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WS-14-1408Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223876 Scheduled Inspection Date: December 16, 2014 Inspector: Rodriguez, Jorge Owner: LOURDES STEPHEN, MICHAEL n� �ruwncc Job Address: 124 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: HORIZON WINDOW CORP sunning uepartment comments Permit Number: WS -7-14-1408 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060132690 Phone: (786)298-6941 WINDOW AND DOOR REPLACEMENT 5 FRENCH Infractio Passed Comments DOORS AND 15 STORE FRONT DOORS I INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-215116. Not ready Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 15, 2014 For Inspections please call: (305)762-4949 Page 17 of 51 13 9� Miami Shores Village JUL 01 2014 Building Department . 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20/0 BUILDING Master Permit No.w- -5- PERMIT PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I. -Z4 roe_, al (9 5x City: Miami Shores County: Miami Dade Zip: 3-61-216 Folio/Parcel#: ( ! - 32®10 -0I 3 - 2!0'e0 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: NO c FFE: OWNER: Name (Fee Simple Titleholder): �s�\ �J `� p� Phone#: ('50< 33 k,. - 7>9 03 Address: I 'Z -`F --*1 q-- Ch (,p Sk City: V_k to State: L Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: \z �� v Phone#: i3®�� 3(,,4 _g ci 2 Address: 335p �,J 17" City: �� c�� —State: Zip: 3 01ZQualifier Name: SQc�` �2_ Phone#: State Certification or Registration#: Certificate of Competency#: 0$13'oOO ZZ'S DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 21 (0q. � �' Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace \ ❑ Demolition Description of Work: Specify color of color thru tile:, Submittal Fee $ Permit Fee $ Scanning Fee $ 3 CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ ji TOTAL FEE NOW DUE $ _ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat a Signature OWNER or AGENT CONT CTOR The foregoing instrument was acknowledged before me this day of1� June 20 I q , by U i c.h a �, I i u c%iQdp Svho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print:p W COAAMISSION #FF028M Seal: EXPIRES: JUN 21, 2017 P Bonded through 1st State Insurance wwwwwwwwwwwwwwwwwwwwwww APPROVED BY (Revised02/24/2014) rr� The foregoing instrument was acknowledged before me this ® day of _ \�' 20 , by �� t---2 //`/ � . who is personally known to as me or who has produced identification and NOTARY PU take an oath. Print !9?T rc-xlz�7��w Seal;.""""•., KATIA PEREIKA � tt`Rv PV9 �i Notary Public - State of Florida • My Comm. Expires Jan 24, 2015 Commission # EE 57659 Plans.Examiner Structural Review as Zoning Clerk FRANCISCO HERNANDEZ, P.E. By Date Sheet 10f 5614 Everhart Manor Ln FH 1 06/25/14 2 2 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOAD SUMMARY MARK WIDTH HEIGHT AREA ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCP GCP GCP GCP WL WL WL WL POS. NEG. POS. NEG. POS. MEG. POS. NEG. IN IN SF PSF PSF PSF PSF A(SF) 103.25 83.25 59.69 0.89 -0.98 0.89 -1.16 36.22 -45.44 B(SF) 20.75 78.75 11.35 1.00 -1.10 1.00 -1.40 40.10 -53.70 C(FD) 63.75 78.75 34.86 0.92 -1.02 0.92 -1.24 37.49 40.79 D(SF) 21.00 78.75 11.48 1.00 -1.10 1.00 -1.40 40.10 -43.50 E(SF) 20.75 79.25 11.42 1.00 -1.10 1.00 -1.40 40.10 -43.50 F(FD) 63.75 79.25 35.08 0.92 -1.01 0.92 -1.23 37.31 -40.59 G(SF) 31.75 79.25 17.47 0.98 -1.08 0.98 -1.35 39.25 -42.65 H(SF) 20.75 80.75 11.64 1.00 -1.10 1.00 -1.40 40.10 .43.50 J(SF) 22.50 80.75 12.62 0.99 -1.09 0.99 -1.38 39.70 -43.08 L(SF) 22.00 80.75 12.34 1.00 -1.10 1.00 -1.40 40.10 -43.50 M(SF) 22.63 80.75 12.69 0.99 -1.09 0.99 -1.38 39.70 -43.08 O(SF) 35.00 80.75 19.63 0.96 -1.06 0.96 -1.33 38.85 -42.23 P(SF) 46.50 80.75 26.08 0.94 -1.04 0.94 -1.28 38.04 -41.40 RI (FD) 34.00 80.75 19.07 0.96 -1.06 0.96 -1.33 38.85 -42.23 R2(SF) 23.50 80.75 13.18 0.99 -1.09 0.99 -1.38 39.70 -43.08 R3(MULL) 28.75 80.75 16.12 0.98 -1.08 0.98 -1.35 39.25 -42.65 S(FD) 72.00 79.75 39.88 0.91 -1.01 0.91 -1.22 37.13 -40.39 T(SF) 72.25 83.75 42.02 0.91 -1.00 0.91 -1.20 36.95 -47.06 U(FD) 63.75 80.75 35.75 0.92 -1.01 0.92 -1.23 37.31 -40.59 WIN FRANCISCO HERNANDEZ, P.E. By Date Sheet 10f 5614 Everhart Manor Ln FH 1 06/25/14 1 2 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOAD CALCULATION FOR COMPONENTS AND CLADDING WIND LOAD FOR WALLS PER ASCE 7/10 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET ( CHAPTER 30, PART 1 LOW-RISE BUILDINGS) B = MINIMUM WIDTH (FT) = 66.83 H = MEAN ROOF ELEVATION (FT) = 11.21 V= WIND VELOCITY (MPH) = 175 EXPOSURE CATEGORY = RISK CATEGORY = II Kz= EXPOSURE COEFFICIENTS Kzt=TOPOGRAPHIC FACTOR = 1.00 Kd=WIND DIRECTIONALITY FACTOR= 0.85 DF= ALLOWABLE STRESS DESIGN FACTOR = 0.6 qz = VELOCITY PRESSURE = 0.00256 x Kz x Kzt x Kd x (V^2) x DF = 33.986 PSF CPI COEFFICIENTS = + / - 0.18 a= ZONE 5 EXTENSION ( FT) = 4.48 SMALLER BETWEEN: a=0.10 B= 6.68 AND a=0.4 H= 4.48 = 4.48 BUT NOT LESS THAN: 4% OF B= 2.67 OR 3.00 H'® MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vnv%miamidit&,V A ra/ ES -Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 PERA- 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. PERA 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AI Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATTING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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. I€ any portion of the NOA is displayed, then itahall 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 No. 09-0825.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-030937 F t:6 Z Expiration Date: September 16, 2014 ' Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E. B. TESTS 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 6) Forced Entry Test, Type "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 04--0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 09-0825.03) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, -F Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Vigar, P. E. (Submitted under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for -Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions — L.M.I.", approved on 11/10/09 and expiring on 09/16/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—RADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MON VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E, WINO LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETAIL% EMBEDMENT TO BASE MAIM& SMALL BE BEYOND PULL COVERM (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION 01CREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL�/MMEE AL SCREWS. THAT COME INTO CONTACT WITH OTHER OSSIMILAR MATERNLS SHAH MEET THE RIAWREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8A. INSTRUCTIONS USE CHARTS AND CRAPNS AS FOLLOWS. STEP I DETERWNE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. .STEP USE MIAMI—DADS COUNTY APPROVED OLAZWG PRODUCTS MEETING ABOVE LOAD REQUIREMENTS STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE VAIN STEP 4 DESIGN RATING MORE THAN DES04 LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS S TNRU 8 AND ANCHOR CHARTS STEP IGN RA71NO MOREEt SELECT SIGN LOADS SPECIFIED INB STEP II RETHAN E DEABOVE �J��•Z11<If�►JQ�Iu��«�� \ � i • • HORIZSEE WINDOW OR DOOR APF SlmrP, 4ND VAKNG • •' PRD)11 Erin ,AVCIVIL •e oaamebisHYV1IbT � e R CAS goos•2 guDdia-ig /4� Mbmi eEYoduN mmol drawing no. MAR 0 8 2012 M04-04 sheet T