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REV-03-23-823Miami Shores Village RECEWED Building Department MAR 30 Z023 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: 9& Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (F��BC 20 BUILDING Master Permit No. J\o- O'j -ZZ- Zz3o PERMIT APPLICATION Sub Permit No. RLV-03-Z-3-82-3 QBUILDING ❑ ELECTRIC ROOFING Q REVISION 0 EXTENSION DRENEWAL F-JPLUMBING MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 636 NE 105 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2231-012-0150 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): CESAR & KENDRA BORJA Phone#: 703-945-3172 Address: 636 NE 105 STREET City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email: kendra.boda@gmail.com CONTRACTOR: Company Name: ORONI, INC Phone#: 305-685-0412 Address: 14040 NW 6 COURT Email: ORONIOFFICE@GMAIL.COM Qualifier Name: ORLANDO IGLESIAS Phone#: 305-685-0412 State Certification or Registration #: CBC1251654 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone# State: _Zip: Value of Work for this Permit: $YJ'Of` " Square/Linear Footage of Work: Type of Work: ❑ Addition © Alteration ® New ❑ Repair/Replace ❑ Demolition Description of Work: REVISE BUILDING PERMIT SCOPE TO INCLUDE INSTALLATION OF (4) NEW SKYLIGHTS BETWEEN EXISTING TRUSSES; NO ALTERATION TO EXISTING TRUSSES; ALL STRUCTURAL MEMBERS TO REMAIN AS IS; SKYLIGHTS N.O.A. INCLUDED WITH THIS APPLICATION AS WELL AS A WINDOW PERMIT APPLICATION Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee structural Reviews $ DCA Fee $ Training/Education Fee $ DBPR $ Notary Double Fee $ P&Z Review $ Bond $ TOTAL FEE NOW DUE $ cz (Revised04/05/2022) Bonding Company's Name (if applicable) Bonding Company's Address N/A city State Mortgage Lenders 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 conttnxtion lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturey_�'�y�yy �. i_ Signature OWNER or AGE�-NT CONTRACTOR The foregoing instrument was acknowledged before me this day of 14 20 Z Z by who is personally known to me or who has produced /-I-- 'P li as identification and who did take an oath. NOTARY PUBLIC: EMMANUEL ORDAZ Sign: ✓ Public -State of Flonda E Commisswi fires PrinT. Commission Exp Seal. - Septem The foregoing instrument was acknowledged before me this � r day of 20.. by d L who is personally known to me or who has produced identification and who did take an oath. as NOTARY PUBLIC: EMMANUEL ORDAZ Notary Public -State of Florida Commission 8 HH 42811 Sign: %` Commission Expires ' September 15, L024 Print: Seal s���;asir�t►iYatt�tttW�Ytki�sY►�k01«� Ylf�ti♦4tk�tti4R4ly4Nh+Y4�YY�Ybif SttYtMtkt�l�F«6iYY�kYYRY0RYY4i6Y6kttf4» APPROVED BY Plans Examiner Zoning Structural Review Clerk (RewsedW05120221 RECEIVED MAR 3 0 ZOZ3 sC 1(1 �4� CITY COPY Miami Shores Village Building Department Zoning Dept. Date--� Building Dept th all td rY _j Subject to comp lance with all fed ral, State and Cyy{{� my rules and regulations. Permit# KFV—U3—Z�—£sZ3 W-5-03—Z3 _ zZ RRIM+xr e[arooM iA ILV RO 4 �t16 J HAl1 CINING�I �' REVISION COMOMME EMNEWNO PAMEMHIP w-, �� CA►3MI r)ouWw fl Timmmq P.E FLPE 09B� • Client: Oroni Inc. Sheet: 1 of 1 • Project: 636 NE 105 Street Date: 5-9-23 • Miami Shores, FL Engr: DT • • MAY 18 2023 , qp MyAt- - - — - B T/ .5- Ai O: N9 39259 No - 9- i 3325 DOUGtA�B: TIMMONS cn _ F-L P-.E - :�O'.. STATE OF STATE ` •� OF °�' P. MAY 15 2023 = �.