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HomeMy WebLinkAboutProduct Approval FLORIDA BUILDING CIO 2014-5th Ed.-ASCE/SEI 7-10-WIND LC TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal tha 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED VIAND PRESSURES IN PSF VIAND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE 170 MPH VELOCITY-E(POSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positivel Negative Positive Negative Positive Negative Positivel Negative z4,&z5 z4 z5 z4 h z5 z4 z5 I z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 1 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43A 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 1 62.2 31-40 49.8 1 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 6 ..8 50.6 54.E 67.8 51-60 53.4 1 57.8 1 71-2 1 58.4 1 63.3 78.2 LOCATION BROiUARD COUNTY, PALM BEACH AND OTHER LOCATION BROYARD COUNTY, PALM BEACH AND OTHER B(AMPLE COUNTIES EXAMPLE COUNTIES MIND PRESSURES IN PSF WND PRESSURES IN FSF 175 MPH VEIOC17Y-ENPOSUREC 175 MPH VELOCITY-EXPOSURE Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positivel Negative Positive Negative z4&z5 z4 z5 z4 di z5 z4 z5 z4 dr z5 z4 z5 z4 dr z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59A 73.4 31-40 1 45.1 48.8 60.1 V45.2 53.4 65.9 31-40 52.8 57.2g73.1#60.0 7.6 62.5 77.1 41-50 47.2 51.2 63.0 51,6 56.0 69.1 41-50 54.9 59.4 65.0 80.2 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.31.9 67.1 82.9 E�FLE MEAN-DADE COUNTY LCCAE AM%E MIAMhDADE COUNTY GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1600 R For building>30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBC- HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glaring or protected with an impact resistant covering. 6-ULTIMATE WIND SPEED-V=170 MPH,175 MPH9-TOPOGRAPHIC FACTOR -- -(FLAT TERRAIN) eNerrsr<iii� 10-DIRECTIONALITY FACTORKKWi d d= 85( Directionality Factor) DE 11-TRIBUTARY AREA:10 SQF °°° �� �(j���•s 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the .••""�.L / • Mean roof height,but not less than the larger of 40A of the least horizontal dimension or 3 ft. ®°° No. 526O9 e � • Ro r =tope E N G C O,Inc. STATE OI' , C3 , .° Engineering SeMces-CA 8116 � '. ' Al R / Iz 1791 Blount Road-unit 907 °cs'�o t; °•° Z4 Pompano Beach-Florida 33069 '. /ON 'L r_ 0 sl "1 r Tel:(754)307-1319 Fax:(754)20MB46 p� IZ I MEAN R T HT e_-, E-mail:Engco@AOL.com eo HEIGHT_ a 9`r a<=BWx0.1 ora<=hx0.4 BW less or equal than BL DATE: 07/21/2017 a must not be less than PEDRO DE FIGUEIREDO-PE 52609 a=3 feet or a=0.04 x BW NOT VALID W/OUT SEAL 7/211 2017 72 • � REF.#: w 17-33 Date: 9/4/2017 6,15'Y :-- y- E l V C O, inc. Contractor: Just Shutter It Inc_ Engineering Services-CA 8116 1341 SW S. Macedo Blvd_ _— Port St.Lucie,FL-34983 1791 Blount Road unit 907 Job: Knupp Residence Pompano Beach-Florida-33069 9310 Wentworth Lane Tel:(754)307-1319 Fax:(754)205-6846 _ ---_.___......__ Email:Engco@AOL.com Port Saint Lucie,FL — - --�-^ _ — Wind Load Calculation for Components and Cladding under ASCEISEIf7-10(chapter 30) Florida Building Code 2014 Mean Roof Height�(MRH) ' — 23 Feet 1 Low Rise:Buildings with MRH<=60'and MHR<=B i Cladding Elevation 23 -Feet Minimum Width:(i3) - —_65_ - -Feet i ;Roof Slope Roof Slope<= 10 degrees I Roof Slope Reduction Factor 1.00 Basic Wind Speed 160 mph Use Figure 26.5-1A or FBC 2014 Risk Category: II i iExposure C a Zg (Section 26.7) 9.5 900 Exposure C:Open terrain with scattered obstructions height less than 30ft.Open country,grasslands�TM- Building Type -_------- Enclosed (Fully and Partially Enclosed_Section 26.10) _ ._____ .._------__—._-._ _--_-_—_-.----_- -_- ---___.__-�—.___--_-__-- Kd-Table 26.6.1 0.85 0.85 Use of.85 with Load Combination specified in 2.3 and 2.4 Kz-Table 30.3.1 0.93 j Kh-Table 30.3.1 0.93 Kzt-Section 26�8 - -_` 1.00— — TTo be used when hill height H—15' Velocity Pressure(qz)^ 51.74�-_Psf qz=0.00256-.Kz.Kzt.Kd.V^2 _ v Section 30.3.2 Velocity Pressure h_—__51.74 Psf h=0.00256.Kh.Kzt.Kd.V^2 Section 30.3.1 ;Tributary Area 10 ft2 3GCpi(Int. Pressure) 0.18 -0.18 section_2s.11 GC Ext. Pressure zone 4 + 1.00 zone 4 1.10�- --�_-- - ' — - Figure 30.4-1 (walls)m _ -I zone 5(+) 1.00 i zone 5(-) -1.40 Wind load Psf _ Psf_ ! _Psf Wind load combination factor I ~0.6 _' 0.6�I zone 4 J 36.6 j -39.7 zone 5 _ j 36.6 1 -49.0 Zone 5 for units located less than 78"from building comers End zone a 76 i INCHES Notation:(a)-10%of the least dimension or 0.4 of mean roof height,whichever is smaller. - Also(a)must not be less than either 4%of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE IWIND LOAD BASED ON CONTRACTOR INFORMATION. ITHE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED _ THE PRODUCT APPROVAL DESIGNED RATING. 