ` J 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER 4 v a N j REFERENCE ANCHOR SCHEDULE FOR PROPtR ANCHOR TYPE BASED ON TYPE OF HEAD (SIDEWALK BOLT), U.O.N. &a cmwa I > zd EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING °c o = n SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Ammpiaacc fk. 0 -O Z .p f 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1�'?b0 ,j3 ao8 °"° 09/14/2005 RECOMMENDATIONS. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE I?G dwwrtM SCREW, NUT OR WASHEREO WINGNUT. 0 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO.v AS NOTED MCR £ 11..FOR BUILD -OUT MOUNT SECTION@D ANCHOR SPACING SHALL NOT EXCEED "�� `� 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING 8 -1/2" O C _ VIK V_ m. VARY. FIELD VERIFY THAT FASTENERS ARE INTb WOOD FRAMING CONDITIONS ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 12. FOR BUILD -OUT MOUNT SECTION E@ANCHOR SPACING SHALL NOT EXCEED °rte c SIDE CLOSURE PIECES. 6" O.C. 06-341 L a sheet 7 o C--drl •w • w • • s • s••s s • • • • • 0*00 -000-0•• • • • • • 00.000 0000 • -000• 0•0• • •• •0000 0000•• • •••••• •• • •••••• 00 • •••-0 0 • • •••• •000.0 • 0000 i t I II I � 1�1�11�1�111I1 �111� 1111111111 i11111�11 ll�� NOTICE OF COMMENCEMENT C=N 20 0BR0523063 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOWR ft 26449 Ps 3321' #, #, P9) .ECOF DED L }6e'., 508 /2 i2:13. AI;:VEY RUVI N Y CLERK OF COURT PERMIT NO. 0 �1 1 TAX FOLIO NO. IAMI -DADS COUNTY? FLORIDA A PAGE STATE OF FLORIDA EWED COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real 0 2008 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 1 address: 0 9�f Al m � z JCL- t 2. Description of improvement: 3. Owner(s) name and address: A t Interest in property: OW& Name and address of fee simple t7itleholder: 4. Contractor's name and address: � L 6 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ S. Lender's name and address: STATE OF FLORIDA, COUNTY OF DADS P ao C�Ogld�, I HEREBY CERTIFY that this is 9 of tho �� 666ER �� . ortqiA p is office o ®P '" 7. Persons within the state of Florida designated by r m is .• Provided by Section 713.13(1)(a)7., Florida Statutes. v! E S my hAnd and ofticiat Seal. Wb Name and Address: ,;, oo irccu t and County Courts ld�/J 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),- Florida Statutes. Name and Address: w 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) a Sig ure of Owkw Print Owner's Name & Cg, lks C- tstC'3G a Prepared by ( Sworn to and subscribed before me this , > day of — 20 Address. r u`� Notary Public: Print Notary's Name; My commission expires: �^ ca Notary RuNc Stft of Florida CAfn Ro* mn +� AAy Commission 70884010 �1p�po 07/10/2011