Loading...
BLDG1405-0103-ApplicationContact Person: Company Name Business Address City of Parkland Building Permit Application www.citvofnackland.orq Phone �1 5a S7X i 7 $E"mail: ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO F.S. 713.135 4rn ' t r'rtn mon //f10 E. /55 City State Zip '\ ,/� \ p 141;21., (�t h PI ?l 7CJ �� iLi S J K35 Q (4 73 Engineer's Name Property Owner's Name 1-4019e/4 4 ---)1,1.,11 /k2 ISP 4i Owner's Street Address /O/.ADZ ice(/ s % , . City State Zip Phone M Phone # Master Permit Number _ 010 Construction Value 3 75 Date Engineer's license if Phone* Architect's Name K Architect's License N (7)? -b ---)tie �� 7q4j X107• Job Site Address / i✓ 3 lock 9 Phone a Work Description: -7710-kai la.170'1 o� G��l��cc� t t• ) Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. I understand that a separate permit may be secured for ELECTRICAL PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, MR CONDITIONERS, ROOFING, SHUTTERS, ETC. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN TOUR 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 Contractor Notification E-mail: Print Name of Qualifier/Builder: License number: Signature of Qualifier: On this 'f'''Siy of M'l4 y , 20 /4 before me, the undersigned N Public oHlle State of Florida, personally appeared %JL.7e i CP t , and whose name is subscribed to and within the instrument, and he/she acknowledges that he/she ted it. NOTARY PUBLIC, STATE OF FLORIDA a a.t ii PRINTED NAME OF NOTARY PUBLIC U Personally known to me iiel roduced identification 0 Oath taken 0 Oath not taken NOTARY PUBLIC SEAL OF OFFICE: Application Approved By: Permit Officer vliiNPFSA ': )iv1M SSIn,1 r. FTC^ .P;,PES May , Property Owner Notification E-mail: Print Name of Proper Owner: Owner's Address: K Signatur " -' t 4_L I � On this 4 `ay of , 20 / 24 before me, the undersigned A personally appeared nd whose name is subscribed to and within the instrument, and he/she acknowledges that he Ku% ` Gale G NOTARY 'UBUC, STATE OF FLORIDA a L 7 PRINTED NAME OF NOTARY PUNUC Cl Personally known to me `•ClProduced identification an ('es 0_`i , D Oath taken 0 Oath not taken ALP,''.i ,iAVI� FXP.PESMay .?`) NOTARY PUBLIC 5EA . yr . OF OFFICE: Date: SLS THIS CARD MUST BE POSTED IN FRONT AT ALL TIMES City of Parkland 6600 University Drive Parkland, FL 33067 (954) 753-5447 BUILDING\ENGINEERING PERMIT PERMIT NUMBER: BLDG1405-0103 ISSUED DATE: 5/30/2014 PERMIT TYPE: SHUTTERS SITE ADDRESS: 10402 NW 64 ST FOLIO NO: 484104040270 TYPE OF IMPROVEMENT: NONE CODE YEAR: Applicant Information Contractor Information Owner Information A & M HURRICANE PROTECTION LLC OAKES,ROBERT L & 1050 E 15 STREET HIALEAH, FL 33010 (305) 885-0678 10402 NW 64 ST PARKLAND, FL 33076 - DESCRIPTION: ACCORDIONS (1) 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. (F.S. 713.135). Notice: In addtion to the requirements of this permit there may be additional restrictions applicable to this property that may be found in Public Records of the County, and there may be additiona permits required from other governmental entities such as water management districts, state agencies or federal agencies. PERMIT EXPIRES 180 DAYS FROM EITHER THE ISSUE DATE OR 90 DAYS FROM THE LAST APPROVED INSPECTION, For Inspections