914/2017� Sheet W 1/1 PEDf26 DE FIGUEIREl�O,.PE 52609 'NOT VALIDWITHOUT-SEAL� Opening I Size (W x H) 1. 4:z (Accordion Shutters) 2. W 0 C 3. 0 CL 4. 10 11 12 LU Z f7 � i5 S. 6. 09 0 x 7. (NO SHUTTER) 8. 8 (Accordion Shutters) 9. 0 10. 7 EFRESS y�( v S J � 0 o U 11. u o c (") am a 12. ,4'o M 3 0_ G U ccZ CO F- cw LU a� mD L23 U)U) U F. C U) C D N� 1 . CEUGNT CT6IFESL.CDY SCALE-, NOT TO SCALE DATE Sep 04,2017 PAGE DESCMPnON: Knupp PAGE: DF 16 16 0 0 MIAMI-MADE MIAMI DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33 175 2474 T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) www.minmida4&&oy/ecenom1_ Just Shutter It,Inc. 1341 SW S.Macedo Blvd. Port St.Lucie,Florida 34983 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 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: "Supernova"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets i through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De Figueiredo,P.E.,on July 30,2015 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 manufae frees 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. TERNIINATION 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#14-0708.05 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.., n• kt " NOA No.15-0513.03 MtAMFt?ADECOUAITY L/ Expiration Date:08/14/2019 ' Approval Date:08/27/2015 Page 1 Just Shutter It.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05 A. DRAWINGS 1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter sheets I through I of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014. B. TESTS 1. See Association's generic approval under 14-0155. C. CALCULATIONS 1. See Association's generic approval under 14-0155. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 14-0155. F. STATEMENTS 1. Release letter issued by the National Approved Shutter Association, dated August 01, 2014, certifying this product to meet the criteria of product tested and approved, and allowing Just Shutter It, Inc. to use the test results approved under Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks. 2. Acknowledgment letter by Just Shutter It,Inc., dated August 01, 2014, signed by Mr. Samuel Zaza. 3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De Figuriredo, P.E., cert6ing that the drawing(No. 14-131)prepared for Just Shutter It, Inc.is engineering wise identical to N.A.SA.'s generic drawing(No. 14-019.1). 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter sheets 1 through 13 of 13,prepared by Engco, Inc., dated April 07, 2015, signed and sealed by Pedro De Figueiredo, P.E., on July 30, 2015. JVmy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0513.03 Expiration Date:08/14/2019 Approval Date:08/27/2015 E-1 Just Shutter It.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 15-0629. C. CALCULATIONS 1. See Association's generic approval under 15-0629. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0629. F. STATEMENTS 1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De Figuriredo, P.E., certifying that the draining(No. 15-146)prepared for Just Shutter It, Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No. 15-113)and complies with FBC, 2014 Edition. HAdy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0513.03 Expiration Date:08/14/2019 Approval Date:08/27/2015 E-2 MANUFACTURM 5UPERNOVA JUST SHUTTER IT ING 1341 SW S.MACEDO BLVD EXTRUDED ALUMINUM ACCORDION SHUTTER F 498 LARGE M 1551 LE I M PACT RE515TANT FLORIDALORID7 )201 Tel.:(772)201-9919 Pax:(772)673-0568 WWW,JUSTStiUTrERIT.COM GENERAL NOTES: FLORIDA BUILDING CODE 2014-hVt1Z PRODUCT. I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED.CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS 5U FERN OVA AND WIND BORNE DEBRIS(LARGE AND SMALL M15511.E)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM PRE55URE5 AND LIMITATIONS STATED IN TH15 APPROVAL. ACCORDION SHUTTER LARGE 4 SMALL 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE. 3-POSTING;A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING; THE FOLLOWING: ENGCO INC. CA 6I16 'JUST SHUTTER IT INC-PORT ST.LUCIE,MORIDA 5595 ORANGE DR.201 5UPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUT7ER TABLE OF CONTENT5: DAV I E, FL. 33314 Tel.:(954)585-0304 MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' - - F.N000®AOL.00M 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BYA 00,,,,,,,, . PROFE5SIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS DE FC�j4�, . UEND LIRE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHl1TTER COMPONENT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BLADE PFX55URE TABLE 1, 1 A AND GLASS p`��1 SEPARATION TABLE 2 '\o sF _ 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-TG OP AS NOTED. NO.IS GUJ 3 TYPICAL SECTIONS A.B 1,B2,53,54 WITH ANCHORAGE TABLES . 