of 8 t 000 �.,za -F ,.oma � a23 �--2.000 C .125 -2.000-x.230 toV. 1.000 .12s � 3.000 .123 .125 4.000 1.000 .339 3.000 J38 f :u 4.000 .125 .323 5.000 2.000 ��.t2s &000 .125 ,250Lu 2 O (N z .126 1 X 3 STO. MULLION 6083-T8 t X 4 STD. MULLION 8063-TB 1 X3 CUSTOM MUWON 8083-76 1 X4 CUSTOM MULLION 6083-T8 r-2'OOD .129 0'�Q Z STD, MULLION 6083-T8 HEAVY MUW 0 J J W Z i � fd )QQ•• J m Z 3 z •• z yyj ;I Ulm .128 2,Do� 2.000 Ed. Ed - MW. a= DIST. aL 1/2• FOR 1/4• MA.ANCHORS 8/8• FOR 8/18" OW ANCHORS ANGLE CLIP 8083-TS 3.000 .128 2 X 3 STD, MULLION 6063-TS -f ,128 4.000 2 X 4 SM. MULLION 8083-T6 STD. MULLION 8003-T6 6083-TB .720 .720 1.890 --------------- .156 TYP. 125 2.730 Lc_- 3.250 c X 760 --I 2 a {� 0.200 Q C V D W V 11 3 � t n NOTCH OPTIONAL 1/2• iYP. Ed - MW. EDGE DIST. 1/2" FOR ,/4. OU. ANCHORS s/B• FOR s/te• aA ANCHORS MULLION CUP 6063-TB NOTCH OPTIONAL 1/2' FOR 1/4' OtA ANCHORS Si5• FOR 5/,B• ati ANCHORS MULLION eoe3-re 1/z• a TYP O Ed. CUP PRODUCyyTByBVfi6H0 BufldinBCale�thoALod00 7 �•Q O¢�, •�/ O/( „ emt Mi Fig.. JAVAD AHWWO Cwt 2 CAx MAR U 6 201 drawing no. M04-04 Bneet 2 of s �,u g Z Ito P D o&a O O J 4 7 W a" 89- 57.3 Z Z3 m 2 [� Q IAN m� 19-1/8.121.9 150.0 180.0 150.0 150.0 150.0 150.0 19-1/8` 24.2 51.9 37.4 75:9 132.7 150.0 15010 O 28-1/2" 88.0 141.2 138.7 150.0 180.0 150.0 180.0 26-1/2" - 37.5 27.0 54.8 95,8 130.2 150.0 AtE3 70 K INSCRIBED NORIZONTAL MULLION INSIDE RECTANOUTAR SHAPE 30' 77.7 124.8 119.8 1SOA 150.0 180.0 180.0 30• - 33.1 23.8 48.4 84.6 115.0 180.0 37` 63.0 101.2 97.2 147.9 150.0 150.0 150.0 37° - 269 - 39.2 68.6 933 180.0 42' 55.5 69.1 BS.B 130.3 150.0 150.0 190.0 42' - 23.7 - 34.6 60.4 82.2 180.0 48" g3• 4&8 7&0 74.9 VERTICAL 114.0 1504 180.0 150.0 40° 108" - 20.7 - 30.2 52.9 71.9 132.1 I1 c yyyyyy 94" 43.2 69.3 86.8 101.3 141A 150.0 180.0 54' - - - 28.9 47.0 839 117.4 Z �' 38.8 82.4 59.8 81.2 127.8 IS0.0 150,0 80" - - - 24.2 423 973 103.7 0 $ 88" 35.3 5&7 54.8 82.9 116.0 150.0 t90.0 68' - - - 22.0 38.5 523 98.1 PRODUCT PRODLICT 72" 32.4 82.0 49.9 76.0 1063 140.8 150.0 72' - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.(+)/INT.(-). m Igo NOTE: W/ I_ MULLION SPAN 0 o W o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) RODucrm V m TYPICAL MULLION ARRANGEMENTS u0YN8va1W@oPTOdds F PE i9 0M to W'*4.31 ANCHORS TYPE 'D' AND 'E' APPLICABLE TOWIDTH (w) _ N1 W2 8 4", 5" AND 6" TUBE MULLIONS. � 4Pn uaCo0tld ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO drawing no. ALL TUBE MULLIONS. MULLIONS �+a 06Z01� eM04o0a DESIGN LOAD CAPACITY - PSF {TUBE MUTAdON9) DESIGN LOAD CAPACITY - PEP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE ]IfULL10N3) ]% 0 3 R 4 3 X 3 1 X 4 CUSTOM CUSfOM CUSTOM CUSTOM CUSTOM CUSTOM WINDOW DIME. WINDOW DIMS. WINDOW DIMS. 3% 3 1 X 4 R X 9 $% 4 R X 6 R R 8 E X e 3 X 9 ] X 4 R X 3 2 X¢ 2 X 6 2% 8 2 Y 8 1 X 9 1 X 4 2 X 3 R X 4 2 X 8 2 X B 2 R 8 141DTH (w) MULL SPAN BCD. ETD. STD. STD. STD. STD. HEAVY WIDTH (ri) BULL SPAN STA. STD. 9TD. STD. STD. STD. HEAVY 1RII1M (w) DULL SPAN ETD. STD. STD. STD. ETD. STD. HEAVY 19-t/8" 150.0 190.0 180.0 150.0 ISOA 150.0 150.0 19-118' 74.8 140.8 115.1 190.0 180.0 150.0 190.0 18-1/8' - 37,8 27.3 SS,3 88.7 146.1 150.0 28-1/2' 150.0 480,0 150.0 150.0 150.0 1b0.0 130.0 28-1/2" 53.8 101.7 83.1 149.8 150.0 1$0.0 150.0 28-t/2' - 27.3 - 38.9 89.8 LOBS 150.0 30' 180.0 130.0 150.0 1$0.0 150.0 � 130.0 160,0 30" 47.5 89.8 73.4 1313 180,0 150.0 1504 90' - 24.1 - 35.3 61,7 95.2 150.0 37' 150.0 150.0 IS0.0 180.0 150.0 150.0 150.0 37' 383 Mb 693 108.4 148.9 180.0 130.0 37' - - - 28.6 50.0 7Sb 138.8 42" 149.8 150.0 150.0 180,0 190.0 130.0 /50,0 a2` 33.9 84,2 52.4 8Jb 131.2 150.0 180.0 42" - - - 25.2 44.1 88.5 122.3 48" JB-3/8" 1309 IS0.0 150.0 130.0 150.0 IS0.0 130.0 48` 74-1/4" 29.7 58.1 45.9 ffi.t 114.8 150.0 160.0 48' 120' - - - 22.0 JBb 58.2 107.0 S4° 1183 190.0 150.0 150.0 180.0 150.0 180.0 54' 28,4 48.9 40.8 M9 102.1 135.2 190.0 - 34.3 31.8 95.1 BO' 104.7 150.0 150.0 150.0 130.0 190.0 190.0 60• 23b 44,9 38.7 �.8 91.8 121,7 IS0.0 - 30,8 48.8 85.Cyr 8 88' 85.2 130.0 1489 190.0 190.0 150.0 150.0 88" 21,8 40.0 33.4 59.7 83.5 110.8 150.0 - 28,0 42.3 77.8 72' 873 140.1 134.8 ISOA 150.0 150.0 150.0 M" - 37,4 30,8 54.7 7&S 101.4 150.0 M' - - - - 25.7 38.8 71.3 19-1/8' 1904 150.0 1$0.0 130.0 130.0 130.0 130.0 19-1/8' 51.5 110.7 79.5 150.0 190.0 150.0 150.0 19-1/8' - Z8.8 20.5 41.8 7Z.7 119.6 150.0 28-1/2' 138,2 130.0 130.0 130.0 150.0 190.0 180.0 28-1/2' 37.2 79.4 57.4 116.1 150.0 1�.0 1"..9.0 28-1/2' - 20.5 - 30.0 52.3 83.4 150.0 30• 120.3 160.0 150.0 150.0 130.0 1�.0 150.0 JO' 32.8 70.2 80,7 102.8 143b 150.0 150.0 30' - - - 2Bb 48.3 73.7 139,4 37` 97.8 150.0 ISOA 150.0 180.0 150.0 190.0 JT 28.8 38.9 41,1 BJ.2 118.4 180.0 150.0 JT - - - 21,5 J7.8 59.7 109b 42' 85.8 138.0 132,8 190E 150.0 190.0 42' 23.4 $D.1 J83 733 102b 135b ISDA 42" - - - 33.1 82.8 88.7 48' SO-3/8` 78.2 120.8 118.0 180180,0 190.0 48` 84" 20.5 43.8 31.7 B4:1 88.7 118.8 130.0 4B° 132" - '- - 29.0 48.1 84.6 94" 86.8 1073 103.1 150150.0 190.0 34' - 38,0 Z8.2 87 79.T 103.E 160.0 84" - - - 28.7 40.8 7&2 60' 80.2 98.8 82.8 141150.0 130.0 80' - 35,1 233 51.8 71.9 93.1 180.0 80" - - - 23.2 38.8 87.7 88' 54.7 87.8 84,4 128130.0 190.0 68` - J1.9 234 46.6 85.2 88.4 150.0 88" - - - - 21.1 33.5 813 M" 90.1 80.9 773 117180.0 130.0 M' - 28.2 21.1 42.'1 $9.8 79.2 145.8 M' - - - - - J0.7 56.4 18-1/8' 143.8 190.0 130.0 150190.0 130.0 19-1/8' 343 74.0 933 10 1 160.0 159,0 180.0 18-1/e' - 21.9 - 320 98.0 89.0 190.0 28-1/2" 103.8 180.0 130.0 130150.0 150.0 28-t/2" 24.9 35.4 38.4 78.0 124.4 150.0 150.0 26-1/2` - - - 23.1 40.4 843 118.0 30` 81.7 147.2 141.4 130..150.0 150.0 30' 22.0 47.2 34.0 88.9 109.8 145,8 150.0 30" - - - 20.4 35.7 98,8 104,3 37` 74.3 119.3 114.7 130.0 IS0.0 150.0 190.0 J7' - 382 273 SS.B 89.1 118.0 150.0 37" - - - - Z8.9 48.0 843 42" 89.5 106.1 101.0 130.0 130.0 190.0 190.0 42" - 33.7 Z43 49.2 78.9 104.0 190.0 42" - - - - Z8.9 40.6 74.8 48' S8° 37,J 82.0 88.4 134.8 1$0.0 130.0 150.0 48° 293 212 0.1.1 68.7 91.0 150.0 48' 144' - - - 22.3 36.5 89.2 64' 50.8 81.8 78.0 119.3 130.0 150.0 190,0 S4' - 283 - 383 81.0 80.9 148.6 54' - - - - 313 37.9 80' 45.8 73.8 70.7 107.8 160.0 150.0 150.0 80° - 23.8 - J4:4 54.8 72b 193.7 80` - - - 28.4 92.1 88' 41.7 88.8 843 97.H 138.8 190.0 190.0 88' - 21.4 31.3 49.9 8&2 121,8 88" - - - - 25 47.4 %�OIAZING PRODUCT i GIAZWG GIA20iG PRODUCE PRODUCT 72' M" 72" 47.4 38.2 81.3 S&8 88.8 /25.4 180.0 190,0 - 28.7 4b.8 80.7 117.5 23.8 43.4 %�OIAZING PRODUCT i GIAZWG GIA20iG PRODUCE PRODUCT DESIGN LOAD CAPACITY -PSB 3 DESIGN LOAD CAPACITY - PSP ANCHORS TYPE WIDTH (77) IAtAI, SPAN WINDOW DIMS. H ANCHORS TYPE D E 11IN1)ON DIMS. ANCHORS TYPE 71.8 I33A 93.4 150.0 150A S1.B 98.0 87.4 134.8 150.0 40.8 84.8 $9.8 118.0 148.8 N1D7N (1Y) tAILL SPAN A H C D E p71D111 (W) NULL SPAN A. 8 C D E 87.8 3$.3 24,8 49.8 82.0 19-t/8' 26-t/2• JO' 37' 42' 4e• S4• 80" 88" JT" 34' 80' 86' 72' 120.9 849 IS0.0 t9-1/8" iSOA 130.0 150.0 iSOA 130.0 19-I/8' 118.0 130.0 730.0 150.0 130.0 38.3 67.3 47.2 94.8 118.1 327 80.8 42.8 85.0 108.3 29.7 SS.1 38.8 77.3 98.8 27.2 30,5 35.4 70,9 88.8 28^1/2' tSOA 130.0 150.0 150.0 150.0 28-IJ2' 83.7 iSOA iQ8,9 130.0 150,0 150.0 409 73.7 53.1 108.3 1329 35.8 58.3 48S 83.0 118,3 31.8 58.9 - 41.3 82.7 103.3 28.8 SJA 37.2 74.4 M. 143.1 130.0 180.0 160.0 1li0.0 30" 74A 137.1 98.2 150.0 180,0 37.8 10&7 74.8 148.7 150.0 80.8 94.2 88.1 132.3 150.0 412 78.4 SJ,B 107.2 134.1 38.3 87.3 47.2 94.5 116.1 37` 118.0 130.0 150.0 150A 150.0 SY 60.0 IIIA 78A 150.0 190.0 42` 102.2 150,0 132.9 IS9A 150.0 42' 52.8 97,9 88,7 137.4 t 50.0 g 48" 38-3/8" 88.4 150.0 118.3 160A t50A 48" 74-1/4' 482 85,7 80.1 120.2. 