please call (954) 753-5447. Inspections are scheduled for same-day inspections up until 6:00 AM. Building Official or Authorized Signature Date INSPECTIONS STRUCTURAL SEQ INSPECTION TYPE INSPECTOR DATE ID 14 FINAL** PERMIT TREE City of Parkland PERMIT NO SUB -PERMIT SUB -PERMIT SUB -PERMIT BLDG1405-0103 PERMIT TYPE STATUS FEES CHARGED JOBVALUE SHUTTERS APPROVED $242.40 $2,393.00 ACCORDIONS (1) 05/12/2014 $90.00 OAKES,ROBERT L & $152.40 1 $242.40 $90.00 $152.40 $2,393.00 Drintorl• Fririns, 1!1 kilns/ ')l11fl 1 of 1 >-i10111 FOLIO NUMBER: 4841 04 04 0270 MEAN ROOF HEIGHT: 15" DESIGN WIND LOAD: 170 MPH +38.0 -41.3 ROBERT & SUSAN OAKES 10402 NW 64 STREET, PARKLAND FL 33076 (1) 150 X 110 CIRCULAR WINDOW FRONT DOOR NOT INCLUDED MEAN OF EGRESS I � (X) City of Parkland Building Department Job Info { Name I ROBERT & SUSAN OAKES Address 10402 NW 64 STREET Based on ASCE 7-10170 mph Wind Load Exposure C Product Design Pressure Panel ID, Type Product Size Tributary and Orientation Miami -Dade or State Width x Area ID Panel H of Florida Product Height SF or L2/3 # / Acc V Approval Number Inches for Pa tela 1 ACC V 12-0419.04 150 x 110 114.58 Rev 03/28/12 Zone Opening Design Pressure Shutter & Accordion Detail Schedule Permit # Lot / Block 22 /B ISubdivisionlFOX RIDGE Information From Product Approval Actual Max Req'd Anchor Type and Spacing BId or (+) (-) (+) End 5 psf psf psf (-) Length Length Dist. psf or span or Span Sep. Type/ Size Edge Dist. 1/2 Header 7- 4 ' 1 Sill Side - 6 0 18 Floor Out Mount Track N/A NO 4 - 115 38.0 41.3 113 169 3" 1 /4 DIA - 1 3/4 ' I I RAMMS ENGINEERING, 14C.. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016. • FLORIDA pUILDING CODE, 2010 .Robert S. Monsour, P.E. FI # 11!55/ 0006000 ASCE 7-1Q WIND CODE .DESIGN WINES LOADS IN PSF. .170 MPH WIND ZONE Interior &Exterior Exposure C Height • • .(Maximum) 15 20 25 30 40. 50 60 Interior Zone (4 - Exposure C Height (Maximum.) ' • 15 20 25 30 40 50 60 Zones (4&5 7 Walls) Positive Pressures, . For the 170 ..mph Wind•Zone CATEGORY'2. Effective Wind Area (or, Tributary Areil in Square Feet 10 ' 20 30 ' • 40 . • 50 60 1.00 0.95 0,92 •.0.69. .O.88 0136 38.0 ' .. 36.3 35.3 34.6 34.1 40.3 38.5 37.4' . 36.6 36.1 42.1c,,. 40.2 . 39.1 38.3 37.7 43.8 41.9. 40.7 39.9 39.3 46.5 . 44.4 43.2 42.3 41.7 48.8 46.6 45.3 44.4 43.7 50.6 48.3. 46.9 46.0 45,3 33.6 3.5.6 37.2 38.7 41.1 43.1 44.7 Walls) Negative Pressures For the ' 170 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Arell in Square -Feet 10 20 30 40 50 • 60 -1.10 -1.05 -1.02 -0.99 , . 40.98 -41.3 -39.5 -38.5. -37.8 -37.3 -43.7 =41.9 ' -40.8 • -40.1 , -39.5 • -45.6. -43.7 ' -42.6 . '-41.8 . -41.2 -47.6 . -45.6 -44.4 -43.6 -43.0 -50.5 -48.4 -47.1 -46.3. , -45.6 -52.9 -50.7 • -49.4 -48.5 -47.8 -54.8 -52.6 -51.2 -50.3 . -49.6 Exterior Zones (5 - Exposure C Height (Maximum) 15 20 25 30 40 50 60 Walls) Negative Pre For the 170. Effective •Wind 10 -1.40 -50.9 -53.9 -56.3 -58.7 -62.3 -65.3 -67.7 20 -1.29' -47.5 • -50.3 • -52.5 -54.8 -58.1 -60.9 -63.1 ssures mph Wind Zone - Area (or, Tributary Arek 30 ' 40 -1.23 -1.19 -45.5 • -44.1 -48.2 -46.7 -50.3 • -48.7 -52.4 -50.8 , -55.7 • -53.9 -58.3 -56.5 -60.5 . -58.6 -0.96 -36.8 -39.0 ' -40.7 -42.5 , -45.1 • -47.2 -49.0 CATEGORY 2 in Square Feet 50 60 -1.15 -1.13 -43.0 -42.1 -45.5 -44.5 -47.5 ' -46.5 -49.5 « -48.5 -52.6 . -51.5 -55.1. ' -53.9 -57.1 -55.9 Length of End Zone (a): 10% -of least horizontal dimension or .4 p, whichever is s but not Tess than 4% of least horizontal dimension or 3 ft. (hmban roof height NOTE: AN B% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE T4EN•FOR FLAT POOF MIAMI •t" DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) A & M Hurricane Protection, LLC 1050 East 15th Street Hialeah, Florida 33010 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: " HPMA / Performance System 2 " Aluminum Accordion Shutter I APPROVAL DOCUMENT: Drawing No. AD10-33, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #2 dated March 27, 2012, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, 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 revises NOA # 10-0930.09 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. �� o7/Z6�i02. APPROVEDi NOA No. 12-0419.04 Expiration Date: 03/24/2016 Approval Date: 07/26/2012 Page 1 ti A & M Hurricane Protection. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0930.09 A. DRAWINGS 1. Drawing No. AD10-33, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 10-0710. C. CALCULATIONS 1. See Association's generic approval under 10-0710. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10-0710. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 30, 2010, certifying this product to meet the criteria of product tested and approved, and allowing A & MHurricane Protection, LLC to use the test results approved under Miami Dade County Approval No. 10-0710, signed by Mr. Henry Revilla. 2. Acknowledgment letter by A & MHurricane Protection, LLC dated February 10, 2011, signed by Mr. Jose Perez. 3. Letter by MCY Engineering, Inc., dated February 02, 2011, signed and sealed by Yipping Wang, P.E., certifying that the drawing (No. AD10-33) prepared for A & M Hurricane Protection, LLC is engineering wise identical to HPMA's generic drawing (No. AD10-12). E-1 14&e. --- Mini A. Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0419.04 Expiration Date: 03/24/2016 Approval Date: 07/26/2012 A & M Hurricane Protection. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD10-33, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #2 dated March 27, 2012, signed and sealed by Yiping Wang, P. E. B. TESTS 1. See Association's generic approval under 12-0736. C. CALCULATIONS 1. See Association's generic approval under 12-0736. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 12-0736. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 28, 2012, certifying this product to meet the criteria of product tested and approved, and allowing A & M Hurricane Protection, LLC to use the test results approved under Miami Dade County Approval No. 12-0736, signed by Mr. Henry Revilla. 