� �i,Ccsi �ORIV.• ��� i,Fs '�ORIDP •�/% +nnnnn COMEMME EmNEANG PmTNEiBHIP 1Smxwrw2Ma 1P92,$.N.114 Court AIIerN, P.orgo99178 � � wea= CA i92677 DW.4m fi TlmmonS• PA RPEOSBM • Client: Oroni, Inc Sheet: 1 of 1 • Project: New Skylight Date: 5-15-23 • Engr: DT • • Index to Calculations Misc Calculations — pl Wind Loads- pp2-3 I am signing and sealing the index to the calculations sheets listed on this page in compliance with section 61 G115-23.002(2) (b) of the Florida Administrative Code. VFO W OqT E DOUGLAS B. TIMMorVS FL P.E. 39259 MAY 15 2023 Commmm Ems Pew ,, Mr, FM =7s =99=== CA #Nml Do Wn B.'Hatm0 m P.E. FL PE #N= • Client: Oroni, Inc Sheet: 1 of 1 • Project: New Skylight Date: 5-15-23 • Engr: DT • • Check load on skylight Uplift 50.2 psf area of sky light = 1.33.3.5 = 4.655 sq ft total load = 4.7.50.2 = 235.94 ibs 4 - A34 clips - 236 =50 Ibs per clip ok 4 check screws at 8.5" o.c. 5 per side = 236 =23.6 Ibs per screw ok. 2.5 MecaWind v2422 Developed by Meca Enterprises Inc., www.mecaenterprises.com Copyright @ 2023 Calculations Prepared by: Calculations Prepared for Client: Oroni Inc. Date: May 15, 2023 Description: SkyLight File Location: Z:\Cornerstone 2023\meca wind\project files\oroni skylight.wnd General: Wind Load Standard = ASCE 7-16 !Basic Wind Speed = 175.0 mph Exposure Classification - C IRisk Category - II Structure Type - Building IDesign Basis for Wind Pressures - ASD Dynamic Type of Structure Flexible !Natural Frequency of Structure, = 1.000 Hz Structural Damping = 0.0100 !Simple Diaphragm Building = False MWFRS Analysis Method - None IC4C Analysis Method = Ch 30 Pt 1 Altitude above Sea Level = 0.000 ft !Base Elevation Of Structure = 0.000 ft MWFRS Pressure Elevations = Mean Ht !Topographic Effects = None Show Base Reactions in Output = None !Override Directionality Factor Rd True Manually Specified Directionality Few 0.8500 !Override the Gust Factor G = False ctor Rd Building: Roof - Roof Type - Hipped ':.Encl = Enclosure Classification = Enclosed Help - Help on Building Roof Type - Help .Pitch Pitch of Roof = 3.0 :12 e - Slope of Roof - 14.04 Deg lRsr - Ridge Height - 15.250 ft Eft = Eave Height - 9.000 ft jW = Building Width = 50.000 ft L - Building Length - 100.000 ft )HipLen= Ridge Hipped Length = 20.000 ft EndSlo- Hipped End Slope of Roof = 8.88 Deg 10H - Type of Overhang = None pe Par Parapet Porosity = None :HTOV.. = Override Mean Roof Height = False Htmyn = Mean Roof Height = 12.125 ft IRAover = Override Roof Area = False Exposure Constants [Table 26.11-1): a - 3-s Gust -speed exponent - 9.500 N = Nominal Ht of Boundary Layer = 900.000 ft 8 - Recipicol of a = 0.105 ft lb = 3 sec gust speed factor - 1.000 am - Mean hourly Wind -Speed Exponent = 0.154 1bs = Mean hourly Windspeed Exponent = 0.650 c = Turbulence Intensity Factor - 0.200 [E = Integral Length Scale Exponent = 0.2000 Components and Cladding (CiC) wind Loads par Ch 30 Part 1 Root i Wall Roof not Shown Walls h/W - Ratio of mean roof height to building width h/L = Ratio of mean roof height to building length h = Mean structure height K. 2. 