150.0 as 54" 79.3 147.3 903.4 190A tS0.0 34` 41.1 78.1 55.1 108.9 133,8 $9j 80" 71S 132.8 83.1 199A 139.0 80° 37.0 BBs 48.1 86.2 120.2 a�0 88' 80.0 120.5 84.8 150.0 130.0 88' 33.8 82.3 43.7 87.4 109.3 O 72" 98.8 710.3 77.8 180.0 150.0 72' 30.8 57,1 10.1 80.2 100.2 QW 19-1/8• 28-1/2' 150.0 122.8 150.0 150.0 150.0 190.0 150.0 130.0 159.9 130.0 19-1/B" 28-1/2' 102A 74.0 130.0 1JZt 1314 98.3 150A 159.0 100.0 150.0 30' 108.3 150.0 141.1 190A 150.0 30' �\ •/V��"J 85,4 -- 121.1 BSA -` IS0.0 150.0 96 37" 979 160.0 114,4 150.0 150.0 37'� 53.0 983 58.9 137:9 150.0 �� a2' ns 143.6 100.6 tsoA 16oA 42' 48.7 88A 80.7 127.9 150.0 48' 50-5/8" 874 123.9 88.2 150.0 1500 ae" Be 54° eoa 111.7 76.a ts0.9 16aa 80' 54.2 100.E 70.3 141.1 1110.0 68' 49.3 91.4 84.1 128.3 tlSD.O a g 72` - 43,2 83.8 58.8 117.8 147.0 O a 19-1/8' tris tSOA 150.0 ISao 150.0 9a 26-1/2" 107.2 180.0 136.4 150.0 130.0 7 30' 114,7 180.0 123.1 180.0 1500 W 37' 78.8 1423 89.8 130.0 150.0 42" 125.3 88,0 150.0 150,0 48' 58• 109.7 77.0 130.0 130.0 oQQM�n 54' 97.3 86.4 138,8 " 150,0 Z O^M� �r3 80• N--- 87.7 81.8 123.1 130,0 � rl SZ 68' 79.7 38.0 111.9 139.9 72' 73.1 31.3 102.6 128J Q NN. � to 19-t/8' 130.0 150.0 130.0 t90A 28-1/2' . 160,0 128.3 130,0 190.0 ANCHORS F 9ZOWAL MUUM 30' 87.2 130.0 113.4 130.0 150.0 ,C.O OR E A ,CA ORE ARIMINS= To SE t9NASCIRIB APE 37" 207 13tH 81.9 160A 150.0 42' 823 115.4 81 A 150.0 150.0 gg$gggR 48' 83' 54.3 101.0 20.8 141.7 160.0 S4" 60' 810 38,7 126.0 113.4 150.0 141.7 NERICA MULLION 6s` [M73 $IA1011Z8.872' $ 472 94,5 118,1 PRODGLAZING UC H 8 ALL LOADS ARE EXT.(+)/INT.(-), GIAM GLAZING a NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER aNCNt>A9 A B,C,O OR E L-1-11W2 Ir MUW014 SPAN $ LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS S THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED ) TYPICAL MULLION ARRANGEMENTS w rA pp�tyWsREVISED ittApFwdds ry i WIDTH (W) m W1 2 W2 FLA. PE 70$9 Can $ ANCHORS TYPE 'D' AND 'E' APPLICABLE TO n drawing no. 4", 5" AND 6" TUBE MULLIONS. '9 AANCHORS LL TUBE TYPE MUL'A', 'B' AND 'C' APPLICABLE TO ANCHQRS M04-04 R pe�q�2 sheet 4 of g DESIGN LOAD CAPACITY -PSP 3 IIIIHDOW DIMS. ANCHORS TYPE WIDTH (77) IAtAI, SPAN A H C D E 19-t/8' 28-1/2" M. 3T 42' 48° S4° 80' 68' 72' 120" 71.8 I33A 93.4 150.0 150A S1.B 98.0 87.4 134.8 150.0 40.8 84.8 $9.8 118.0 148.8 37.1 88.8 48.3 98.5 120.8 327 80,8 42,3 86.0 108.3 28.6 53.0 37.2 74.4 93.0 25.4 47.9 33.1 88.1 62.7 228 424 29.8 58.5 74.4 20.8 38.5 27.1 S4.f 87.8 3$.3 24,8 49.8 82.0 19-t/8' 26-t/2• JO' 37' 42' 4e• S4• 80" 88" JT" 34' 80' 86' 72' 120.9 849 IS0.0 130.0 47.9 87,3 B1.J 122.5 IS0.0 41.8 77.1 34.1 108.2 195,3 33.7 82.5 439 87.7 108.7 29.7 SS.1 38.8 77.3 98.8 aso 45.z 33s 67s 40.9 7$s s3.f toea 13z.s 38.3 67.3 47.2 94.8 118.1 327 80.8 42.8 85.0 108.3 29.7 SS.1 38.8 77.3 98.8 27.2 30,5 35.4 70,9 88.8 19-1/e" 28•-1/2° 30' 37' 42' 48' S4' 8a' BB' 72" 98' 88.7 tsoo ns.7 1soA 1S9.o 84,8 120.0 842 190.Q 150.0 57.2 108A 74.4 118b 130.0 48.4 859 80.3 120.5 150.0 409 73.7 53.1 108.3 1329 35.8 58.3 48S 83.0 118,3 31.8 58.9 - 41.3 82.7 103.3 28.8 SJA 37.2 74.4 83.0 28.0 48.2 33,8 57.8 84.5 23.8 44.2 37.0 82.0 77.3 19-1/8" 28-1/2` 30" 37` 42' 48' S4' 80° 68 7z` 108' 79.8 147.8 703.7 iSOA 190.0 37.8 10&7 74.8 148.7 150.0 80.8 94.2 88.1 132.3 150.0 412 78.4 SJ,B 107.2 134.1 38.3 87.3 47.2 94.5 116.1 31.8 58.9 41.3 827 - 103,3 28.2 S23 38.7 73.5 91.9 25.4 47,1 33.1 88.1 827 23.1 4Z,8 30.7 80.1 75.2 a1.z s9a z7.5 56.1 se.e DESIGN LOAD CAPACITY -PSP 3 IIIIHDOW DIMS. ANCHORS TYPE WIDTH (77) IAtAI, SPAN A H C D E 19-t/8' 28-1/2" M. 3T 42' 48° S4° 80' 68' 72' 120" 71.8 I33A 93.4 150.0 150A S1.B 98.0 87.4 134.8 150.0 40.8 84.8 $9.8 118.0 148.8 37.1 88.8 48.3 98.5 120.8 327 80,8 42,3 86.0 108.3 28.6 53.0 37.2 74.4 93.0 25.4 47.9 33.1 88.1 62.7 228 424 29.8 58.5 74.4 20.8 38.5 27.1 S4.f 87.8 3$.3 24,8 49.8 82.0 19-t/8' 26-t/2• JO' 37' 42' 4e• S4• 80" 88" JT" 13z" 85.3 120.9 849 IS0.0 130.0 47.9 87,3 B1.J 122.5 IS0.0 41.8 77.1 34.1 108.2 195,3 33.7 82.5 439 87.7 108.7 29.7 SS.1 38.8 77.3 98.8 aso 45.z 33s 67s Bas 23.1 42.8 30.1 60.1 75.2 20.8 38.3 27.1 54.1 87.8 38.0 24.8 48.2 61.8 321 22.5 45.1 58.4 18-1/8" 28-1/2' M. J7' 42° 48' $4' 80' 88" 72° 144` 38.8 110.8 77b iS0.0 150.0 43.2 80.0 58.2 112.3 140.4 38.1 70.7 49.8 99.2 121A 30.8 S7.J 40,2 80.4 IOOS 27.2 508 35.4 70.9 86.8 23.8 44,2 31.0 820 77.5 21.2 39.3 27.8 SS.1 88.9 - 3$.3 24.8 49.8 82.0 - 321 22.9 45.1 38,4 28.4 20.7 41.3 81.7 PROOUCT � 3 ANf910R 142�1fCf PRQaICT A.MCD OR E 1/4' DIA. ULTRACONS CUP (i ON EACH WING) DOD 1/4` MA •••••• CLIP (1 ON 1/0 DIA. ULTRACONS "ANGLE.... ' -r cup SMULL r!Ijl" /14 SMS AMM OD BUCK, JiLJI LFLCATNO CUP OR jt Ij SNUG FIT INSIDE MULL •NUCT�URE (: I 114 I 1 1-3/4" C.C. �! 2PER A 1/4' DIA ULTRACONS 1 PER ANGLE 2X2x 1/e• ALUM ANGLE 1/4' DIA. ULTRACONS - i CLIP (2 ON EACH W21G) ' I"' 000 BUCK 1/4' 01A. ULTR 4 PER CLIP (2 ON EACH 1/4• DIA ULTRACONS BY 'ELCO' ULTRACONS MAY SE HEI( OR FLAT NEAR SUBSTRATE Ed. b MBI. EDGE GIST. EMBEDMENT WOOD 1° 1-3/B' BLOCK 2-1/2° 1-1/4• CONCRETE 2-1/2' 1-1/2° ANCHORS TYPE 'B' PRODIXTREVIED A000ptmlcaA]o 2- ip 3� P roi FL ALL CLIPS AND ANGLES TO FIT SNUC INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGSS, SUCH AS SITU NWOUS PLANT OR WATER -WHITE METHACRYLATE LACQUER. •i 1/4. OLA. ULTRACONS 2 PER ANGLE a.. O O Q ��Q INSIDECUP MULL f I ALUM2ANGLE8' d! 6 pi4 SMS Li L 1-3/4' O.C. MIN. 2 PER ANGLE i I ai 1/4' NA ULTRACONS z 2 PER ANGLE 0 J � 7 a W Jm g OT I I I j Z CUP MULL j i 11 ALUM MANGLEB' 4 d p14 SMS ! ` 1-3/4. O.C. MIN. 2 PER ANGLE s drawing no. M04-04 sheet 5 of 8 1/4' DW. ULTRACONS 1/4" DLA. ULTRACONS 1/4" DN. ULTRACONS 1/4" GIA. ULTRACONS '^V Ed. 2 PER CLIP (1 ON EACH WINO) 1 PER ANGLE Ed. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE • 'WN. .. y T MIN. S .•7. T 0 O \� a 11 � 11 1 L I I 11 II LJ FLOATING CUP I I 11 I y§ I I I I I I O a LL NUG FIT INSIDE MULL III 1I ALUM2 % 1 W el 1� AWM2 % 1 8" --------- / U n 1 1 I I a& I I /14 stls 1 `! � r--------------T I' `7 � 4 0. a t 1 1-S/4' O.C. M. 1 1 1 I t 1 FLOATm CLIP I I ly n I 1 2 PER ANGLE 1 I 1 1 I I SNUG FIT INSIDE tllRl I I I I 1 I 1 1 1 1 I I I14 SMS 1 ( tlJ A 4 ANGLE Ed.` V) z 411 ,. 0 I I 1 1 I ' '':•' I• Is� J d' Repi i Ir--------- i m 4 T i i F (llama 1 I 1/2"(2) i i 2 83 I` M v. • n 1 1 i ri z 1 1 ul LOCATION OF SCREWS CONNECTING Ed. 1/4' Mk ULTRACONS ANGLES TO TUBES 2 PER CLIP (1 ON EACH WING) e ANCHORS TYPE 'D' APPUCABLE FOR 4", 5" AND 6" TUBE MULLIONS • _ 8 �s 1 1 PRODpCI'AStY4SBD c 0 1 mmmpjyft Rhm*FWAd0 +81 6 1 1/4' GIA. UL BE HES BY *ELLAT N J 2- Q� 7 i uLTPACGNs MAY 8E HFx OR FIAT t� 0 Y 1 SUBSTRATE Ed. WN. EDGE 01ST. 1{IN. EMBEDMENT c• L'---------J WOW 1" I i BLOC% 2-1/2' 11-1/4' EfW' V 0 ANW .rk dXi 1 CONCRETE 1 2-1/2" 1-1/2" FLA,PE / 70592 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ALTERNATE CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ANCHOR LOCATION WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMNOUS PAEVT OR Growing no. WATER-WHITE METHACRYLATE LACQUER. M04-04 ANCHORS TYPE, 'C' � g >�p12 sheat of 8 3/18" OW. ULTRACONS 5/18' MA. UURACONS 110 ^u Ed. 4 PER CUP MIN. (2 ON EACH WINO) 2 PER ANGLE AY '• t . .. .. 