2. Acknowledgment letter by A & MHurricane Protection, LLC dated March 28, 2012, signed by Mr. Jose Perez 3. Letter by MCY Engineering, Inc., dated March 28, 2012, signed and sealed by Yipping Wang, P.E., certifying that the drawing (No. AD10-33) prepared for A & M Hurricane Protection, LLC is engineering wise identical to HPMA 's generic drawing (No. AD10-12). �my A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0419.04 Expiration Date: 03/24/2016 Approval Date: 07/26/2012 E-2 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2 STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BEM 14 x 3", 410 -HT MINIMUM SERIES W/ 135.0 kal YIELD STRENGTH 8 180 WI TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 6000 SERIES FLUOROPOLVMER COATINGS AS MANUFACTURED 8Y WHITFORD Co, BOX 507. WEST CHESTER PA 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 806348 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy31.0 ksl. 4. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 8. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G - 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 7. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 8. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 38 kW MINIMUM YIELD STRENGTH. 9. SHUTTER'S COMPONENTS ARE PATENT PENDING. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT H ). ONE LABEL SHALL 8E PLACED FOR EVERY OPENING. LABEL SHALL READ AS F01.1.0WS: A & M HURRICANE PROTECTION, LLC HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS PRODUCT APPROVAL DOCUMENT (PA.D.) PREPARED BY THIS ENGINEER IS GENERIC. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, (d) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING A8 DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PA.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) TYPE A. TYPE A7. 114" DIA. ITW TAPCON BY ITW BUILDEX Fu = 120 KSI, Fy . 92 KW INTO CONCRETE Idc3000 PSI 13/4' MIN. EMBED 2-1/2" MIN. EDGE DISTANCE INTO CONCRETE BLOCK 1.1/4' MIN. EMBED 2-112 MIN. EDGE DISTANCE TYPE B. 11V-20 CALK -IN BY' POWERS' FASTENERS INTO CONCRETE fo'=3000 PSI 7/8' MIN. EMBED 3' MIN. EDGE DISTANCE TYPE 81 INTO CONCRETE BLOCK 7/8' MW. EMBED 3' MIN. EDGE DISTANCE TYPE C. 1/4' CRETE -FLEX 834 MASONRY ANCHOR BY'ELCO" CONSTRUCTION PRODUCTS Fu= 120 KSI, Fy • 92 KSI INTO CONCRETE 1C=3000 P81 1 3/4" MIN. EMBED 2 1/2" MW, EDGE DISTANCE TYPE 01. INTO CONCRETE BLOCK 1 7/4" MIN. EMBED 2 1/2" MW. EDGE DISTANCE NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A, 8 A1: REDUCTION FACTOR = 0.77 ANCHOR TYPE 8 8131: REDUCTION FACTOR - 0.50 ANCHOR TYPE C 8 C1: REDUCTION FACTOR = 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VAUD FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3'. PRODUCT RBV13ED as complying with Ow Florida Building Coda t -o ( o AccoPla C lor MAR 28 7ni7 ,,,,, 'NJ AN Al`,,,,, I N MIAMI DADE COUNTY ia117i9s9191991091137,3/( 1¢00'9aI.1a9U IU 31( rr. £909'£L999L 3 £9I££ LL 711YI1( LTTO'IL2'90£ 41 V902 MIS RL421 XS 1099 • 060.1. dA1 H J" O^ 0 LL g SLNV1lnSNOQ ON12V10 -3N1 '0NrsiaaNieNa AOv am -w(9 ):x 9L90'Sgg(SO£):Itl OLO££ 1d'HY31V1H 1332LLS S L 3 OSO L (pp i Yv( d$) Old 'NO1103102id 3NVORRII1H W 9 v LI311fHs NOIC IOOJV NnNlwnlW 2 W31SAS .0002 ®ALUMINUM TUBES ao as a PO t a `t c N Pyr >a 4�i 6% 01 0 0t "'is 414110" Dl¢ O .vrr • .99C{ n .990' ��.ODOZ—J'J R9L2 t£H ADJUSTABLE SILL ADAPTOR .990' W MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM DESIGN LOAD "Pd" (PSF) w... PANEL Mwm u... PANEL /Nam LE NE) L -ml MAXIMUM SHUTTER SPAN FOR ALL SECTIONS MINIMUM SEPARATION TO GLASS (In.) ALL SECTIONS 40 13'-2' 14'-1" 3.0 45 12'-9' 14'-1' 3.0 50 12'-5" 14'-1' 3.0 55 12'-2' 13'-5" 3.0 80 11'-11" 12-10" 3.0 