6-FASTENER5:'A55TMBLY SCREW5 AND ANCHORS SHALL BE A5 SPECIFIED IN THE CURRENT SET OF 4' TYPICAL SECTIONS B<C WITH ANCHORAGE TABUS 4 STAT F Q DRAWINGS.INSTALLATION AND LOADS AS PEKTHIS APPROVAL. ¢1 � 0A,r -w�0 R I 7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCI1fiECT OR ENGINEER OP 5 TYPICAL SI:CTION5 D.E 4 GH WITH ANCHORAGE TABLES RECORD Sg TO VERIPYTHE FOLLOWING: 6 TYPICAL SECTIONS F.G I WITH ANCHORAGE TABLES y'•.,/0NAL���,01`� 7.1-THE STABILITY Of THE STRUCTURE WHERE THE 5HLITTER 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. JUL 3 0 2055 7.2-THE BITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS.LOCAL.CODE 7 JAMB AND CORNER SECTIONS J° REQUIREMENTS.DESIGNED PRE55URPS ETC. Engineer Seal 7.3-THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE k FEMALE 5ECTION5'V Pedro Da Rgucvedo-PE 52609 r-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTION5 M' MIAMI DADE APPROVAL FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTIONS'N' FRODUCTltCVISE D FOR WIND LOAD HAVE BEEN USED. n complying with thoFlorida 11 BILL OF MATERIALS,ANCHOR SCHEDULE 4LA BLADE ASSEMBLY. Building Cbdo st�i �ontra�io 05 3,03 USER INSTRUCTIONS:: 19 12 COMPONENTS Qpyy M' D duct I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'r DL-TAIL5 CoMtol 2-CHECK BLADE 5PAN ALLOWABLE DESIGN M 55UIZE ON TABLE I OR TABLE I A. DATE:04/07/2015 3-VERIFY GLASS SEPARATION ON TABLE 21F APPLICABLE. SCALE:NA DESIGN BY:PPMF 4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED A5 PER SHEETS 3,4,5 t G.SECTIONS ARE INTMCHANGEABLE. SHEET DRAWING B: 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-Mr. PRESSURE FROM GENERAL NOTES 4 �11 MANUFACTURER: JUST SHUTTER IT INc TABLE I TABLE I A INTERIOR/E)OMOR 1941 5W 5.MACEDO BLVD MAXIMUM ALLOWABLE N I BLADE MAXIMUM ALLOWABLE N 1 4#I B BLADES 68 PORT ST.LUCIE SHUTTER 5PAN X PRESSURE 5HUTTER 5PAN X PRESSURE FLORIDA 34953 !00' Tel.:(772)201-9919 BLADE 5PAN PRE55URE(PSF) BLADE 5PAN PRE55UPE(P5F) `� ALL ALWMINUM BLADES Fax:(772)G73-0585 INCHES G INCHES 1 1 WWW.JU5T5HUTTERIT.COM 6 6 66 158 158 66 158 158 INTERIOR/PXTERIOR 72 1 4 144 72 144 144 78 133 138 78 133 133 PRODUCT: 84 124 124 84 124 124 INTERIOR/DamoR 90 6 116 9D IIG 116 6 SUPERNOVA 96 108 108 96 105 108 1 1 1 COMBINATION EXTRUDED ALUMINUM 104 100 100 104 100 100 V= 100� ALUMINUM Le AM CAAN BCARR�ANGNeD�ES ' ACCORDION 5Hurrm 108 93 93 lob 93 93 O COMBIMTONS A5 REOUIRD :' LARGE 4 SMALL 114 83 83 114 83 83 lB 1B IMPACTED RATED 120 75 75 120 75 75 INTERIOR/txrEwoR 126 68 68 126 68 68 132 62 62 132 6( 6 I ENGINEERING: 138 57 57 138 53 53 144 48 52 144 45 47 INTERIOR/EXTERIOR ENGCO INC. uBI1G 1 50 4 I 48 1 50 38 42 5595 ORANGE DR.20I 162 30 40 162 28 33 1H—� IB� 1B DAVIE, FL. 33314 Tel.:(954)585-0304 ..... NOTES:..--.... ... ...._.. _._.__.. ._ _-.. ;; .. ._--_.LN .._... .. __ ... ._ .. ._ ... -• .• ALL LEXAN BLADES -• ENGCO@AOL.COM ._ ..... I-ACCORDIOR 9HUMp'BLADE SPAN DNCHIS)FORALL CONDITIONS I H 1BJ 2-PR19911RE-DESIGN WIND LOAD(P5F) ,,,Tjjj1A�4�AA���,, UNPAfL INRRMRATION 15 ACCEPTABLE FOR DESIGN VAUD LOADS AND MADE SPAN BETWEEN . TABVLATEU.VAILF5. .-INTERIOR I EXTEROR ���LO DE F/�'1�� A-BLADEP E RIED INIONt OR MO5 ALLOW IB 0itAL SUSm , S-BLADE REVERS®INSTALLATION LS ALLOWED fORALL MOUNTED CONUIHONS TABLE 2 4/ No. 2609 TYPIC MINIMUM SHUTTER SEPARATION FROM GLAZING TAT F * * . AL ELEVATION TYPICAL CR055 SECTION A,B,C,D,E,GH X apt TBP TRACK GLAZING SEPARATION (INCHES) BLADE SPAN BLADE TYPE! L— <=60° <=104'1 <—I ' ALUMINUM 2' 2 3/4' 3.125' JUL 3 0 2015 LU M GLASS ALL ELEVATIONS Engineer Seal Z ? S[AWrllx Pedro De Plgumredo-PE 52609 0 a LEXAN 3' 3' 3° ~ rn L M N <=30'ELEVATION MIAMI DARE APPROVAL: a IPRODUCrRBVISBD LEXAN 2 118 3° 3" ONQuaVyingwlth The FlmWe >30 ELEVATION BWld ft Code a I Aoccpnnx LaD .vs IL NOTES: w I-SEPARAnoN FPAM GLAZING ARlA9 SMALL De MEASURED FROM gzpm 8y 1~-- GLA2ING SURFACE TOTHE INNER M05T BLADE Olt LOCK SURFACE. MLn1D UNGbntro = 2-CLASS SEPARATION 19 APPLICABLE PER THe)MI2(BRDWARD AND Ww-DADECOUN)IM). 