1 I 11 11 1 N 1 1 Ot a y Li2x2%d G� i &&O Q I ALUM r------------- FI.oATING CL, I U1 p I 1 1 SNUG FIT OLSB MULL I 1 4 1 I 4 PT� 4 SMS 3 i 4� I 1 1 In j 9k 1 i i i W O] J I 1 1/2•(2) I 1 S h M ; I 3" I �Zr` Pf t 1 � ± H Ld'n LOCATION Or SC1aWS CONNWONG ANGLES TO TUBES ANCHORS TYPE T APPLICABLE FOR 4", 5" AND V TUBE MULLIONS $g 5/18" MA. ULTRACONS BY 'ELCO' / UURACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. WN. EDGE 0W. MIN. EMBEDMENT I nqr .lAe/ 77HW1D o CONCRETE 2-1/2" 1-3/4" PRODUCTRBVISBD CC.A.N 3 soar yiMwBbdmFW4s ALL CUPS AND ANGLES TO fO SNUG INTO TUBE MULLIONS. M&ditco& — � 3 CUPS OR ANGLES CONNECTED RECTLY TO CONCRETE TO BE PROTECTW A000ld�oe WITH AUM-RESISTANT aMTU�xiS, UISUCH AS aRUM8 = PAINT OR O /, drawing WATER-� METHACWA,E LAS. 2012 M04-04 MRR 6 sheat 7 of 8 /14 SMS SEE CHART FOR QUANTMES #to FH SMS 2/ SIDE 1/8' THM ALUM CHANNEL LENGTH TO FTT SNUG INTO MULLIGN MAY BE NOTCHED AM TO ALLOW INSTALLATION > AMU JOM AFTER ASSEMBLY ACCESS HOLE, TUBE MUWON /14 FH SMS 1-1 R o. 1-3/4' X 2" X 1/8" (FOI 3/4" X Y X 1/8" FOR CUT TO FR SNUG ANCHORS DETAIL N1 METAL TO METAL CONNECTION 014 SMS SUBSTRATE Ed. MIN. EDGE DW. MW CL TO CL SP 0 ALUMINUM 8/8' 1/2' i Engn 'JAVAD_p AWO 7Hp A 7838 2 '�vt Via. 2 -'17 /2014 // T3 06TV f"W 0 Iwo mfile IcHO IHik- H O k drawing no. M04-04 MIAMDADE MIAMI-DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miFimidade.gov/economv Sunshine Windows Manufacturing, Inc. 1745 W. 33`a Place Hialeah, FL 33012 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1120011181-011 Outswing Aluminum French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and 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, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 and renews NOA No. 13-0416.16 and consists of this page 1 and evidence pages E—1 and E-2, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0109A6-� c,�te Expiration Date: May 08, 2018ay Approval Date: M 08, 2014 2274 Page 1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14,. prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test report 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 261-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 6) Forced Entry Test, Side -Hinged Door Systems, per FBC, chapter 24113.2.1, TAS 202-94 and per AAMA 1304-02 along with marked -up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test report 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 6) Forced Entry Test, Side -Hinged Door Systems, per FBC, chapter 24113.2. 1, TAS 202-94 and per AAMA 1304-02 along with marked up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. (Submi ted wider previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code, prepared, dated 10/15/13, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-98104 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime.D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-123 1.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 3. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. 4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted ru:der previous NOA No. 02-1104.03) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTI,3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 13-0416.16, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French" 8 -Ft, Outswing Aluminum Glazed Door -- L.M.I., approved on 05/09/13 and expiring on 05/08/14. 2. NFRC I -Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked -up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami Dade County NOA No. 124209.05 approval drawings, sheets 01 to 07 of 07, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator-Irr Responsible -Charge (CSIRC). Jai�ue D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUMD I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County, Department of Regulatory and Economic Resources (RER), Product Control Section (PCS). Jaime D.. Gascon, : E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 5 W.y, _ _ tion: PVB ID No. Simulation Report Product Glazing Components: G•8: G.9: PPG Solarban 60 or 70 @ #2 Surface Typical No.: Description U Value SHGC 01-00 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01--04 1/4 Clear 1.07 0.56 01-05 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar G!ay 1.07 0.41 01-07 FTL-7625 DDFR 1/4 Soles 1.07 0.43 . 02 00 1/8 clr./ 0.090 Saflex IIIG/ Weir. 1.03 0.51 02-01 1/8 clr./ 0.090 Saflex IIIG/ 1/8 bronze 1.03 0.45 0242 1/8 bronze/ 0.090 Saflex IIIG/ 1/8 bronze 1.03 0.40 0243 1/8 clrJ 0.090 Saflex MG/ 1/8,gray 1.03 0.43 02-04' 1/8 grayl 0.090 Saflex MG/ 1/8 gray 1.03 0.37 0340 . 1/8 SB6010.090 PVB 1/8 clr. 1.03 0.32 04-00 1/8 Solargra / 0.090 PVB 1/8-SB60 1.03 0.31 05-00 1 1/8 Solar gray/ 0.090 PVB 1/8-SB70XL 1.03 1 0.27 Jaime D.. Gascon, : E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 Legend AbbMILitlopl,• tion: PVB Poly Vint Interlayer Saflex HIG Clear Saflex Interla r clr. Clear glass SB60 PPG Solarban 60 or 70 @ #2 Surface Typical SB70XL PPG Solarban 60 or 70 @ #2 SurfaceTypical Jaime D.. Gascon, : E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 5 12' MAX. MNG 1 I ELEVATIONS INDEX OF DRAWINGS 1 OF 8 : DOORS NOTES AND INDEX DESIGN OF DUB CHART, GEN2 OF 8 : INTERLOCK CLUSTERS DETAILS 3 OF 8 : TYPICAL HEAD SECTIONS. 4 OF 8 : TYPICAL JAMB SECTIONS. 8 OF 8 : TYPICAL SILL SECTIONS. 8 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. 7 OF 8 : VERTICAL SECTIONS & MATERIAL LIST. 8 OF 8 : CORNER DETAILS. MAX DOOR FRAME WIDTH DESIGN PRESSURES DOOR LEAF DESION PRESSURE (PSF) MAX. DOOR ynpT}1 FRAME HEIGHT (NOMINAL) EXT. (+) IM. (-) yl-Dp B'-0" 2!-8p • 80.00 89.13 2'-8- * 80.00 90.00 + - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF 2010 FBC. 2.- SHUTTERS ARE NOT REQUIRED. 3- REFERENCE TEST REPORT M - 7282 DATED ON 4/15/2013- 4.- FOR DETAILS ON SHINSTALLATION REFER TEET 2 OF 8 A14NOTES OAL OOTYPICAL DETAILS ON N SHEET 6 OF 8. EE SHEETS 3, 4 AND 8 OF 8. &- AND TRAOOD NSFFEER(BLOADS IMPOSEDDBBy MAZING SYSTEM 70 THE BE PROPERLY ATTACHED STRUUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. Br WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G - 0.88 OF GREATER DENSITY. 7,- CONCRETE / MASONRY STRUCTURE FOR DOOR ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH fc'28 -.3000 PSI MIN- cmu As STRENGTH 0 CONCRETE MASONRY WEIGHT OF�1H90A0 MINIMUM COMPRESSIVE - FILLED CMU fm' = 20DO PSI MIN. &- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 8083-T8. 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE FBC. 10- �CKNEL HO UWITHyTUR 38 AL BE NOT LESS THAN 18 GAUGE IN 11: DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION 1008.1.1 4M2.2.3 LEAR WIDTH AND S OF EGRESS) AND O12 MANEUVERING CLEARANORIDA IB CM CODE, SECTION 12.- COLONIAL MUNTINS CAN BE APPLIED. 13: SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF B- 14.- USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. raIiig FLUSH BOLTS: 1>izouurr V" 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE __escon+p:, ""'11 LEAF AT HEAD AND AT SILT. OF EACH). BodA�gCode /CCL - � 2: ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN _ ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN ON THE CHART ABOVE. AGami a t'rodacll 4r FRANCISCO HERMAN1 FLORIDA PE # 81393 1748 W. 331d 5440 Weak RwW 33012 Pr- (30)384-1952 Fwr.(308J828-8118 DRAWING No. F'DO1-13 SCXF- N.T.