85 11'-9" 124' 3.0 70 11'-5" 11'-11' 3.0 75 11'-3" 11'-6" 3.0 80 11,1" 11'-2" 3.0 85 I 10'-10' 10'-10" 3.0 90 10'-8" 10'-8" I 3.0 95 10'-3" 10'-3" I 2.875 100 10' 10' 2.875 105 9'-9' 9'-9" 2.625 110 9'-8" 9'-6" 2.5 115 9'-4" 9'-4" 2.5 120 9'-1" 9'-1" 2.5 125 8'-10" 8'-10' 2.5 130 8'-8" 8'-6" 2.376 136 8'"2" 2.375 140 - 7'-11' 2.375 145 - 7'-7" 2.376 150 - 7'-4' 2.375 155 - 7-2" 2.375 160 8'-11" 2.976 185 6'-8' 2.376 170 8'-6" 2.376 175 8'4" I 2.376 180 6'-2" I 2.375 185 8' I 2.376 190 5'-10" I 2.375 195 5'-8' I 2.375 • Oor� Or SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS ®OR®OR©OR]' 10. 0,-(00 INSTRUCTION: TOP /BOTTOM (OPTIONAL) TYPICAL ELEVATION N.T.S. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY. BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED 014 DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. PRODUCT REVISED M oomp1Yi^9 Wi1hthe Florida Bolding Codo Acceptance No SAO DatoO J O = J U I-0 O_ 7 N Z MAR 2 8 2012 • MIAMI CADE COUNTY o".ewa an tdF LOir� v AD10-33 .i�FS$ N%%%% 3 or Io Iav owco�au 1a¢ 111,•BauaamB¢:i A3fl =Oa 8¢uaa¢[BGnnI1 •rrr NORd1BOSia 0NO1an7B 8100 006.0, ura Ox (.7 2 Z o Zo EL W 0 + O • g ay •W Z 7.� g K• i U 01Z< kg X S Q 0 f E90S'£LS'99L ;i ESTEE 13 'DIM LIIO'ILZ'SOE d YSOZ 3JS N14Z1 AS IOW S.LNY1111SNOO 9N2V19 -SNI `ON11133NION3 AOW " m m m l m m m b m Z m FC 8 m m m e m m m OISOZS9 (90E) Drsj BL9DSBB (sOc) %N1 OLOQE IA'HV3WIH 133L .SSL3OSOL (Mimm•d'H) 0 1'NOI1031O111d 3NYOI8W1H W 9Y LI311f1HS NOI0 000Y WIININf 1V L W31S.(.S 010.00.0.000,00.000: 000:0000:0000,0 mm0QfY O U i m m m m m m m m m m m m m m m : m m 0 m b m m m b ON O15 A b= cs. m b Q (. • m< f0 • 0 Y t7 . r Y 07 . . r F ' Y . • gpoG- • r . b 0 ' . r r r . . {p m i qY( r . r d }y � Y� r Y p1 u ( m 00 m m n b a F t7 . r m � m r Y a m t7 m r w M Q m^ co b d m m m e Y V. 'cga Oy � m m :f._?.. b m e m �_ b A m d Oe m m b b b Q A b Y f ^ b b b y C) t7 a m b Q b m n iri b v a) b b ad vi b � aA r m p m b b b b e '� n i6 Q Ci vi Wy §,,e a 1� m I ' —L— A m A_m Af N 0 m n . O $Am c co 0 O O 0) z 0 T J I � z1t NIM ' g„, _zm 1- z ; z 2ww K M 0 2, (0 °s O ¢* d -J 5 a(0 0 _O m F ¢ a J t!1 . (0 < ZZ wW G 6 217:' J §Z L 8� Xm ¢ 12s 2 -J J 08 x 3 0.$ 0.0 I o G, aVF .Q Sd ao •O SZFo m8 0 3 Cm atUdi Z = O Q ~ oz. e Z m oos z w v 7 CO v O LTA 2 a O IL S a 0 mg S z 8! W g w J F 1 Zm Z Z wD$ � D coO II2 CIS W 0 W W IL- . NW POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) EXISTING GLASS. SEE SCHEDULE =FOR Min. SEPARATION -1' TO GLASS 1/4" 0.20x3/4. S.S. BOLTS WI NUT 6 WASHER ®9' O.C. OR 814 x 3/4" S.M.S. 0 9' O.C. 1' Min. x 3" S.S. S.MS. W/ 7/18.0 x 7/8" LONG NYLON BUSHING -1(Typ. TOP & BOTTOM) `- 614x2"5.5. S.M.B. (Typ TOP &BOTTOM) 1' MIA OPTIONAL BUSHING TOP/BOTTOM) 114" 0-20x3)4" 8.8. BC LT8 W/ NUT 6 WASHER 0 9" O.C. OR 014 x 3/4" S.M.B. 0 9' O.C. CONCRETE ANCHORS (SEE POURED CONCRETE SCHEDULE) OR CONCRETE BLOCK WALL REQUIRED BUILD -OUT INSTALLATION SECTION C POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) /. MAXIMUM DESIGN LOAO "00 PSP) 1' MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACINGSIIASCHEDULE. t SECTION C TOP/BOTTOM SECTION C1 BOTTOM SHUTTER SUBSTRATE CONCRETE SUBSTRATE BLOCK SUBSTRATE CONCRETE SUBSTRATE BLOCK SPAN 0aW ANCHWR SIICHOS ANCHOR 000181 I ANCHORANOIOR