3-WHEN 5HLrMit T9I59CM LED WNH BOTH TTFES OF D=95THG LARGEST GLASS 9�AWn(DN SHALL lJFLY. DATE:04107/2 0 1 5 A,B,B1,B2,83,84 BOTTOM TRACK SCALE:NA CDEFGIGH DESIGN CALE: A PPMP SHUTTER WIDTH (SW) NO LIMITATION SHEET DRAWING N: 2 OF 13 15-14G MANUFACTURER: TYPICAL SECTIONS A.B 1,152,133,B4 AND ANCHOR 5CHEOULE - -} 1/IH JUST SHUTTER IT INC SECTION 1/4-I4X1' GRS SDS OR Qz N10X3/4• TEKS BUILT OUT ON ANGLE 1/4-20X1/2' HHMS W/NUT Ja AT 12' OC 1341'SW S.MACEDOBLVD SPACED AT 12'OC H HEADER OR SILL 04� 1 PORT ST.LUCIE 2,2A 11 I _ D6 FLORIDA 34983 PTIDNAL SECTION 6 Tel:C7 4 Tel.: 72)201-9919 ADJUSTABLE TRACK 6 Fax:(772)673-0558 E EMBED, w 1, ON REVME ANGLE WWW.JUBT5HuTfERIT.COM ' _ 5111.1-ONLY Q can j N 6A ANCHORS DESIGNED PRODUCT" AS PER SECTION B4 ANCHORS DESIGNED = 10 ' c ON TABLE BELOW r AS PER SECTION A " �> 6y SUPERNOVA 2 ¢ TL/iB " ON TABLE BELOW Q EXTRUDED ALUMINUM w a ACCORDION SHUTTER = rn I/4-14X1''GRS SDS OR 1/4-2OX3/4' PHMS W/NUT c. LARGE 45MALL a SPACED AT 5'OC ,j EMBED. IMPACTED RATED w SECTION B I 'A•TRACK ON y REVER5E ANGLE _ ENGINEERING: 51LLONLY ENGCO INC. ..tic can '✓.r,:'w•.. 1/!B a 5595 ORANGE DR.201 W ANCHORS DESIGNED rn SECTION 53 DAVIE, FL. 33314 4 L� AS PER SECTION Bl w #IOX3/4• TEKS Tel.:(954)585.0304 ---- -- l 1-G a 13N--TABLE-BELOW :-....,, .q.... _ ADJUST/UjLE ON . AT"12' GC - 5%�G� ENGCO@AOLCOM o" M iO SILL ONLY DE 1/4-14XI'.GRS'SDS OR v 6 W ANCHORS DESIGNED ��+ �v,,,..,,,�� 1/4-20X1/2' HHMS W/NUT EMBED.-� AS PER SECTION 83 0.� ".�C Afy'*+��•��% SPACED AT 12'O �• C _ ` s� ON TABLE BELOW `QX v. .. F s No. 2609 6A '� BTA IF g • i' W F n. .. F cn 10 ej EMBED,--� y�� „C['OR +n.,.„....�„ Li --� ANCHORS DESIGNED _ 1/1H Fi �'' AS PER SECTION B2 1/4-14XI' GR5 SDS OR w cA 166r�AL T ` ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT 1 SPACED i= � ©a ED AT 5'OC JUL 3 0 2015 � Z MAX. BLADE SPAN IN INCHES EnemeerSeat I_ Pedro De Nvevedo-PE 526 . 4 11 ci EMBED. SEE SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSF) SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL: 1/4-14X1' GR5 SDS OR SECTION B2 ANCHORAGE SPACING-1162 132 108 84 60 PRODUCT REVISGD 1/4-20X1/2' HHMS W/NUT A TRACKON s E1 E E1 E El E wcom$yfnSvvhh wFimddo SPACED AT 12'OC SM ANGLE 14 40 31 62 38 93 46 124 60 160 84 8WIdInHCbde 51LLONLY SECTIONS 12 40 36 62 44 93 54 160 70 16 98 Aceplrxow/ S/ .oT A.B7,B2 8 40 0 62 62 93 81 124 10 60 146 Ion Date ��9 MAX. BLADE SPAN IN INCHES B3,B4 6 40 0 62 62 93 93 124 12 160 160 ay 4 40 q0 62 62 93 93 124 12 160 160 Mlan Da ne Cenav� SEE ANCHOR SCHEDULE ON SHEETi1 FOR ANCHOR TYPE MAXIMUM ANCHORAGE P R E 5 5 U R E (P5P) BASED ON 5 P A C I N G IN INCHES ON CENTER ANCHORAGE SPACING DATE:04/07/2015 162 132 108 84 60 SCALE:NA A 1 111 1111 IC In A AI B Bl C D A Al B BI C D A r67 B BI C D A Al B 1 C D DESIGN BY:PPMP SECTIONS 14 40 -- 0 40 4 0 2 -- 62 49 6 90 22 3 6 92 60 16124 7 1118177 160 4 160 0 160 1 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 124 90 124 89 160 47 160 t'26 160 125 A,B1,B2 g 6 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 124 124 4 124 TO— 1 160 l 0 160 b0 B3,B4 6 40 35 40 40 40 40 6 43 b2 62 62 62 93 52 93 93 93 93 124 124 0 40 40 40 4D 40 62 62 62 62 62 62 93 79 93 93 93 93 124 124 124 124 124 160 142 160 1'60 160 160 3 OP13 15-146 MANUFACTURE(- TYPICAL 5ECTION5 B AND c JUST SHUTTER IT INc AND ANCHOR SCHEDULE 1341 9W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 ANCHORS DESIGNED Tel.:(772)'201-9919 AS PER SECTION C Fax:(772)G73-0588 TABLE BELOW WWW.JU5MHUTTMT.COM I $ 3,3A w Q a cd " PRODUCT: La 1/1B :s �q 5UPERNOVA taoo EXTRUDED ALUMINUM ACCORDION SHUTTER It .LARGE 4 SMALL }� ANCHORS DESIGNED = � 0PTt5 NAL IMPACTED RATED g AS PER SECTION B I/1B 72,2A 11 ' u r ON TABLE BELOW z a SEC ION C z � ENGINEERING:WALL MOUNT WITH A TRACKS 0R3A ENGCO INC. 5ECTION B a HEADER OR 511E ..Ile BUILT-OUT ON ! I Pn 1/IB 5595 ORANGE DR.201 REVERSE ANGLE EMBED. DAVIE, FL. 33314 HEADER OSILL - ' •.+ "�.+�•:. Tel.:(954)585-0304 --- -._ .R._.. ..... 1 __. -• - ---•- .. '--' <: -•-- ..._ .__ .. _.. _.. ENGCOQAOLCOM ._ . reAD '/rIr/1/II/II�ry, 1/4-14XI* GR5 SDS'OR ••` ` ���/r�,. ..... •��•� ca ,.+ FiENBFL 1/4-2OX1/2' HHMS W/NUT. 3,3A ,} SPACED AT 12'OC N v Ni 2609 :i ' ANCHORS DESIGNED PER SECTION C' ON TABLE BELOW A S MAX. BLADE SPAN IN IN5kAASID y`SpONAI.ows/Isil SEE ANCHOR SCHEDULE SHEET 11 FOR ANCHOR TY MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON ENTER JUL 302015 ANCHORAGE SPACING 16 132 108 84 60 Engineer Seal IBI IC ID A Al B Bl C. D A IA1 B Bl C D A Al B 31 C D A AI B $1 C D Pedro De F:guetredo-PE 52GM 14 4 -- 40 4U 14U 140 6218 62 4 2 49 81 22 8 0 81 60 104 29 110 77 0 145 40 155 14 0 SECTIONS 12 40 -^ 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 I11 34 119 90 112 89 ]56 47 160 26 157 125 MIAMI DARE APPROVAL: B&C 8 40 26 40 40 40 40 62 2 62 62 62 62 93 39 93 87 93 86 124 1 12 11 124 111 160 71 16015611601155 PriODUC1 izeV1SDD 6 40 5 40 40 40 40 6 43 2 62 62 62 93 52 93 93 93 93 124 67 124 124 1 4 124 160 94 1 0 60 160 160 .ownplylnp with the[Tondo 4 40 40 40 40 4q 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 60 160 160 BuildloaCode AeeeplanroNo