& SHM i OF 8 JltllalmlG /1HIW113 �onuf9chaing, 61c, 1745 w. 339d Picas FW40 33912 DOUBLE DOOR Ru (305)384-M2 (DOUBLE DOOR DOUBLE DOOR CENTER LINE Pma(M)823•-5108 I/ CENTER UNE CENTER LINE 4 1/4" Q) ULTRACONS I 4 - 5/18° 0 ULTRACONS 4 - t/4"O Ky FLEX WITH 1 1/4' MIN. EMBEDMENT WITH 1 1/2" MIN. EMBEDMENT SELF OH MET SCREWS INTO WOOD. THREADS METAL THE' ' 3 INTO CONCRETE. �BEYOWD TME O 41r Orr 4" 4" 4" 40 4rt Orr 4r1 4.r 4" 4" C A p�, CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL S INTERLOCK CLUSTERS DETAILS DRAWINQ No. PRWUCPRBNDt�VBO FD01--13 ascomplYhr3Vv3lhtUeFlotlde J'(� Bw1dinaoDda 0:10 ,Qdd p /1� DATE- 05/161201 Accepimrcet�to (2 c26 _C� �-{" �i 1 Ste• N.T.S. M r +ts FRANCISCO HERNANDEZ� z OF 8 N tenni Dadc Product u*of FLORIDA PE 51393 2 1/2" MIN. EDGE DISTANCE ° a 4— I —:i EXTERIOR 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF B. 2N. MIN. / EDGE DISTANCE 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR EXTERIOR ATTACHMENT TO MASONRY THROUGH I X WOOD BUCK 1" 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF B. INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR EXTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1" MIN SHEET 2 OF S. 1/4" ULTRACON WITH1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF S. "TT' I I 7 8" MIN. FOR CLUSTER USE 5/tab"q 11 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND 1"THE SUBSTRATE. MIN. FOR MAX. ANCHOR SPACING E.D. SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF B. -4 a I LIU_ lit f=1 II METAL STRUCTURAL MEMBER BY I I OTHERS SHALL BE MINIMUM 18 I I GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. I I INSTALLATION SHALL BE I I APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR ATTACHMENT TO METAL STRUCT. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. I l FLUSH BOLT ULTRACON WITH 1 1/2 1 1 7/8° MIN. i I ENGAGEMENT MIN. EMBEDMENT INTO WOOD. I I FLUSH BOLT 114TO FRAME I THROUGH 1" X 5/8" II INTO FRAMME I I HOLE. I I THROUGH 1" X 5/8" II INTERIOR EXTERIOR HOLE. PRUDUCFRMHWW EXTERIOR INTERIOR e"comP1ft viffidwF10rlda BuildinTYPICAL Code HEAD SECTIONS Amps ootl . Aaceplmita hb ATTACHMENT TO MULLION ATTACHMENT TO WOOD u�a Minmi h Pmdud Ir 1748 V. 33rd Pkm Wd=N Florida 33D12 Pot (308)384-4W2 Fom(36)828-6118 DRAWING No. FD01-13 1-11f4 DATE 08 20, .. IS FRANCISCO HERNANDEZ FLORIDA PE 0 51393 SHEET 3 OF e C4*0 KWIK FLEX SELF DRILLING , E,p; , REW THROUGH METAL WITH MIN. 3 THREADS BEYOND APPROVED M�� OR MAX ANCHOR OR SPACING *ell` I 1/� MIN. UMO . SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF S. 1/4" ULTRACON WITH1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF S. "TT' I I 7 8" MIN. FOR CLUSTER USE 5/tab"q 11 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND 1"THE SUBSTRATE. MIN. FOR MAX. ANCHOR SPACING E.D. SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF B. -4 a I LIU_ lit f=1 II METAL STRUCTURAL MEMBER BY I I OTHERS SHALL BE MINIMUM 18 I I GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. I I INSTALLATION SHALL BE I I APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR ATTACHMENT TO METAL STRUCT. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. I l FLUSH BOLT ULTRACON WITH 1 1/2 1 1 7/8° MIN. i I ENGAGEMENT MIN. EMBEDMENT INTO WOOD. I I FLUSH BOLT 114TO FRAME I THROUGH 1" X 5/8" II INTO FRAMME I I HOLE. I I THROUGH 1" X 5/8" II INTERIOR EXTERIOR HOLE. PRUDUCFRMHWW EXTERIOR INTERIOR e"comP1ft viffidwF10rlda BuildinTYPICAL Code HEAD SECTIONS Amps ootl . Aaceplmita hb ATTACHMENT TO MULLION ATTACHMENT TO WOOD u�a Minmi h Pmdud Ir 1748 V. 33rd Pkm Wd=N Florida 33D12 Pot (308)384-4W2 Fom(36)828-6118 DRAWING No. FD01-13 1-11f4 DATE 08 20, .. IS FRANCISCO HERNANDEZ FLORIDA PE 0 51393 SHEET 3 OF e I* X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO 4 a DOOR INSTALLATION. ° 1/4.0 ULTRACON WITH 1 1/4° MIN. EMBEDMENT INTO CONCRETE. 4 FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8- 11/4- . 'MIN INTERIOR o 1/4° SHIM EXTERIOR N 4 ' MAX. (TYP) ° ATTACHMENT TO CONCRETE THROUGH 1 X WOOD BUCK 1/4°fib ULTRA'ON WITH 1 1 4° MIN. EMBEDMENT INTO aFOR MAX.CANCHOR SPACING aR__ SEE ELEVATIONS ON SHEET 1 OF S. 4 .. 4 ' MIN4° INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SSHHAALLL BE APPROVED BY BUILDING, OFFICIAL PRIOR TO WINDOW INSTALLATION 1 4°0 ULTRACON WITH 1 1/2° IN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. MIAMI-DADE COUNTY APPROVED MULLION JJ�� (UNDER SEPARATE NOA) 1/4°0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEEP 1 OF S. 1/4 ° t INTERIOR 1/4° SHIM lJ EXTERIOR MAX. (TYP ATTACHMENT TO MULLION �W EXTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK I I'Jp {HIM) 'IN. �� MININTERIOR . u EXTERIOR ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4-0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. \ FOR ONHA1I8E ON ELEVATIONS SHEET OF. INTERIOR g6iW0OnDe Di g 1+i Q EXTERIOR ATTACHMENT TO METAL STRUCT. JAMB SECTIONS PRODUC MMWIM ascomply,Q,e lYeFiot•Fdn O �J ButldtnB 'Ole q Accepte�tca tdo — 4 —• t �— ?lD� �/ �e ' FRANCISCO HERNANDEZ S• FLORIDA PE I) 51393 1745 W. 33r4 m°w Mob, Heft 33512 Fm (305)304 -SM F"1305)528-5115 aEk a Z r' ki DRAWING Na FD01-13 ;ALES N.TS• SHEE1 4 OF 8 HIGH STRENGTH GROUT. - MUST BE MIN. 3 M. NON SHRINK, NON METALtC PER ASTM F 1117. EXTERIOR it II INTERIOR If HIGH STRENGTH GROUT. — MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. EXTERIOR 7/8" MIN. 11\r-1 HIGH STRENGTH GROUT. ° FLUSH BOLT ENGAGEMENT PER ASTM F 1117. BE APPROVED BY BUILDING < ; • `4. ` OFFICIAL PRIOR TO DOOR INTO FRAME INSTALLATION. a ° ° 7 S" MIN. THROUGH 1" X 5/8" . �° BOLT ENGAGEMENT HOLE. (MINIMUM) APPROVED BY BUILDING 1/4"0 U{TRACON WITH 1 1/4" MIN. � Ur' ' X 8/8" EMBEDMENT INTO CONCRETE. HOLE. a° • ° FOR MAX. ANCHOR SPACING SEE a ELEVATIONS ON SHEET 1 OF 8 AND ° CLUSTER DETAILS ON SHEET 2 OF B. ATTACHMENT TO CONCRETE METAL STRUCTURAL MEMBER BY N--1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/8"0 ULTRACONS WITH 1 1/2" MIN, EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD GLAZING DETAIL a MIN. :rr 7 8 EFLUSH NGAGEMENT TYPICAL SILL•SECTIONS INTO FRAME -+-1 /4.0 KWIK FLEX SELF THROUGH 1" X 5/8" DRILLING SCREWS THROUGH HOLE. METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1" FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF S. PRODUCTRCNBNSD - eamplYl+9 with 0w Florida aattuu�rca�. ATTACHMENT TO METAL Dalldlammol\u 24 .{ OTHERS SHALL BE MINIMUM HIGH STRENGTH GROUT. 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR MUST BE MIN. 3 KSI. NON SHRINK, NON METAUCr�i FORCES. INSTALLATION SHALL PER ASTM F 1117. BE APPROVED BY BUILDING II II INTERIOR OFFICIAL PRIOR TO DOOR INSTALLATION. EXTERIORINTERIOR WOOD BUCKS BE 11 F.I N--1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/8"0 ULTRACONS WITH 1 1/2" MIN, EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD GLAZING DETAIL a MIN. :rr 7 8 EFLUSH NGAGEMENT TYPICAL SILL•SECTIONS INTO FRAME -+-1 /4.0 KWIK FLEX SELF THROUGH 1" X 5/8" DRILLING SCREWS THROUGH HOLE. METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1" FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF S. PRODUCTRCNBNSD - eamplYl+9 with 0w Florida aattuu�rca�. ATTACHMENT TO METAL Dalldlammol\u 24 .{ PTIONAL WATERPROOFING. WATERPROOFING DESIGN, 1/8" HEAT MATERIAL AND INSTALLATION BY II OTHERS. II II INTERIOR WOODEN STRUCTURE OR HERS. MUST I f WOOD BUCKS BE 11 PROPERLY ATTACHED TO IJ TRANSFER GLAZING SYSTEM 1/2" GLASS BIT(OPTIONAL) LOADS TO THE STRUCTURE AND (MINIMUM) APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION ' \z N--1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/8"0 ULTRACONS WITH 1 1/2" MIN, EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD GLAZING DETAIL a MIN. :rr 7 8 EFLUSH NGAGEMENT TYPICAL SILL•SECTIONS INTO FRAME -+-1 /4.0 KWIK FLEX SELF THROUGH 1" X 5/8" DRILLING SCREWS THROUGH HOLE. METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1" FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF S. PRODUCTRCNBNSD - eamplYl+9 with 0w Florida aattuu�rca�. ATTACHMENT TO METAL Dalldlammol\u 24 .