ANCHOR TYPES TYPES TYPEC TYPE All TYPE SITYPE CI TYPES 60' 6 8 6 6 I 6.5 78' 6 8 8 5 ` 4.5 60 96' 6 6 6 120' 6 1 6 6 3 1- 144' 6 I 8 6 - I 154' 6 I 6 6 ' ea' a li 6 e a 65 78 6 I 8 6 4.5 I 96 8 6 6 3.5 120" 8 a 6 3 1 148" 8 6 6 ' I 60' 6 8 6 5.5 70 I 7B 6 8 6 4 If 96 1 6 6 6 3.5 I 120" 18 I 6 6 - I 143" 1 8 1 6 6 - 60' 6 I 6 6 4.5 78 6 6 8 3.5 80 96 18 I 8 6 3 120" I 6 6 8 134" I 6 6.6 6 - 60" I a 6 3.5 100 78I 8 8 3 96 I1 6 6 I 120' I 6 5 5.5 195 I- I 6 6 5.5 6B' 4.5 4.6 5 4 I 3.5 1 OPTIONAL BUSHING TOP/BOTTOM) 014 x 3/4" S.M.S. 0 12" O.C. 1M" 0-2043/4" 8.8. BOLTS W/ NUT& WASHER 09' 0.C. OR 014x 3/4"S.MS, 0 9" o.C. BUILD -OUT INSTALLATION SECTION C1 8 8 6 6 6 8 5 6 ' 4 6 4 6 5 6 8 4 6 3 5.5 6 ' 4.5 6 3.6 6 5 8.5 6 3.6 6.5 6 3 6.5 6 4 6 3.5 6 4 7.5 6 '3 5.6 6 4.5 6 3.6 6 ' 3 6 3.5 6 6 - 4.5 6 3.5 8 3 5 3 5 5 0/10101.4440110% 004*1011 ANCM011.140OR TYPES TYPEC TYPES) TYPE01 TYPE CI 6 6 6 8 1 6 6 6 5.5 4.5 6 6 6 4.5 4 6 6 6 3.5 ' 3 5.6 I 6 6 - 4.6 6 6 - 4 6 6 5.5 6 6 6 6 4.5 6 6 6 6 6 6 6 6 6 6 6 6 8 6 6 6 6 6 6 e 6 5.5 5.6 5 6 6 6 6 6 6 6 6 6 6 6 6 5.5 4 3.6 6 3 - 5 - 4 6 6.6 6 4.5 4 6 9.5 3 6 3 4.5 ' - 4 6 4.5 8 4 9.6 6 3 3 5 4 ' 36 4 3.6 6 3 - I 5 4 3 J 3 O 3 I + O 3 k of V° i na 3) MAR 2 8,2‘012 ..1H 1u.uN r:4 R08P7 6•N,37d" •� e"w ,.. aux w • aTAd � PaAr.a xe �,C AD10-33 A' XI• �,'`` 9• F 1 • I 6 00 10 1'RODUCTREVISBD.. t -...t, secomplyingwith the VIo9ido .`" /'�'() c BuildigCodo :> 4 Acceptance No L-0 041 ion Dale e M Co 10M16 DADE COUNTY — ANCHORS AT TUBE END SEE CHART BELOW SEE SCHEDULE FOR MIR. SEPARATION TO GLASS ALUM. TUBES SEE CHART ON RIGHT —614 SELF DRILLING SCREW 6' O.C. TYP. 1 1 0. a _,� OPTIONAL BUSHING TOP/BOTTOM) 1' Mln. 1/4" 0-20x3/4" S.S. BOLTS W/ NUT 8. WASHER O B' O.C. OR 614 x 3/4" S.M.S. 9' O.C. V L CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED BUILD -OUT INSTALLATION SECTION M IALUM. TUBE 812E OPEN'G WIDTH MAX. HEIGHT 2'x2"x1/8" Yx3"xl/B" 2"x4'x1/8" 42' 78" 78" 78' 88" 88' 88' 84' 77' DESIGN LOAD (P8FI ANCHOR TYPE* ANCHOR TYPE 'C 85 65 66 65 57,3 62 60 65 65 85 ANCHOR TYPE USED S. DESIGN EE CHART ABOVE // ,3" MIN. J 3'TYP. / /i NOTCHED OPTIONAL POSITION - —1 OPTIONAL FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK fan'=>1600 PSI USE (2) - 3/8" KWIK- BOLT 2 1/2' MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING MAXIMUM DESIGN RAIIIM "pd'ipn AND CORRESPONDING MAXIM MEASUREANCHO�R SPACING P1 SCHEDULE. + MAXIMUM DESIGN LOAD 'Pe (PSF) 65 SHUTTER SPAN 0.09) 80' 72" 84" 88' BECTON M BOTTOM SUBSTRATE CONCRETE ANCHOR SPACING (In.) ANCHOR TYPE A 8.5 6 5,5 ANC11011 TYPE C 9 7.5 6.5 8 —ALUM. TUBE OR ANGLE MAX. WIDTI" SHUTTER OPEN'G WIDTH 6 / /////// //4//t TOP / BOTTOM (OPTIONAL) _ N igeY OWE a o 16 F Q N PRODUCrREVISRD ea oomplyMf with the Florida Building Coda Acceptance No ion Date ALUM. TUBE OR ANGLE 1` MAR MAR Y�2F8 7011? TIP. yeg83 taRx 110.13411. *, / :3 Cn nA • MIAMI DADE COUNTY 4;oa.ana Ha .$,DIO-33 60P 10 am 4 T1 M .igp P't r.1 I; • Di 1 ii 4 o g • ; Z il 4 ' SCHEDULE FOR k. SEPARATIOI TO GLASS 90 05 0. o E N1 142 -• IA Al T--- 3.082' IE 5 ALTERNATE CLOSURE DETAIL W /6") SYSTEM 2 ALUMINUM ACCORDION SHUTTER A & M HURRICANE PROTECTION. LLC (H.P.MA.8411) 1050 E 15 STREET HIALEAH, FL 33010 Tek (305)8854678 Ps. (305)992.0510 MCY ENGINEERING, INC. GLAZING CONSULTANTS 8501 SW 124TH ST EISA P 305.271.0117 MIAMIFl. 