OS1 .03 ' Blq:i lon lAto�o� MAX. BLADE SPAN IN INCHES gy Mieral D uct Cn ter SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE-\ MAXIMUM ANCHORAGE PRE55UPE(P5F) BA5ED ON SPACING IN INCHE5 ON CENTER ANCHORAGE SPACING 162• 132 1 JOB I a 1 60 DATE:04/07/2015 s E E1 E El E I EI I E E1 E E3 SCALE:NA 14 40 31 62 3B 87 46 112 60 157 84 DE51GN BY:PPMF SECTIONS 12 40 36 62 44 93 54 121 0 16 9 B&C 8 40 40 62 62 93 77 124 99 160 138 6 40 40 62 62 93 88 124 113 160 IS 4 40 4q 62 62 93 84 124 108 160 151 5HEET DRAWING 8: 4OF 13 15-14G MANUPACTUREW ANCHORS DESIGNED TYPICAL 5ECTION5 D.E�GH ANCHORS DESIGNED JUST SHUTTER IT INC A ONETABLETION DBELON —� AND ANCHOR SCHEDULE AS ON TABLE PER SECTION BELOW 1341 5W S.MACEDO BLVD w PORT 5T.LUCIE F (D STANCE w (ED) EDGE FLORIDA 34983 DISTANCE Tel.:(772)201-9919 COO. Ep Pax:(772)G73.0588 6A }� IMMN.JU5T5HUTrm.COM N/LEG m 2,2A TR][WEO N g10X3/4' TEKS 6A Y/LEG PRODUCT: SECTION D AT 12' a /—TRINRED _ cawLHI INSET MOUNT W/ I NEADCRORSILL ( o = T 2 SUPERNOVA TRACK ED) EDGE AEXTRUDED CCORDION 9NUTTE RHPAR OR SILL DISTANCE ALUMINUM LARG 4 SMALL • CEay Z IMPACTED/WZETMO w W = I 1/4-14X 3/4' TEKS tr77F SPACED AT 12.13C ENGINEERING: wz ~� 1 ¢a SECTION GH ENGCO INC. t�e:1s H ADJUSTABLE MOUNT 5595 ORANGE DR.201 ANCHORS DESIGNED HEADER I SILL AS PER SECTION E V1(95)L585--0304 ON TABLE BELOW - w 3,3A 1/4-14X1' GR5 SDS OR ••••p�••ruriiiM4 1/4-20X]/2' HHMS W/NUT, 'p• E F1 a i SPACED AT 121OC ,••�. J�y "eN. �yP�s F rao 1 �R s No.' 2601 _ w wZ 11L 1/1H' �. ST +Ir 0NAL•�� ••'• MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON JUL ZOIS SHEET 11 FOR ANCHOR TYPE ANCHORAGE SPACING MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON SPACING IN INCHES ON CENTER Enjneer Seal 16 1 132 1 108 1 84 60 16212321108 4 60 Pedro De Movairedo-PE 52G09 A B C D A II C D A B C D A B C D A C D s E E E E E 27 33 -- 20 34 40 20 24 43 2 2 3 72 M951 16 28 34 41 53 74 MIAMIDADEAPPROVAL 12 30 36 -- 21 37 44 22 26 45 54 26 3 58 69 34 41 BI 97 12 37 45 55 71 99 SECTION D 8 40 40 26 32 55 62 32 39 67 80 40 8 86 103 51 61 121 145 B 40 b2 83 106 149 lRODUC7RBV15FID 6 40 40 35 40 62 62 43 52 90 93 53 6q 115 124 68 82 160 160 40 62 93 124 160 oroomplyingwi141huFlortdo 4 40 40 40 40 62 2 1 62 93 93 79 93 l2q 124 102 123 160 160 4 40 62 93 124 160 ti:dldinBCado 11 -- 22 �24 -- 2 26 -- -- 27 32 2 5 41 26 24 8 36 34 11 22 27 33 4 0 AaupineoNo 5-05 .D3 DxNu o /9 9 22 26 -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 27 33 41 5 3 SECTION E 8 25 30 -- 31 36 22 21 36 44 27 6 49 7 35 33 68 80 49 47 8 30 37 6 82 a 6 34 39 23 41 8 30 28 50 59 36 35 65 76 47 4 91 106 65 62 6 40 5 6 8 0 °I Castro4 40 40 35 62 62 45 42 76 89 55 52 97 114 70 67 ]36 160 98 93 4 40 52 64 82 115 !2 ^- �36 -_ 22 __ __ 23 27 __ -_ 29 34 22 0 4 48 30 28 2 -- 22 2 5 DATE:04/07/2015 20 -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 4] 37 9 24 30 37 47 66 SCE:041 SECTION GH a 23 -- 28 33 21 19 34 41] 25 23 44 51 33 30 61 72 46 42 B 27 34 4] 3 SCALE:4ADESIGN PPMF 630 21 37 44 28 25 46 53 4 31 5 69. 43 40 82 96 61 56 6 37 45 5 71 94 40 31 56 62 42 38 68 80 51 47 88 I03 65 60 123 144 91 84 4 38 47 57 74 103 SHEET DRAWING : 5 OF 13 15-14G MANUFACTURER; TYPICAL 5ECTION5 G,F AND 1 AND.ANCHOR 5CHEDUIf -� JUST SHUTTER IT INc 1/IB 13415W 5.MACEDOBLVD w f PORT 5T.LUCIE a x w FLORIDA 34983 w VIE Tel.:(772)20 I-9919 aw- ¢y RECE55E MNOUNT t Fax:(772)673.0588 m SILL ONLY WWW.JU5T5tiUTTERIT.COM A 10X3/4' TEKS h w T 12' oc t++o° x MIL° L•_ .:{r.ML.e:.la.'- - '�. SECTION G .a `-^;ANCHORS TYPE PRODUCT: ADJUSTABLE MOUMEDGECLEARANCE(EC) A, B, CORDSUPERNOVA INTO CONCRETE-4'(3000 P51 CONCRETE) SPACED AT 48'DC EXTRUDED ALUMINUM INTO WOOD-2 1/2'(Wi OD 5G:0.55) (EC) EnGE APPLICABLE FOR ALL LOADINTOMETAL:2°(ca3TcwX•t.atAsnnAncstt>O CLEARANCE CONDITIONS FROM TABLE I ACQOR E45MUiTF.R LARGE 4 SMALL rm .; IMPACTED RATED EDGE STANDARD LOCATION DISTANCE ANCHORS SPACED 2 ALTERNATE LOCATION AS PER SECTION G AS SPACED ENGINEERING: ON TABLE BELOW D) m AS PER SECTION Gl ON TABLE BELOW ENGCO INC.OR x Ge116 ,(E �D w -'' I/IB DAVIe,5595 rL.E33141 v� Z Tel.r(954)L585-0304 _.. ALTERNATE (ED) I a.._ ACK INS M F _.. _.. OM •- --• •' 'ATRAGK INSET MOUNT' ENGCO®AOL C EDGE DISTANCE O7 SILL ONLY x a / DE F/C�/� ANCHORS'DESIGNED r�. 