01•(15/Zg) (Table 26.10-1) Rat = No Topographic feature specified Rd = Wind Directionality Factor Manually Specified by Designer = 0.243 = 0.121 12.125 ft 0.849 1.000 0.85 +GCPi = Positive Internal Pressure for Enclosed [Table 26.13-1] = +0.18 -GCPi - Negative Internal Pressure for Enclosed [Table 26.13-1] = -0.18 LF - Load Factor based upon ASD Design - 0.60 qh - 0.00256•Kh-K,-x,-Ke-V2-LF [Eqn 26.10-11 - 33.94 psf Ke = Ground Elevation Factor:e 0.0000362•zg [Table 26.9-11 = 1.000 LED - Least Horizontal Dimension: Min(B, L) - 50.000 ft ai - Min(0.1•LHD, 0.4•h) - 4.850 ft a - Max(al, 0.04•LHD, 3 ft [0.9 m]) = 4.850 ft h/B - Ratio of mean roof height to least horizontal dim: h/B - 0.243 Wind Pressures for CLC Ch 30 Pt 1 Roof s Wall All rind pressures include a Load Factor (LF) of 0.6 Description Zone Width Span Area 1/3 Figure GCp GCp p p Rule Max Min Max Win ft ft ftZ Psf pat skylight 1 1.3303.500 4.66 No 30.3-2E 0.700 -1.300 29.87-50.23 Area - Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp External Pressure Coefficients taken from Figures 30.3-1 through 30.3-7 p = Wind Pressure: gh•[GCp-GCpi] ([Eqn 30.3-131 * Per ?ara 30.2.2 the Minimum Pressure for CSC is 9.60 psf [0.460 kPa] (Includes IF) ERP. F N93g. SELF - FLASHING DADE (SFGDADE) DATE: 3/8/23 MODEL: SFGDADE - QTY: 1 R.O.: 22 1/2 X 46 1/2 FRAME COLOR: BRONZE GLAZING COLOR: BRONZE/LOE CLEAR APPLY SEALANT SEMEN LIGHT FRAME AND CURB, BY OTHERS LIGHT FRAME ISTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE 3/16'MAX. RIGID SPACER-1 SEE ITEM JIN 11 / O8 CURB FLASHING, FINISHING AND ANCHIX{AGETGETO ROOF ASSEMBLY MAY VARY AND 15 SUPPLIED BY OTHERS. 2X6 NOMINAL WOOD CURB 5HOWN. ROOF ASSEMBLY BY OTHERS - - - DISTRIBUTOR: JOB NAME: LOCATION: DIMENSIONS APPROVED BY: P.O. # : DATED: � GLAZING DETAIL PVC CONDESATION GUTTER \ #8 X 1 1/4" FH SELF - DRILUNG SCREW �\ SPACED 31/2'FROM EACH ENDWITH TWO ADDITIONAL SCREWS EQUALLY SPACED,TYR ALL SIDES DESIGN PRESSURE RATING POSITIVE +60 PSF NEGATIVE fi0 PSF LARGE MISSILE IMPACT MADE IN THE U.SA PH: 1-800-233-0076 FX: 305-891-2080 W WW.LAZERM FG _COM ..8-9 X ..0-Z Joap aJnnol plod Ag ..8-9 x ..9-Z joop japnol •pio; 6g r ..9-9 x ..8-Z aoop paoo m01104 Bulging (D DL "JIV - 141 HE= Sid e na tib MIAMFIADE APPiROVED L!