33183 F. 786.573.5063 MCYEngineering.com IICY.Engineering•Att net Ransom worm motmow, I MAO kR14110 T11120.1111C 1 I 1 1 L' 15 . w F U 1222 F L y y�F z 0d o. +1 or Or or or or - SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS BOOR© OR- ©+ OORDI OR® CU or or 131 TOP/ BO7TOM (OPTIONAL) TYPICAL ELEVATION TYPICAL SHUTTER PLAN nnG oror G1 7" TYP. UNERA_L I IMITATIONS AND CONDISTIONS PT 11SE FOR G OR G1 BLADE ACCORDIAN SHUTTER R S S €M WORKING IN UNISON WITH G' BLADES. MAXIMUM SHUTTER SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND 01' WORKING IN UNISON WITH G AND G1 ARE AS PER SCHEDULES ON SHEET 3, 4, 6 & B. 2. MAXIMUM PERFORATION AREA AT G, 01' IS 12.825' $ 6.28^ AND MUST BE LOCATED WITHIN THE CENTRAL 50% OF THE BLADE SPAN. PERFORATED BLADES 0, 01 MUST BE SOLID AT THE TOP AND BOTTOM 25% OF BLADES SPAN. 3. PERFORATED BLADES G, 01' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES H, 1.11 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES G, 01 AT EITHER SIDE OF EACH CENTERMATE 5. STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. 8. STARTERS CONNECTION TO EXISTING BUILDING OR TO END/CORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7. SECTION S -S THRU G MALE/FEMALE BLADE III['wUUU = J 2 618^ j In Z I _I, L O 1 ,30Y TYP. O V 000...00E----� Q 000.00.0 000.0• " t% O0o•0•= �P a a?:,.e- 00000000 0 0 0 0 ZZ SSSSS,,�,, 000000000 7 2W p 00000000 f �. Z f(3j yQ66j 000000000000000 R -- _' o a = S O= 8 000000000 io 0 0 0 00000000 N 00000000 IS 000000000 . w 00000000 F Q 'FO 000000000 (q 00000000 7'T5F. MAR 2S 2012 u}i 000000000 00000000 000000000. f,ttt 1,14, „L/ �.` c2\ wa E. +r 4§; A\ Fr 55 33 • i wn PRODUCT REVISED ;•v / -'�' r complying with dr Flodd8 •130' . 7 *� !cam Building Code au.x .n L-0. i * J • CC },„,, -f TYPICAL G' PEFfp,MTED BLADE ELEVATION ado j.. % ct Con MAUI DADE COUNTY pulilMC Mi , e J AD10-3 3 vC. '2T�•• 8or110 ' 11. a0'11rcaa00Qi'7.311 NOQANJSAO SNOISIASN U Q Z N J C7 O 0 O e CC LL Q O OJ m -J L1. o Y U- 0 cc 0cc z 0 cc U W Q' • m W U) Z a0 Q W • (f) a �z I mw-8auaau18uak0R'nrn MCC 'Id '[Trill SOZ 3•LS H1021165 COW£90S'£LS'99L ,{ ZITO uz•So£ d Y SLNYi1nSNOO ONIZY10 "0N1 ''JNI>:133NION3 .l?W Fs 0 Ch•g K mo Y�g �qaqa tCyC� Gw 0 01100.p ; i $u sg eY� tR P- O: L"h1 U 022 2 __e .3 Z2 Mie Digo-Z88 (50E) wd SL9tr598 (SO£) :P1 ovecto-prAINAH 133LLLS S6 3 0501. (yrs YTrd-W OT'NOLLO31ONd 3NVORi21f1H IN V V d3J1f1HS NOI021000V WfTNIW(T1V Z W31SAS W io 51/YeS Hai -LAMS xm .aoL .H. ig y 3� o! =m$ a rc irjr. F- r 10' NYdS%OS* X----(3fl GS33S) NVdS WALLOW " . LU a. { a W 0 J m 0 0 U r z w N 03 U F 1- O z < 0 a= J a w 0 m 0 J 0 0) W e u� W w 0 8456 hal LU O ,,0gg rd of J LI - co 0 f - Z U' W J FZZ CO W 4§ oZ ®$LL O Ski M! Ezo U0 m DESIGN LOAD: w 0 J m .La 0 J 0 5 w; 21 10 • w O O 1/4" 0 LAG SCREWS @ 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE # 14 x 3" S.S. S.M.S. W/ 7/18" 0 x 7/8' LONG NYLON BUSHING (Typ. TOP 6 BOTTOM) #14x2"S.S. S.M.S. (Typ. TOP &B TTOM) W000 HEADER EXISTING REQUIRED GLASS. SEE SCHEDULE OR Mln. SEPARATION:.„ TO GLASS ALTERNATIVE 1 EXIST GLASS. 