{ FRANCISCO HERNANDEZ FLORIDA PE 0 51393 Morwfactuirt% in. 1749 W. 331d fnaae NoWN ftoddo 33012 F!a (305)39+—OM Fina(305)828-9118 DRAWING Na FD01-13 3:ALE• N.T.S. SHM 8 OF 8 0.090" PVB INTERLAYER 13Y E.I. DUPONT. 1/8" HEAT STRENGTHENED1/8" HEAT GLASSx1d' STRENGTHENED GLASS EXTERIORARCHITECTURAL PERIMETER TRIM 1/2" GLASS BIT(OPTIONAL) (MINIMUM) ILICONE DOW CORNING 899 FRANCISCO HERNANDEZ FLORIDA PE 0 51393 Morwfactuirt% in. 1749 W. 331d fnaae NoWN ftoddo 33012 F!a (305)39+—OM Fina(305)828-9118 DRAWING Na FD01-13 3:ALE• N.T.S. SHM 8 OF 8 INSTALLATION NOTES 1.- FOR ANCHOR MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF B. 2.- FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3. 4. &5OF8. z 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1/4*0 ULTRACON BY ELCO B 13 WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 4.- FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO O wTTH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6 B.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. 7.- USE HIGH STRENGTH, NON -SHRINK, NON-METALLIC GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL [HORIZONTAL SECTIONS INTERIOR EXTERIOR � SINGLE DOOR FRAME WIDTH 11Wfa 0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 MGIWfaw&$ IN. 1748 % 33rd P14m malum. fw& =12 Pht (=)W4-9882 GRA UG ft FD01-13 SHEET 8 1F 8 0 L SEE NOTE 1 ON SHEET 7 OF 8 0 41; EXTERIOR Q x w 1 CC 8 O 7a . INTERIOR 10 L.M.I. RESISTANT CLASS H.S. GLASS + 0.09 PVB + 1/8' H.B. CLASS) BY EL DUPONT VERTICAL SECTIONS NOTE: 1.- 7/8' M. FLUSH BOLT ENGAGEMENT. OD b , O O O Ele i[l 5.00 5.00 5 I o ° N m c�] 62' 4.00 I 4.375 n® O M O �. �l 111-14 3.50 .857 PI R13NB1YTiD S g Bunau,J caaa ,�, ,. / �7 AcaaPlmtco No O1 ate GFRANCISCO HERNANDEZ FLORIDA PE # 51393 k00fOCfl n I= 1748 W. Jird Place we.. , florid° =2 Pia (308)304-8982 Fm4308j828-5118 DRAWING No. FD01-13 SALE: N.T.S. SHEET 7 OF 8 MATERLAL UST PART Qty PART DESCRIPTION MATERIAL. 1 GAS -48913 1 FRAME HEAD 8483-78 2 GAS -46912 2 FRAME JAMB 8063-T8 rMo 3 OAS -46918. 1 FRAME SILL, 6063-78 4 GAS -46914 4 PANEL TOP AND BOTTOM RAIL 6083 -TS 5 OAS -46910 4 PANEL STILE 6063-T8 6 DNS -46917 3 / LEAVE HINGE 6083--T8 7 OAS -48916 1 ADAPTER 6083 -TS 8 QAS-40928 AS REWO FLAT FILL COVER 6083-78 9 GAS -46911 OPTIONAL PERIMETER TRIM 6063-'78 10 ILY73 AS REQ'D 1 10 X 1- SCREWS GRADE 8 STEEL 11 1MB16 AS REQ'D # 10 X 1 1/2' SCREWS GRADE 8 STEEL 12 SEALANT AS REWD DOW CORNING 898 SILICONE 13 W33321NKO020 AS REQ'D ULTRA FIN WEATHETWX By ULTRAFAB .187 X .320 POLYPROPYLENE 14 RA-208OL3RZAB3SP 1 LOOK (LATCH) 23NO 16 RA-209DZ1ABBP 1 LOOK (DED BOW ZINC 16 FLUSH BOLTS 2/ LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS REQ`D D SECTION FOAM RUBBER SEAL �M OD b , O O O Ele i[l 5.00 5.00 5 I o ° N m c�] 62' 4.00 I 4.375 n® O M O �. �l 111-14 3.50 .857 PI R13NB1YTiD S g Bunau,J caaa ,�, ,. / �7 AcaaPlmtco No O1 ate GFRANCISCO HERNANDEZ FLORIDA PE # 51393 k00fOCfl n I= 1748 W. Jird Place we.. , florid° =2 Pia (308)304-8982 Fm4308j828-5118 DRAWING No. FD01-13 SALE: N.T.S. SHEET 7 OF 8 TOP CORNER. . . . . . . . . . . . . . . . . .... . . . . . . . . . . 2 10 BY 1- PH. PAN HEAD SMS TOP CORNER 10 BY 1 1/2' PH. HEAD SMS . . . . . . . . .... .. . . . . . . . . . . . . ..... .... $14shifte Windows mowoft4, hr. 1745 VL 3&d Pk= Nklecoh Raida =12 Phi (305)364—SM Nxt{30M828-5118 2 # 10 BY 1 1/2' PH. FLAT HEAD SMS o 2 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER BOTTOM CORNER DOOR FRAME CORNERS DOOR PANEL CORNERS iL SCALE- NTS SCALE' NTS pRODUCTR meter•y 09 DRAWK0 No. FDOB-01 VATEI. 05/16/201 HERNANDEZ SCAM N-T SHEET 8 OF 8 FRMI;X FLORIDA PE # 51383 . " MIAMbDADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SAY 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/economl Sunshine Windows Manufacturing, Inc. 1745 W. 33`4 Place Hialeah, FL 33012 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "8000" Aluminum Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.y', sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03105/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and 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, model/series, 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 renews NOA# 12-0314.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0122.05 ! Expiration Date: April 03, 2018 Approval Date: April 25, 2013 d Page 1 W Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing Na W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0314.08) B. TESTS 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) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NDA#081114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, dated 09/02/08, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. (Submitter) under previous NOA#09-0413.10) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Maria P.E. Product Con of Exqjniner NOA 122.05 Expiration Date: April 03, 2018 Approval Date: April 25, 2013 E-1 Sunshine Windows Manufacturina, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 05, 2012, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0314.08) 2. Laboratory compliance letter for Test Report No. YM -5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08 1114.16) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nuftez, (Submitted unders NOA No. 09-0413. 10) G.' OTHERS 1. Notice of Acceptance No. 12-0314.08, issued to Sunshine Windows Manufacturing, Inc. for their Series 8000 Aluminum Windo-vv Wall System -L.M.I., approved on 05/24/12 and expiring on 04/03/13. Manurol rEno's LProduct Control Ex NOA No. 13 - Expiration Date: April 03, 2018 Approval Date: April 25, 2013 E-2 w SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE 140T REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). WODD BIFCKS BY OTHERS LOADS TO THE STRUCTURE MUST BE ANCHORED PROPERLY TO TRANSFER ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. 9*1. BE BEYOND WALL DRESSMG OR STUCCO. ANCHORNNO OR LOADING CONDITIONS NOT SHOWN IN THESE OETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS MUDING BUT NOT LIMITED TO SIEEL/UWEAL SCREW%-7HAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE . . REQUIREMENTS OF THE FLORA SLS. CODE SECTION 2003.8.4. D.L. OPG. WIDTH SEE CHARTS D.L. OPG. ML OPG. WIDTH EE CHART SHEET 2 � SHEET 2 WIDTH Br y —SffYAIDTH � � ff A Dade nl! SHEET 2 TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ASM OR SIMILAR CAN BE VERDTED BY INSCRIBINO.PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS MOWN IN DOTTED LINES AND OBTAINING AUAUBLE LOADS FROM THOSE SHAPES SINGLE LRES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALI.Y. INSTRUCTIONS: USE CHARTS AS FOLLOWS. - PRODUCT COMPLIES WITH REQUIREMEM'S OF ANSI Z97.1. STEP 1 DEM MOVE DESIGN WIND 11 REQUUtEMENT BASED ON WDID VELOCITY BLDu HEmXT WDID zaYE �gop RPdTEW� LAMINATED GLASS US= APPUCABLE ASCE T STANDARD. AseomWYTo2rGAt5eT+Roe�t. LARGE MISSILE DWACT STEP Z SEE CHARTS ON SKEET 2 FOR DMON LOAD CAPACITY OF DESIRED GLASS SIZE D.L. OPG. D.L. OPO. B hatl Date � PF -P�T� as WIDTH Br y —SffYAIDTH � � ff A Dade nl! SHEET 2 S LU SHEET 2 WITH DESIGN RATING MORE THAN OE'31OA1 LOAD SPECIFIED $ � W .STP 3 THE LOWEST VALUE RFSULTM FROM STEPS 2. 