1,1 8F t AS PER SECTION F Q '` ti ON TABLE BELOW No. 2609 " 4 .p4 STA OF La (ED) EDGE JUL 80 2015 DISTANCE w MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON engineer Seal SHEET 11 FOR ANCHOR TYPE Pedro OePiguevedo-Pe52609 MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 62 132 108 8 60 162 132 108 84 0 MIAMI DADS APPROVAL: 1-4 11 A B C D A 11 C 11 A B C D A H C D A B C D s E E E 16 -- -- -- -- -- 20 -- 21 25 -- -- 2 32 -- -- 38 4S 27 6 16 -- 21 26 33 46 PRODUCrREVISOD 12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 aseomplying%iththanoWn SECTION G 8 2B 33 20 20 35 4l 24 24 42 50 30 29 54 4 38 38 76 0 53 53 8 34 2 51 66 2 Bdldin@Cade 6 38 40 2 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 70 6 40 56 68 88 123 AeotptanwN°/SACS/S.o3 4 40 40 39 39 62 62 48 48 85 93 59 59 1091124176 75 153 160 106 105 4 40 59 72 93 130 IsiaVlrr ionDnto o ZeJI� 28 31 21 35 42 -- 25 42 51 23 31 55 66 29 40 76 93 41 5 16 35 43 53 68 5 MIsmlDad oduGCantral SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 68 39 53 102 123 5 74 12 40 58 70 90 1 7 G1 OR F 8 40 40 0 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 8l 11 8 40 62 93 12411601 6 4U I 40 140 14U 1 62 62 49 62 93 93 60 82 124 124 77 106 160 160 IU 148 6 4 62 93 124 160 pgTE:04/07/2015 4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 DATE:SCAL 41 NA DE51GN BY:PPMF SHEET DRAWING M: 6 OF 13 15-146 MANUFACTURER: TYPICAL HORIZONTAL JUST SHUTTER IT INC JAMB AND CORNER 5ECTIONS J OPT ZONAL 1341 5W 5.MACEDO BLVD SEALANT PORT ST.LUGE MIN. (3) ANCHORS FLORIDA 34983 ANCHORAGE TO WALLINI'l SECTION J TYPE A, B, C OR D Tel.:(772)201-9819 1S NOT NECESSARYJAMB CL05URE 4' FROMS ENDSLJN N J I Fax:(772)G73-0588 WALL MOUNT AND ONE AT MIDDLE5URE WNW.JU5T5NUTTERIT.COM UNT -1v.r CX2) NIOX1 SDS IA PRODUCT: 9 9A TOP AND BOTTOM IA TRACKS SUPERNOVA IIL� w EXTRUDED ALUMINUM If ^B ACCORDION SHUTTER LARGE i SMALL II > IMPACTED RATED or 1� 1 L___J a o ca ENGINEERING: TOP 8 BOTTOM TRACKS ENGCO INC. G6116 5595 ORANGE DR.201 DAVIE. FL. 33314 . Tel.:(954)585.0304 .__. ._... .._ .. .. ... .._. ENGC ® L COM I E pl, Ell ANCHORS TYPE A, B,'C OR D No 52609 �- SPACED AT 2410E k (ED) ED15FIl STA OFl? b• DISTANCE tb. ca 5ECTION J2 E` ",,,• e►r•� -- x ••.•a•,r.. -, JAMB CL05URE y:sip'ONA So to ' BUILT-OUT MOUNT 21 OR 11 JUL 30 2015 H10X3/4' SS SMS OR EngmeerSeal 3/16' POP RIVETS 5EGTIONJ3 Pedro DoRguemedo-PE52GO9 n lA SPACED AT 24'OC w CORNER CL05URE MIAMI DADS APPROVA4 ' PROWCI'IUIVISGD v complying with the Florida mm ' DATE:04/07/2015 SCALE:NA 1 1 7 OR 7A DESIGN BY:PPMP 1B 1B C19) PUSH BUTTON LOCK LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE 5HEET DRAWING N: 7OF 13 15-1+4G MANUFACTURER: TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INC HD LOCK 5ECTION5 L 1341 5W 5.MACEDO BLVD PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 NOTE:SHUTTER CAN BE LACKED FROM $„� WWW.JU5T5HUTTERIT.COM INSIDE OR OUTSIDE BY PLACING LOCK INSIDE OR OUT51 DE AS REQUIRED. o y LOCKSECTION L BLADE SECTION CL05E POSITION PRODUCT: J�N N�j 5UPERNOVA 'n WRUDED ALUMINUM LARGE 4 SMALL IMPACTED RATED ENGINEERING: `wo ENGCO INC. eA81t6 I I 5595 ORANGE DR.201 1H LH DAVIE, FL. 33314 Tel.:(954)585-0304 .. ... . _.... .. .. _ 8A .._ .. . . _... ENGCOa@AOL:COM ... 8 68 ''rl�lp.uina•.•y. DE p/ • COMMERCIAL MORTISE LOCK W/ EXTERIOR KEY OR THUMB TURN NO 2609 AND INSIDE .THUMB TURN ANCH13RS TYPE. �. INSTALLED ON SHAPE 8 A, B, C OR D SPACED AT 24'OC 'a { ' STA OF ALTERNATE SECTION L I SECTION L LOCK BLADE wlm TACK BLADE SECTION STAitTER BLADE SECTION 1 A EXIEpENf y OPEN P051T ION _ ...too MIL 9 0 2015 2 2 L -� s Engineer Sral L" Pedro De Piguevedo-PE 52609 MIAMI DADE APPRDVAU s PAODUCTRI(VISBD to a mmplymp with tho Florida Aeaptwiwxo�� .03 G 8xpl ton Dalo n )9 8A rr 8A—/ 8 MtoeJD ucl ntro �� 8 ) 1H DATE:04/07/2015 COMMERCIAL MORTISE LOCK W/ SCALE:NA EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF _A0 0#0)v aw INSIDE 1 / COMMERCIAL MORTISE LOCK V/ ( AND INSTALLEDONUMB SHAPER8 1B EXTERIOR KEY OR THUMB TURN LB SHEET DRAWING B: AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 8 OF13 I5-14G MANUFACTURER: TYPICAL HORIZONTAL JUST SHUTTER IT we UNIMATE LOCK SECTIONS M LOCKING PINS APPLICABLE 1341 SW 5.MACEDOBLVD ONLY AT OPEN POSITION PORT5T.LUCIE TO SECURE STACK FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-05M -ICU 7A WWW.JUSTSMUTTERfr.COM NOTE:SHUTTER CAN BE LOCKED FROM INSIDE OR OUTSIDE_BY PLACING LOCK Z to SECTION M PRODUCT; INSIDE OR OUTSIDE AS REQUIRED. c H LOCK BLADE SECTION a cLosEPo5lnoN 7n SUPERNOVA EXTRUDED AWMINUM w ACCORDION 511UTTER LARGE i SMALL IMPACTED RATED ENGINEERING: 7 OR 7A' ° 7 OR 7A ENGCO INC. GOI r6 77 Moo 7 OR 7A 5595 ORANGE DR.201 DAME, FL. 33314 TZ(954)585-0304 J _ - 1/4-20X3/47HUMBSCREW -. - - ENG OQ OL M LOCATED RDION INTERIOR OR E SIDE1/�X1 1/E PULL PIN r�i �DRILL AND OSITE A61 3 BLADE TO RSCREW INSIDE OR OUTSIDE (19) PUSH BUTTON LOCK' LOCATED ON ACCORDION �Tzr INTERIOR OR EXTERIOR SIDE, 4tj N0.52609 � ALTERNATE SECTION M I LOCK BLADE WIM F STA tV r° SECTION M i' LOCK BLADE SECTION - - STARTER BLADE SECTION OPEN