_ vATC 2� MIAMI-DADE COUNTY �' _____MO))UCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadepov/economy/economy Natural Light Energy Systems, LLC DBA Kennedy Skylights 5294 Tower Way Sanford, FL 32773 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: Series ICMG Aluminum Skylight APPROVAL DOCUMENT: Drawing titled "ICMG Subframe Plan, Deck Plan, Skylight Plan and Skylight Section', sheets 1 through 4 of 4, dated 07/01/10, prepared by James David Wells, Jr., P.E., signed and sealed by James D. Wells, Jr., P.E., on 02/03/17, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by 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 and 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 revises & renews NOA #19-0313.08 and consists of this page 1 and evidence submitted pages E-1, E-2 & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy/^A. Makar, P.E., M.S. / „/ �, X"Gf� NOA No. 20-0722.06 V nanHwnoseouLam// Expiration Date: 09/22/2025 OI /Z$/ZaZi Approval Date: 01/28/2021 Page 1 Natural Light Energy Systems, LLC DBA Kennedy Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0922.16 A. DRAWINGS 1. Drawing titled "]CMG Subframe Plan, Deck Plan, Skylight Plan and Skylight Section ", sheets 4 through 4 of 4, dated 0710112010, prepared by Kennedy Skylights, signed and sealed by James D. Wells, Jr., P.E. B. TESTS "Submitted under NOA # 09-0630.09" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Series ICMG Aluminum Skylights, prepared by National Certified Testing Laboratories, Test Report No. 210- 3041-1,2, dated 1010512004, signed and sealed by Gerald J. Ferrara, P.E. C. CALCULATIONS "Submitted under NOA # 09-0630.09" 1. Anchor calculations prepared by J & L Wells Consulting LLC, on 0810412010, signed and sealed by James D. Wells, Jr., P.E D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-1105.08 issued to Cardinal LG Company for their "Cardinal Sea -Storm PET Glass Interlayer ", approved on 0211212015 and expiring on 0111312016. F. STATEMENTS L Statement letter of code conformance to the 5rh edition (2014) FBC issued by J & L Wells Consulting LLC, dated 0911512015, signed and sealed by James D. Wells, Jr., P.E. 2. Statement letter of no financial interest issued by J & L Wells Consulting LLC, dated 0911512015, signed and sealed by James D. Wells, Jr., P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0722.06 Expiration Date: 09/22/2025 Approval Date: 01/28/2021 E -1 Natural Light Energy Systems. LLC DBA Kennedy Sky= NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 16-0329.08 A. DRAWINGS 1. Drawing titled "ICMG Subframe Plan, Deck Plan, Skylight Plan and Skylight Section ", sheets 1 through 4 of 4, dated 0710112010, prepared by James David Wells, Jr., P.E., signed and sealed by James D. Wells, Jr., P.E., on 0210312017. B. TESTS 1. None. C. CALCULATIONS "Submitted under NOA # 09 0630.09" 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the Yh edition (2014) FBC issued by J& L Wells Consulting LLC, dated 02103117, signed and sealed by James D. Wells, Jr., P. E. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0313.08 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6' edition (2017) FBC issued by J & L Wells Consulting LLC, dated 10123117, signed and sealed by James D. Wells, Jr., P.E. elmy A. Makar, P.E., M.S. Pro&uct Control Section Supervisor NOA No. 20-0722.06 Expiration Date: 09/22/2025 Approval Date: 01/28/2021 E -!L Natural Lizht Energy Systems, LLC DBA Kennedy Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 2 h edition (2020) FBC issued by J & L Wells Consulting LLC, dated 0810112020, signed and sealed by James D. Wells, Jr., P.E. Ll � 'I . 