3 G l p ... TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ASM OR SIMILAR CAN BE VERDTED BY INSCRIBINO.PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS MOWN IN DOTTED LINES AND OBTAINING AUAUBLE LOADS FROM THOSE SHAPES SINGLE LRES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALI.Y. INSTRUCTIONS: USE CHARTS AS FOLLOWS. - PRODUCT COMPLIES WITH REQUIREMEM'S OF ANSI Z97.1. STEP 1 DEM MOVE DESIGN WIND 11 REQUUtEMENT BASED ON WDID VELOCITY BLDu HEmXT WDID zaYE �gop RPdTEW� LAMINATED GLASS US= APPUCABLE ASCE T STANDARD. AseomWYTo2rGAt5eT+Roe�t. LARGE MISSILE DWACT STEP Z SEE CHARTS ON SKEET 2 FOR DMON LOAD CAPACITY OF DESIRED GLASS SIZE RUNIngCodt Aaeptesce No / STEP 3 CHECK MUIJ= CAPACITY FOR A GIVEN SPACING AND B hatl Date � PF -P�T� as HEIORT USING CHARTS ON SHEEIS 3 THRU I Br y � � 'DrE CAPACITY SHOULD MWEED THE DEMON LOAD. A Dade nl! S LU S1EP 4 USNO CHARTS ON SHEETS O k 7' S8= MUS OPTION WITH DESIGN RATING MORE THAN OE'31OA1 LOAD SPECIFIED $ • IN STEP 1 ABOVE. L� .STP 3 THE LOWEST VALUE RFSULTM FROM STEPS 2. 3 AND 4 SHALL APPLY TO EATRItE SYSTEM. ... oTOrlOg no. W08-90 GLASS LOAD CAPACM - POP N0111) L Dims. GLAD TYPE 'A' OLAP TYPE W o.Lo. wm D.Go. mw w(+)ANT.(-) EXT.(+)/INL(-) 28' 32' Mr 40' 44-t/4' 48' 82' 88-1 4' 84-1/2' 804 130A 80.0 1304 no 130.0 s0.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 a" 130.0 28' 32" 30' 40' 44-1/4' 48' Ise 80-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 804 130.0 28' 32' 38' 40' 44-1/4' 48' 82' 98-1/2' 800. 130.0 80.0 130.0 804 130.0 80.0 130.0 BOlo 130.0 80.0 130.0 80.0 127.2 28' 32' 38'BOA 40' as-t/a" 48' 102-1/2' no 130.0 BOlo 130.0 130.0 BOA 130.0 80.0 130.0 80.0 128.9 28' 3Y 38' 40' 44-1/4' IGs-t/2' Bolo 130.0 60.0 130.0 80.0 130.0 Boo 130.0 800. 130.0 28' 32' 38" 40' 44-1/4' 114-1/2' solo 130.0 800. 130.0 80.0 130.0 800. 130.0 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130O-04 (3 SEC. GUSTS). i1 u Z C ALTERNATE BUTTON 8UMPE VINYL SPACER B a IN LIEU OF � flN9 982 mw amma 798 Q Ito ICORNNO 798 1/4' HEAT STMOM CUSS 1/4" HEAT STREWD MM A90' INTERLAYER •090' 1,�N1ER BUTACBy REPONr SENTRBY 'OU omr Ile HEAT SHLE14.0 am � 1/4' HEAT SIREN -0 GLASS I � N I 7 oo �M ea � GiASB (C:-) I (f )+ I oz, � 0/-- , " 0� MULLION LOAD CAPACITY - PSP MULLIONS WITHOUT R4714M]RDLITS HORIZONTALS 7 UNANOHOB� JAMB 7JAMB1' JAMB 'JI' JAMB 'JS' JAMB 'JS` JAMB OPYTONg NOMINAL DIMS, I IM. Wl' I milt.T.'Ara I AMT.'AAS' i ROLL @14. MBO.OPTIONS NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. W1 WIDTH (W) >• W1 AT FRAM JAMB w1 Twa WIDTH (H) a WI + W2 AT FRAME MUW014 ' 2 E: itl� r, 44 . YtoDDCT`RwatTTEo 30" 42° "-1lr 4r a4" &Ulog Code OUR mu or 30" 3r 4r 90• 1 4W PRODUCT'RMSHD cm FM PE , •. ftud gt�0wt01RroF6adQe A "•t ; AaaoplatlroNo • • oy. WOS-90 tro• short 3 of 12 30° 38' r w48° :w or 30' 3r 42• 58-1/2" Or 54- w 30• 3B• 42• for as. 30" 36' 4r 1w 46' 1u" 30' 3S" 4r Ito -1/2- 4V or 30• 3r 4r 114' 4r w 30" w t2O• 42' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. W1 WIDTH (W) >• W1 AT FRAM JAMB w1 Twa WIDTH (H) a WI + W2 AT FRAME MUW014 ' 2 E: itl� r, 44 . YtoDDCT`RwatTTEo IqNLLH ,Uc6mpwngxlth the FIor16t KTFFl &Ulog Code OUR mu �UiLTONS 1 X.X. PRODUCT'RMSHD cm FM PE , •. ftud gt�0wt01RroF6adQe A "•t ; AaaoplatlroNo • • Browing rt0. WOS-90 MAR 0 6 %Olt short 3 of 12 zt to 1e948 i1oz go 'GMC iv SHIGIM N33M17A NolLVIOdMLN1 06—OOM 3ION ou BulnwP 14gpINdgo laq fl v' CROWD;daeoy xorfm ,EPI, NOPl70R .OH, xoPPUl1i atl. xorNOH 1 % tlpadgttnlL{edae,w ..Zen 3a vuI�S1AflflJaiIPIONd OVWHY ... v a il9tpla9 pap ao s3 • fJ', oaxpofanetdaud iaL] dQ141IM Cnl tldmga sa AM13N3iiJ.�ROOtL ,9P, ®ItlP X. Si4fP ,iP, EmS �� ssi -� v +Sc z am + tm - (m) Hi0U1 dm sm N m SIYLNOZINOH 31Mt19PItl31N1 SPItlP 3WYN! lY qQ� ua A a m Q mm Z SxONd0 ?IfIN BNOLGI0 8W6P A� RP�1 �� L'tai 9Z9 tro0 B•84 ,9► OZtI b'48 0'10 0'00 ,.Zf Owl lrolt enol 1'89 '0E1 itffart arort t•6Lt 9roL .or 0^nOt 8'LB 0.09 Lro9' .09 vat Gte I've 010 .94 COLI 9'401 /.'Do[ C'n0 .411 A,ffOfl 07M 9'idl YLL L.9C OroCI Gall WOO 8'ZO «06 riot 8'88 9" G09 ,L9 4'ntl 4'L0 ml L•C0 OWI f'tlt L'Ll4 9'LL ,L/l-0{t aL1 out OWI Orort 0'00 ,0f ffOCI Orort ffOfl O'L01 .� 4'011 Cd8 0'88 0'18 ,f9 Gtd1 awl B'801 L"99 .� O'OCi 0'811 9'�l fftk .901 ,Z9 ffOfl Orofl LOCI Will .0r GOft ffOCi 0'�1 L'801 .Of VIM 0'98 C191 9" 9'89 ae9 4'IZI riot 8.911 0'ZL a48 fforl reu oafl o•{e ,91 0'061 0'061 owl OTS it ffOfl O0'"1 1'901 «8f Orofl GOCt O'Ofl LCal«OC Wigs viol GB{l OIL ,99 owl 0`601 real oWOR.49 Durr 10 -al GOfI Dae Wt -ea «8i 0'"I owl floc{ ffdol .L1 Nomm 3MM tY ffofl Get orort owl Ar cors Dort orott or 4•Cdt rot troll e'cL .a GOrI LYII ffOrl 4'80 «i9 gives 0`63110`6311 GOC{ Z'LB .94 0,091l aril owl [•ut � .7,i oror{ Gatt croft Gest XGorr ffarl Dor{ ffafl ,df Owl ffll{ watt 4'18 .09 Dross Gal ffOC{ G401 .49 OW Gac{ Gar{ nil «9i Dort Goc{ Gof{ Goll •0e .Zi Orofl Orort WWI Gas{ ,9f Orofl Was Oroft GOtI .Or watt rat MI. 1901 ,00 OroCI Vag 0`099 1.911 ,19 oroct fforl orae{ ffort ,94 az/t-9e owl Owl raft ff�l .L1 (sort Gort ffort Daft mororl ororl orort Get .or oroc{ OWL out Goll .oe owl orofl Gact Dart .49 croft orof{ WOO ororl ,91 gives OroCI GOfi owl .04 .Z4 Oroft 0'OS! OW OroCI «9r wort GOr{ Orort OWa0C 1FA 7M :- 'ua -i Yt9 viAM m(tE) luate `ffl 170P1 ,9N '170N 7POW ,IR, 710'BNIQ 7Yt1fl10N ,Lt, Qmm,9P, t{NgP ,lP, liitlP ,iP, SR9P SNJNO2 ,ZP, B{1PP b1YJJ10'LIROR 8J,t7QR{CU3,iNt Ilbim BNOPP1Ofr d8d ^ ,4LI:fYdYD Qtl0'[ NOPIIOW SUNSI NE SEE SEPA 48 87 1/2' MAX OR // D ORS� Q ORCIL4e z� 01, So \\\ F�/111- 88 3/4° VM. DOOR MULLION LOAD CAPACITY -PW MMI MTN mWm PRAMS WBlft' INCitl JAMB 'JDA' JAMB Wl' JAMB 'JDl' JAMB '08' JAMD 'JUO' MULL °M01' MULL '14ft' MULL WO MOLL 'MD4 0'D'. (} INT. ltJ WT. +) W (+) ) 32 38 42 48 Ifo 32 38 42 48 54 W 89-1/2 120. 120.0 120.0 120.0 120.0 120.0 12MO 120. 120. 120.0 120.0 120.0 1204 120.0 12U 120.0 1204 120.0 12U 120.0 119.4 120.0 120. 120.0 32 30 42 48 34 08-1/2 IOU 120.0 12MO 120.0 104.2 120.0 120.0 120.0 97.2 120.0 12&0 12D.0 91.1 12010 12041204 TOA 98.7 120.0 118A 120. 32 38 42 48 110-1/2 77.8 120. 90.0 8B.7 00.0 90.0 73.8 114.4 BILE 108.7 ��l 84.8 100.0 48 87 1/2' MAX OR // D ORS� Q ORCIL4e z� 01, So \\\ F�/111- 88 3/4° VM. DDWS SiR4S1ONE DOOR SEE SEPARATE NOA DOOR MUM.fON LOAD CAPACITY -PSS' BIOMM INCIM PRAMS OD2w JAMS '302' JAMB 'JDl'' JAMB JAMB 'JDs' JAMB 'JDW MUL4 '(MD)IMOLL '(MD)2' MULL 'M0)3' MULL 'BID4! 0'D'. (} INT. ltJ WT. +) W (+) ) 32 38 42 48 Ifo 98-1/2 W. 00.0 90.0 80.(0 94 W. an 90.0 00.0 WA 00.0 00.0 solo 20.0 90.0 90.0 88.7 80.0 WA 00.0 32 38 0.2 48 110-1/2 77.8 904 204 20.0 73. WA solo 004 88.8 904 WA W. 84.8 W.O. W.0 804 32 39 42 48 114 TOA W.0 9" 004 97.2 00.0 80.0 W.0 82.7 W o W.0 90.0 8B.7 00.0 90.0 904 32 38 42 45 170 WA W.0 00.0 904 67. 89.4 00.0 904 83.8 83.3 89.1 904 80.4 AL, B3.8 904 DDWS SiR4S1ONE DOOR SEE SEPARATE NOA 48 1/2° MNL WOR WIDTH 1 TRANSITION MULLION D INR ps U ..o...