POSITION 0 7 ANCHORS TYPE off$,eg JUL 8 0 2015 7 OR 7A A. B, C OR D SPACED AT i34'OC Ertgmeer Seal Pedro Dc Figueuredo-PE 52 7 OR 7A-,,,- IA 06f6VENT� MIAMI DADS APPROVAL: N PHODUCCR6V15HD r omrplyMB widrtfie FloridaBw-IdtasOode u 7 OR 7A PAw4dwaUWNeo - 1 .03 7 l 8 1H PUSH BUTTON LUCKMIaIDaa ro LOCATED ON ACCORDION 7 OR 7A INTERIOR OR EXTERIOR SIDE DATE:04/0 7120 15 SCALE:NA I I DESIGN BY:PPMP SHEET DRAWING N: 9 OF 13 15-14G MANUFACTURER: TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT 1Nc STD LOCK SECTIONS N 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0568 NOTE:5HUTTER CAN BE LOCKED FROM WWW.JU5T5NUTTERIT,COM IN51DE OR OUT51DE BY PLACING LOCK IN51DE OR OUTSIDE A5 REQUIRED. SECTION N a LOCK BLADE SECTION 6, CL05E POSITION PRODUCT; r W 6 day SUPERNOVA ti y MINUM ACCORDIOWDED N 511UttER LARGE 4 5MALL IMPACTED RATED ENGINEERING: ENGCO INC. CA.I16 1 1 5595 ORANGE DR.201 12 1H DAVIE, PL. 33314 22p Tel.:(954)585-0304 _ .. ... _. .. ._. ENGCO@}AOL.COM' 22 228 ,' r,O%�M w•• : . �• ��c Hey L i 4No 2609 's ANCHORS TYPE :* *i _•o SPACED BATC24ROC ��Z SECTION N ALTERNATE 5ECTION N I s'� ��0 R * �� LOCK BLADE PATN �•�a "'••••••»••" v IA KBLADE OPEN SECTION STARTER BLADE 5ECTION 1A EN�[1FNi � ��� ��� JUL 3 0 2015 3 2.15 Engineer Seal Pedro De P:guevedo-PE 52G09 MIAMI WE APPROVAL a lAOWCTp[fVI6BD m L�1 ad�coft - l'i- `� Acvq+LareNo 5.05 3.n3 ioal7ala��9 22A 22 D{Ym D uc Contra 1 22A-/ 1B 22B DATE:0gl07/2015 22 SCALE:NA DE51GN BY:PPMP 1 t 1H ]B 5HEET DRAWING#: 10OF 13 15-14G I MANUFACTURER: TYPICAL BLADE ASSEMBLY BILL OF MATERIAL5 JUST SHUTTER IT INc 13 1341 5W 5.MACEDO BLVD ITEM D f10N MATERIAL MANUF tR UR PORT ST.LUCIE 12 13A BLADE @ 3- ALUMINUMN. FLORIDA 34983 16 0.t9 IA COMPSTARTERTE BLADE GOG3-TG ALUMINUM NA.5.A. Tel:(772)201-9919 WTIlHIL 10 COMP05ffE BLADE 6063-T6/LIXIW N.A.5.A. i 20 14 1 C FLOATING STACK BLADE 6063TG ALUMINUM N.A.5.A. Fax:(772)673-0588 0 2 CEIUNG TRACK 6063-T6 ALUMINUM N,AS.A. WWW.JU5T5HUTTERfT.COM 16 3 I'/I/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A. 1A 1 3A 2'WALL MOUNTTRACK 6063-T6 AL MINUM N. . . LB 4 RZCES E COG-'1-TG NA.5.A. 5 RECESSED TRACK 6 -T6 AWMINUM N.A.5.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM WkS.A. GA ADJUSTABLE MALE TRACK 6063-TG ALUMINUM N S.A SUPERNOVA HEADER ;I I 7 UNIMATE LOCK BLADE W/O LP 606346 ALUMINUM N.A.5.A. 7A UNIMATE LOCK BLADE Wi LP 6063-TG ALUMINUM N.A.5.A. EXTRUDED ALUMINUM - 0.14 8 HD FEMALE LOCK BLADE 6063 T6 ALUMINUM N.A.5.A ACCORDION SHUTTER 8A ND MALE LOCK BLADE 6063 TG ALUMINUM N. .5 A. LARGE 4 SMALL BL-IIIADE I0X3'KiiW 88 HD ADAPTOR RM G063-TG ALUMINUM N.A.5A. IMPACTED RATED 410 5 SCREW 9 1'JAMB CL05URE GOG3-TG ALUMINUM N.A.5.A. 4105TAINLESS STEEL 9A 2'JAMB CLOSURE 6063 TG ALUMINUM N.A.5.A. O 14-2X ANGLE G063 TG ALUMINUM N.A.S.A. I 1/8.2XANGLE 6063-TGALUMINUM N.A.5.A. ENNGINEERIIN� C. G: 12 0,19 WIIEEL CARRIER PLATED STEEU NYLON N.A.5.A. GS116 SILL 13 M 10X3'1h BLADE SCREW 410 5TAJNLF55 STEEL N.A.5.A. GC ENO IN . G ORANGE 201 p I�i 13A 81 OX2'HH BLADE SCREW 41 O BTAI LLE55 STEEL N.A.S.A. 14 0.44'DIAM.FLAT WASHER STAINLE555TEEL N.A.5.A. DAVIE, PL. 33314 a __ 15 OA 0 x 0.93'BUSHING NYLON N.A.SA. 'Tal.:(954)585-0304 1 16 0.46'0 x 0.65 WHE0.BUSHING I NYLON N.A.5.A. '' ENGCO AOL.COM 14 1 B 14 19 PU5H-BUTTOM LOCK 20 112N SAW WHEEL SPACER NYLON N.A.5.A.is A�NA�aii� 15 Wlakk 21 1/IG IX2 IX25 IX4 1.5X3/WGLg 6063-TS ALUMINUM A. �t°! F 0.14 •. • �• � 13 L3A 22• 5TD FEMALE LOCK BLADE GOG3-TG ALUMINUM N.ASN.A,S. .A. �O�Q ���•y 13A-B I OX2'HH 22A,' STD MALE LOCK BLADE GOG3-TG ALUMINUM N.A.5.A. ��',v '�y\GIEBBp�� L BLADE SCREW 2213 STD LOCK KEEPER 6063 TG ALUMINUM N.A.5A'• Q 1 } . 410 STAINLESS STEEL NO:52609 0.500 o.4 Q 390 a 4 �0 ATATE OF o �4V 0.390 ,`�-, Q 44 0.03 0.310 -- 7- JUL 8 0 2015 n wbml o i0 2 14-0.03'X0.44'0 o ® w " Engineer Seal d o STAINLESS STEEL d d d PrJirD Da PI credo-P@ 52609 FIAT WASHER ANCHOR 5CFIEDULE �' 16-.4G'0 X.65' 15-.46'O X.93' MIAMI DARE APPROVAL. 0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION FMB E.D. 20-1/2'0 X 0.3G' A 114'ITWTAPCON INTO 3000 P51 CONCRETE 1.75 3.0 PRODUC!'RBVISBD NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 *a oompi1'SIL with the FTudd• SPACER A l I/41 CLWTAFCON IRTO CONCRfM BLOCK 15 3.0 Building ng Coded r e o3 14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 o Date )q 13 I -20X I ALL POINT5 5OUD-SET INTO 3. RETE KSI CO C 0.875 3.0 B I I -20XI ALL POINTS 50UD-5ET INTO CONCRETE BLOCK O 3 By C 1 °WOOD LAG SCREW INTO G 1.5 1 0 M(w ad Control 12-WHEEL CARRIER D 1/4'-14 SELF DIZILUNG SCREWS INTO I/8`STEEL OR ALUMINUM 0.75 STAMPED 55 WITH --- p NYLON WHEELS E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0 