4L�" Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0722.06 Expiration Date: 09/22/2025 Approval Date: 01/28/2021 E3 I NOTE: (1) ALL ROOFING DETAILS SHALL COMPLY WITH 5TH EDITION (2014) FLORIDA BUILDING CODE. (2) 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACES IS FOR SHINGLE OR B.U.R. WITHOUT INSULATION. FOR INSULATION AND TILE ROOF ADD TILE HEIGHT ; AND INSULATION THICKNESS TO 4". (3) ANCHORS TO BE MADE FROM NON —CORROSIVE MATERIAL COMPATIBLE WITH ALUMINUM. (4) NO ONE—THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. (5) TESTED TO PA 201t PA 202, AND PA 203 3.25o tr cc � tc cc ! i I I I i Oxal F'U!7'READ =F— TAPPING SCRW I TEST MODEL ICWG 4648-------- _—.. I I I i � ZO-_ ZZZ.o6 °q ZoZ S I 10 lo 10 DE51GN PRE55URE RATING ± GO P5F LARGE MISSILE IMPACT RE515TANT PRMUCt REMM — 3 Zq.o8 eLo FASTENER SCHEDULE — SKYLIGHT FRAME TO WOOD SUB —FRAME �3Z13'i� FLAT HEAD =F TA"ING SCREW MODEL QTi' PER LONG SIDS 07. PER SHORT SIDE 4646 6 8 3046 6 4 3030 4 4 2268 8 3 2840 8 3 2230 4 3 222E 3 3 1446 6 2 1430 4 2 14Z2 3 2 1414 12 12 ►•��rut;cT REvlst:ll ru crrtt,^iyiag with cbe Acctx�, no 4 - 0313. 08 t3y 111 M R:i.:t .t111 Ot = PM rmea Xum awkwa of 8eca+T ltsmo A lbu � Pt d LigM Ea w Systems, LLC 1 Rofanbww r a& 8=0 i . L rdb uc kD4 PLAN = etSUBFRAME � RV '� ° ,rase s Ot `t �.e. ► 57.500 UNIT DIMENSIONS .5.000 . 8.500 8.500 8.500 8.500 8.500 aw's. I J 1050 MODEL LONG ME SHORT SIDS 4648 57.5 57.5 3046 67.5 41.6 /ICXI AYN 3030 41.5 41.5 2269 80.5. 33.5 ZZ46 57.5 33.5 2230 41.5 33.5 ai C13 2229 33.5 33.6 Id Ctlr-14� irL Nor,-" 1448 57.5 25.5 1430 41.5 25.5 tiv, we 1428 33.5 25.5 - I cd 1414 25.5 26.5 #8x1j MODIFIED TRUSS I HEAD scR9ws PRCDt:Cr REVLWD a lz FASTENER SCHEDULE- Bdw�n ki 1. =16-cat cc CURB TO DECK a ...... 12 #Ozl%' DRYWALL SORM rz to MODEL Qff. PER LONG QTY. PER a SWE SHORT SIDE DE51GN PRESSURE RATING t GO P5P LARGE MISSILE IMPACT RE515TANT FASTENER SCHEDULE - SKYLIGHT TO CURB ,08xl%' PMUIPS MUSS READ 3CREH�S MODEL MD PER TANG PER BMRT SIDE 48" 4 4 3046 4 3 3030 3 3 2268 6 3 2248 4 3 2230 3 3 2222 3 3 1446 4 2 1430 3 2 14U 9 12 1414 E 12 f3uldin� G•,L• �p � ? e Z o n •�n of FRDD=UEVISED 0 curoft aids dm Florid A �rroi� c3 Z o8 �a 4 ZOZO ! tm DRRJNW P88PAM FOR: ! 1la mm amsbow at sk=* cm Di. P�_hi , Prout uxaruw pra Natural Light Energy Systems, LLC SKYLIGHT P!A!V` uc ° p f�® c+ aeaaof�aa men �" T3of 4 NOTE: CURB SUPPLIED/ INSTALLED BY OTHMS. (APPROVED BY MW E—DADS COUNTY) CONTMOUS RE ii, SEE TABLI SEE I aoc EXTRUDED ALUIaM IBXII' PBUIJPS TI SEE TABU SEE P SHIM AS NEED .060' CON77NUOUS AL /Sxlj' S MODMED TRUSS htE DACRU5. SEE PLAN FOR SPACYG. TRUSS. DBANUM PJ CR4M FM Natural Light Energy Systcma, LLC r ICMG �m . a..c � u. r o r.. ri SKYUGN7 SEC77ON a y ..and s 4o( 4