2"x 4" WOOD PLATE REQUIRED. N � T. --d OPTIONAL ' BUSHING (TOP/BOTTOM) 1/4' 0 LAG SCREWS a 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1" Min. —A1(4" 0-20x3/4" S.S. BOLTS ` - Qf` i W/ NUT & WASHER ® 9" 0.0 # 14 x 3" S.S. S,M.S. WI 7/18' 0 x 7/8" LONG NYLON BUSHING (Typ. TOP 9 BOTTOM) WOOD HEADER EXISTING REQUIRED GLASS. - SEE SCHEDULE . -FOR Mln. SEPARATION -' - TO GLASS ALTERNATIVE 3 EXISTING GLASS. -- 1/4" LAG SCREWS 0) 8" O.C. W/ 1 1/2" Mln. THREADED PENETRATION TO EXISTING WOOD STRUCTURE WOOD STUD 0124 O.C. MAX. REQUIRED. ALTERNATIVE 2 1/4" 0 LAG SCREWS GT 6"O.C.W/112"Mln. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1/4" 0.20x3/4" S.S. BOLTS W/ NUT & WASHER 0 9" O.C. 1" Min. 914 x 3" S.S. S.M.S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) EXISTING GLASS. - WOOD HEADER EQUIRED SEE SCHEDULE -.FOR Min. SEPARATION.., TO GLASS 2"x 4' WOOD PLATE REQUIRED. M 14x2"S.S . -S.M.S. (Typ. TOP & BOTTOM) —ice I. 8 '-.6 EXIST GLASS. *14 x Z' S.S. - S.M.S. (Typ. TOP 5 BOTTOM) 1" OPTIONAL BUSHING (TOP/BOTTOM) 1/4' 9 SELF DRILLING SCREW (GRADE 5) Q 6" O.C. WOOD TRUSSES OR RAFTER '- 0 24" O.C. REQUIRED 1" x 4" x 1/8" (Mtn.) 6063-16 Alum. TUBE W/ (3) 5/16" 0x4" LONG 'ELCO" ULTRACON TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Mln. NOMINAL WIDTH) W/ 2 1/2" Min. THREADED PENETRATION. # 14 x 3' S.S. S.M.S. W/ 7/16' 0 x 7/8" SEE SCHEDULE FOR LONG NYLON BUSHING dia.SEPARATIG49 (Typ. TOP & BOTTOM) TO GLASS EXISTING_ GLASS. 9 /E SCHEDULE FOR/11n. SEPARA110 1 114' 9.20x3/4" S.S. BOLTS W/ NUT & WASHER irg 9 0.C. OR 814 x314" S.M.S. 09" O.C. 1/4' LAG SCREWS @ 6" O.C. W/ 1 1/2" MN). THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 4 SEE SCHEDULE R Min. SEPARATI TO GLASS --(:)on® t'+' 1'1111 I l 1; 7k4" WOOD PLATE REQUIRED. /, ,V ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE: 1/4".1" INSTALLATION DETAILS ON EXISTINGJNOOD BUILDINGS 1 Mln. 114" 9-20x314" S.S.BOLTS W/ NUT & WASHER 0 C' O.C. OR 814 x 3/4" S.M.S. ®9" O.C. #14x2"S.S. S.M.S. OPTIONAL BUSHING 914 x 3/4" S.S. S.M.S. 0 12' 0.C. 814 x2"S.S. S.M.S. (Typ. TOP ...���& BOTTOM) V va@ TO GLASS —✓� - ALTERNATIVE 1 SSE SCHEDUL FOR Min. . SEPARATIO/4 EXISTINB TO GLASS GLASS. gO0.� O 1/4" LAG SCREWS Q 6" O.C. W/ 1 14' J Mln. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE: 1/4"•1" OPTIONAL BUSHING (TOP/BOTTOM) THREADED PENETRATION TO EXISTING WOOD DECK. #14x3/4" S.M.S.@ 12' O.C. OPTIONAL BUSHING - EXISTING_ GLASS. 1/4' 0 LAG SCREWS ® 8" O.C. W/1 112" Mln. 2" x B" WOOD DECK 7' x 6' WOOD DECK - REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 REQUIRED (NO FINISH ALLOWED) NOTE: WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MAR 28 211 7 NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.g.f. AND 0'41" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, WI SPECIFIC DENSITY OF 0.55 OR EQUAL. aiiMAW*. 883 r 66W3 KW *: 1/4" LAG SCREWS 0 6" O.C. WIT 12" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 6 PRODUCT REVISED a complying with On Florida Building Cada o O A p DoNO 7 w By Miran 041.8.111 CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 5/12/14 Permit Number: BLDG1405-0103 Lot: 22 I Block: B Subdivision: FOX RIDGE Job Address: 10402 NW 64 ST Work Description: 2 ACCORDION SHUTTERS Contractor: A & M HURRICANE Phone: 3058850678 PROTECTION LLC DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL S\34\k`k WS 02k ELECTRICAL PLUMBING MECHANICAL