r01.. E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLACK(2000 P51) 1.25 3.0 DATE:04I07/2015 NOT : ED,EDGE DISTANCE SHALL BE WYOND WALL DRESSING SCALE:NA 10 EMMEM9 IVIDITSKULL BE BEYOND WALL DRESSING DESIGN BY:PPMP to IM'TAPCON.1/4•CREIE-PIER,f 14 WOOD SCREWS CAN Be U50 IN REPIALE Or I/4'LAG 5CRNS9 d H1.24 SHEET DRAWING 1/: 1 I OF 13 15-14G SHUTTER COMPONENTS MANUFACTURIR 4.56 3 92 JUST SHUTTER IT INC 4.54 44.08 3.23 OL46 � 4.09 1.24 1.99 ORT91341 NT/IUCIE 5. ACEDOBLVD o 0.97 o FLORIDA 34983 q d od o Tel.:(772)201-9919 d 21 d Pax:(772)673-05M Oy 1.23 1.48 oL d WWW,JUS1*5HUTTERIT,C0M O• n� I B.COMPOSRE 2.04 m I-0.05"ACCORDION BLADE ALUMINUM/LWM BLADE d LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP T- 1.45 d AS PER NOA 13-0717.01 7-UN MATE W/O UP LOCKING BLADES 0.41 XL102UV LOCKING BLADES PRODUCT. I A-5TARTM BLADE 2.31 SUPERNOVA 1.83 1.77 0.51 51 a:-d m m mPJCTRUDED ALUMINUM 4.61 `-' m 4 01 0. n4.08LSG d ACCORDION SHUTTER gyp• d Im jA LARGE 4 SMALL in q IMPACTED RATED 80-ADAPTOR RLLPR I C-0.05'FLOATING STACK BLADE a of m y of ei'" 1.99 o ni USE WITH 8 AND 8A ENGINEERING: ENGCO INC.2-INSET TRACK W/RG FI1PTIf1NA4 d o 3.00. CAa1lt HEADER!SILL MOUNT 9.64 5595 ORANGE DR.201 a l3 2.1-INSET TRACK W/O RG O-. 8A.MALE NO O.OB 0,60 DAVIE. PL. 33314 LOCKING BLADE Tel.:(954)585-0304 ALTERNATE CALK - -� HEADER/51LL MOUNT - 8-FEMALE HD ENGCOQAOL.COM END ICABLE 7 LOCKING BLADE .._. .. .. . m yl,Il-1 TRALICA3. at �- 3�83 1FA0(5 3.3.1 p ti� `" �' 5-RECESSED TRAGIC d/Irarru'uE r 'h''OrS .3A AM 31L I -1 0,(04�' n SILL MOUNT ONLY .. + c R.60 et ��� +��"Ejyg��/y a lD 93 0O.� a vs D.i7 No. 2609n0. ST 1.65 r2. 0.61I d 0.07 L N 0.06 d a.eN FO .. •n• �' �i '� 98-NO JAMB CLOSURE •S�1PS�µ" ..... 3A-2'BUILD-OUT TRACK OPTIONAL d d d U9 d 0.06 -L HEADER/BILL MOUNT 0. 6 C) rtihrunonlrPr OR =' 3A.I-2'BO TRACK W/O 228-LOCK KEEPER INSERT 2.70-� .58 0.61 RAIN GUARD(RG) 22-FEMALE 5T0 22A-MALE 5TD 9-V JAMB CL05UFZ JUL it 0 2D15 0.07 LOCKING BLADE LOCKING BLADE N Engmeer 9er1 3-1'//JJ'BUILT-OUT TRACK OPTIONAL HEADER/SILL MOUNT p Pedro De guevedo- 5 01125 3.70 MVMI DADEAPPROVAL 3.1-1'//}'BO TRACK Wi0 0•25 9A-2'JAMB CLOSURE RAIN GUARD(RG) 2.43 2.07 - �-• PRODUCYROVISLD 0 86 O. i.9! 0.06 09 as cmplyingwidt the Flmddn 0.6 L � 6Uildina Cod® Aaeplmteo No rS. 13,03 1 gF zT M X Lpt Date o /9 0.86 FT 0.61 d' rni °� d 3:� 0 0 91 2 DE CL05URE USE O L �Y ci d o 1 0 0 p o 4 GOG3-T5 ALUMINUM ALLOT' Mhvn1 Conhe d ni Ui ni vi SIDE CLOSURE USE ONLY a d 2.09 0,07 2.23 0•07 2 63, DATE:04/07/2015 „1 SCALE:NA T GA-ADJUSTABLE MALE DESIGN BYl PPMP 0.95 1,13 1.29 6-ADJUSTABLE FEMALE HEADER/SILL MOUNT 'I 3,37 HEADER/SILL MOUNT �---2.0� 2.0---� 1 4-'n TRACK 1-I I SHEET DIRAMNG#: SILL MOUNT ONLY 11-1/8'THICK ANGLES 10-1/4'THICK ANGLES r 1' OR 1.5'�j 12 OF 13 15-14G 60G3-TG ALUMINUM ALLOY WG3-TG ALUMINUM ALLOY MANUFACTURER: SECTION X JUST SHUTTER IT INc TRACK 2 OR 2A INSET MOUNT SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD BETWEEN WOOD TRUSSES PORT 8T.LUCIE PLORIDA 34983 Tel.:(772)201-99 19 Fax:(772)G73-0588 WWW.JUST5H UTTERIT,COM 0.63 0.62 �5,00� 1.25�1,25 1.25 a (4 PER RAFTER) PRODUCT: 1/4'X 2 1/4 FH TAPCGNS d WITH 2' MINIMUM 1/4X5'COGS-T6 ALUMMUM PLATE SUPERNOVA PENETRATION INTD WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE a SMALL 5.00 IMPACTED RATED m Cd 1/4'X5' OR 1/H-XS' 6063-T6 dT I ��N�w ; _ 2,2A ALUMINUM PLATE SECURED TO I o = RAFTERS AT MAXIMUM 24' 13C 0 SEE TABLE BELOW FOR SHUTTER =GOG3-TG 7ANGLE ENGCo INC20�„alls SPAN & PRESSURE 5595 1/ (j DAVIE, FL. 33314 1/4'-14X 2- SELF DRILLING SCREWS ,.- Tel.:(954)585-0304 SEE SHEET 5 MOUNT TYPED ENGCO AOL.COM wy ANCHOR TYPE•D FOR ANCHOR SPACING 1 �� 1/IH es E F/ �•b s.op --, * No. 2609 k e c� s s 8TA F � 1/89(5'GOG3-TG ALUMINUM PLATE S� t[pR 0�r p` ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 s:Cs� ...""" . FOR SECRON X WITH I!4'ALUMINUM PLATE FOR SECTION X WITH 1/8'ALUMINUM PLATE :,/ONAL ,a •••n.r...ar BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED S.00 SPAN PRE55URE PS SPAN- PRESSURE P5F JUL 80 20A IN BLADE I BLADE I B IN BLADE I BLADE 1 B -L—cu Engineer yl GO ±159 ±159 GO ±99 ±99 d 1 Pedro De P otoredo-Pr 52 72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o0 84 ±1 13 ±1 13 84 ±71 ±71 I/B'X29(5'COGS-TG ALUMINUM ANGLE ni MIAMI DADS APPROVAL. 90 ±10G ±10G 90 ±6G ±GG 108 ± 88 ± 88 108 ±55 ±55 iRODUC1Rt3NSOn 126 ± 68 ± 68 122 ±47 ±47 aseonglying with the Plot(tb 132 ± G2 ± 61 132 ±45 ±45 BtlLWiF6CDd0 144 +48,-52 +45 47 144 ±41 ±41 AaoeptattceNo 162 +30,-40 +28,33 I 162 ±30 t28,-30 0/4 1By MIQa f]tWo uuC Cowo NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015 SCALE:NA DESIGN BY:PPMP 5HEEF DRAWING M 13 Of 13 15-14G