° / i 0 * n JAVM _AMUD u E � a i % n ' By drawing no. o\ IW08-90 AR 0 6 201Z 43 DOOR-WINDOWALL TRANSITION MULLION * n JAVM _AMUD p1tpDUR:TRBYl98U RA, PE C.gN.3939 B�WIOo�1vi0NLoFioTidO Z No • 6 ' ' By drawing no. IW08-90 AR 0 6 201Z WIDTH (W) - 2 Wt V122 YADIH (W) A 091 4• W2 2 331 i3* 4" s, 3° a• 3' a• 8' 8° 3° 3' 3' g° 3• 3• Y 3' 5" ANCHORS TYP89t SEE S116ET 8 HIR CESCFWTM A2 m (2 ANCHORS TYPE A' AT EACH SIDE OF JAMS AND MULLION Be 123 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION c2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION DS = 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMS AND MULLION AS m ANCHORS TYPE A'AT EACH SIDE OF JAMBAND MUWCN B3 = 3ANCHORS TYPE 'S' AT EACH SIDE OF JAMS AND MULLION CS m 1.3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULUON DS o 3 ANCHORS TYPE 'D' AT EACH SIDE OF JAMS AND MULLION A4 = (4) ANCJiORS TYPE 'A' AT EACH SIDE OF JAMB AND LIULUON B4 = 4 ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION C4 n 4 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION 114 m 4 ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. WIDTH (W) 0 2l f WE "SKNE 1WN0079S r� SEPARATTrAE Not ANCHOR LOAD CAPACITY - POP EXL(4) & INT.(-) ' NOMINAL DINS. ANCHORS TM 'A' ANCROD TYPE '8' & V ANCHORS TYPE 'C' MIN (Pt) RWE HMO AS 168 A4 R8/D8 83/08 84/04 CS Co C4 30' 38• 42" Or 54` 80° n. 130.0 130.0 130.0 130.0 130.0 13MO 1300 130.0 130.0 108.4 130.0 1300 130.0 1304 130.0 130.0 130.0 1300 0&0 130.0 1300 122.3 130.0 1304 130.0 130.0 130.0 St3 12ZO 130.0 1070 1304 1300 123.3 130.0 7300 72.3 108.4 130.0 06.1 1300 130.0 109.6 130.0 130.0 88.1 97.6 130.0 8816 128.4 130.0 98.7 130A 130.0 30" 36° 4Y 46° 54' aw 78• 1201. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 700.1 1300 1300 130.0 1300 130.0 130.0 130.0 130.0 848 128 7 130.0 112.9 1300 130.0 130.0 130.0 130.0 75.1 1128 130.0 98.8 130.0 13140 113.8 130.0 1300 86.7 100.1 130.0 07.8 130.0 130.0 101.2 130.0 00.0 80.1 80.1 120.1 79.0 1189 130.0 91.1 130.0 130.0 • 30° 36' 42' 48' 84' 80' 86-tI„ 109.3 130.0 130.0 130.0 t30.0 130.0 130.0 130.0 1304 09.3 130.0 130.0 118.8 130.0 130.0 130.0 t30.0 130.0 774 110.1 130.0 101.8 1300 1300 117.3 1304 130.0 07.7 101.6 130.0 SISA 13D.0 130.0 102.7 130.0 130.0 60.2 90.3 120.4 79.2 116.0 130.0 813 130.0 130.0 54.2 81.2 1083 710. 1089 130.0 62.1 123.2 130.0 30' 30' 42'W74.4 40' 84° 80° 100.1 130.0 t30.0 130.0 130A 130.0 130.0 130.0 130.0 869 130.0 130.0 114.1 130.0 130.0 13" 1300 130.0 111.5 1300 979 1304 130.0 1120 .130.0 130.0 88.1 07.6 1304 8&6 126.4 130.0 98.7 130.0 130.0 579 889 115.7 781 114.1 130.0 67.7 1304 13.00 52.1 78.1 104.1 88.6 IOW 139.0 789 118.4 130.0 30' 36` 42'98. 46' 5$ 60° 97.6 130.0 t30.0 126.4 130.0 130.0 130.0 130.0 13010 813 1220 130.0 107.0 130.0 130.0 1233 130.0 13%0 89.7 104.0 130.0 91.7 130.0 130.0 108.7 130.0 13%0 61.0 91.5 122.0 803 120.4 130.0 It" 13%0 130.0 84.2 813 8.4 70 71.3 107.0 1304 82.2 1233 130.0 489 73.2 87.8 64.2 983 126.4 74.0 111.0 130.0 30' ;Sr 42' 48' 54' 09-I/2• 98.1 t30A 1300 1281 IMO 130.0 130.0 130.0 130.0 79.3 118.9 130.0 1043 130.0 13010 1202 130.0 130.o 679 1019 13%0 89.4 130.0 130.0 103.0 1300 1300 590 89.2 1189 782 1173 130.0 09.2 1380 130.0 52.8 79.3 105.7 89.5 1043 130.0 eat 120.2 1300 30' 102" 91.9 130A MILD 1209 130.0 130.0 1300 130.0PiX036• 769 1149 13%0 100.7 130.0 1300 116.1 130042' 68.8 98.4 130.0 883 1299 130.0 09.5 130048° $7.4 881 114.8 MS 1133 1304 87.1 t30.064' SIA 76.5 tOLI 87.1 IM7 130.0 77.4 /toll30' 48` for723 869 1304 130.0 114.1 130.0 130.0 130.0 130.038' 108.4 1300 S&I 130.0 1300 108.6 130042' 82.0 03.0 123.9 819 12ZJ 130.0 04.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 1233 1304 30' 36° 42' 48' 110-1/2° 649 127.2 130.0 111.0 130.0 1304 1289 1300 130.0 70.7 106.0 1304 23.0 130A 1300 107.1 1300 130.0 60.6 909 1 121.1 79.7 11(k9 1300 919 130.0 130.0 53.0 79.5 108.0 69.7 104.6 130.0 804 120.5 130D 30° 36' 42' 48' 114' 82.2 1233 130.0 108.1 130.0 13U 1249 1300 13%0 09.5 102.7 130.0 801 1300 130.0 1030 1304 1300 58.7 88.1 117.4 77.2 115.8 130.0 884 130A 139.0 31.4 77.1 102.7 67.6 101.4 13MO 779 1169 1300 30' 35' 4Y 46° 1 120° 1 781 117.1 130.0 102.7 130.0 130.0 1184 1304 130.0 S& I 97.6 13%0 88.6 128.4 1300 96.7 130.0 13%0 889 83.7 111.5 73.4 110.1 130.0 84.0 126.9 1300 464 1 73.2 9716 642 983 1284 74.0 1 111.0 1304 WIDTH (W) - 2 Wt V122 YADIH (W) A 091 4• W2 2 331 i3* 4" s, 3° a• 3' a• 8' 8° 3° 3' 3' g° 3• 3• Y 3' 5" ANCHORS TYP89t SEE S116ET 8 HIR CESCFWTM A2 m (2 ANCHORS TYPE A' AT EACH SIDE OF JAMS AND MULLION Be 123 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION c2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION DS = 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMS AND MULLION AS m ANCHORS TYPE A'AT EACH SIDE OF JAMBAND MUWCN B3 = 3ANCHORS TYPE 'S' AT EACH SIDE OF JAMS AND MULLION CS m 1.3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULUON DS o 3 ANCHORS TYPE 'D' AT EACH SIDE OF JAMS AND MULLION A4 = (4) ANCJiORS TYPE 'A' AT EACH SIDE OF JAMB AND LIULUON B4 = 4 ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION C4 n 4 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION 114 m 4 ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. WIDTH (W) 0 2l f WE "SKNE 1WN0079S r� SEPARATTrAE Not 1 Wt 12 WaTH M s Wt ♦ Wa 2 RODOCTRENEMAM asompt)1eg w9h the Fkrlm R,1d1agC,de AcccpteaeaNa 2 EspbeU,a Det, t$ nNcxans1-9 .P,dd Ceb Er4ft 4WD AMAU • .. PRODUCYRBPISIID ONO. aslamPlY NBhth,PtaHde Etna x 765't � jf ,63upl�O Dal, )9 PraWal 0 8 2012 a vend � 9 Y \ o d \ 1 Wt 12 WaTH M s Wt ♦ Wa 2 RODOCTRENEMAM asompt)1eg w9h the Fkrlm R,1d1agC,de AcccpteaeaNa 2 EspbeU,a Det, t$ nNcxans1-9 .P,dd Ceb Er4ft 4WD AMAU • .. PRODUCYRBPISIID ONO. aslamPlY NBhth,PtaHde Etna x 765't � jf ,63upl�O Dal, )9 PraWal 0 8 2012 DOOR-WINDOWALL TRANSITION MULLION SUNSHINE WINDOWS {-DOOR & TRANSOM i SEE SEPARATE NOA 9 \ aoao a Ell \ 0 \ 8 121 DOOR MUIJJON LOAD CAPACITY-PSF 81DIUM [KIM FRMS Imm IIGHTNCRSS JAMB '3DB' JAMB 'JDI' JAMB 'JIJAMB 'DO' JAMB 'JDB UML 'M L, MULL 'MDV MULL '(M ( I.. (-1) M. (-�j OiT.. (+) )04' DFi'.- m 30 36 42 48 84 0a 80 BOA 80.0 10.0 90.0 90.0 solo 2010 9014 90.0 90.0 9014 80.0 90.0 90.0 9014 80.0 8814 90.0 20.0 9014 01.0 9014 9014 90.0 30 38 42 48 84 102 88.3 80.0 OOlo 90.0 809 90.0 BOA 8014 78.2 SOA 9014 BOA 71.9 90.0 9014 80.0 88.2 90A 9014 90.0 30 39 42 40 108 69.8 90.0 9014 90.0 98.4 00.0 0" 90.0 01.7 BOA 6" 90.0 88.8 80.0 08.3 9014 30 39 42 48 114 87.2 88.7 90A 90.0 83.9 Ime 05.3 9" 91.0 7814 4D.7 SDA 48.3 749 78.6 30 38 42 48 30 38 42 48 120 479 74.1 78.7 148.1 89.9 7414 V 42.7 86.2 708 89.1 40.8 82.8 07A DOOR-WINDOWALL TRANSITION MULLION SUNSHINE WINDOWS {-DOOR & TRANSOM i SEE SEPARATE NOA 9 \ aoao a Ell \ 0 \ 8 121 j II 1 I I tl��3• 113. 3"30 3, 3"3" 3, A9. B8, C9 A4 ANCHORS TYPB9t WE SHEET 8 PDR DESCRIPTION AS= 133, ) ANCHORS TYPE 'A AT EACH SIDE OF DOOR MULLION BB m ANCHORS TYPE 'B' AT EACH SME OF DOOR MULLION C3 = ANCHORS TYPE 'C' AT EACH SDE OF DOOR MULLION DS 3 ANCHORS TYPE '0' AT EACH SHOE OF DOOR MULLION 144 (4) ANCHORS TYPE 'A AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I TRANSITION MULLION ANCHORS 1 _ FRODucrRBvisBO g 7qDimas mdm�lY>nBWNlaltsFlB7Id0 CA 30.387 18¢OW.OaatT , �, 0 2012 dmwMg no. W0$-90 a DOR aPens/ UI� WIDTH (W) FRAME HOOHI A8 A4 e / 30 38 42 48 04 BD Be "A 90.0 90.0 9014 1 \ i 71.8 90.0 00.0 e 31- 88.4 90.0 90.0 Slogure WDTR 88 3/4" M. j II 1 I I tl��3• 113. 3"30 3, 3"3" 3, A9. B8, C9 A4 ANCHORS TYPB9t WE SHEET 8 PDR DESCRIPTION AS= 133, ) ANCHORS TYPE 'A AT EACH SIDE OF DOOR MULLION BB m ANCHORS TYPE 'B' AT EACH SME OF DOOR MULLION C3 = ANCHORS TYPE 'C' AT EACH SDE OF DOOR MULLION DS 3 ANCHORS TYPE '0' AT EACH SHOE OF DOOR MULLION 144 (4) ANCHORS TYPE 'A AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I TRANSITION MULLION ANCHORS 1 _ FRODucrRBvisBO g 7qDimas mdm�lY>nBWNlaltsFlB7Id0 CA 30.387 18¢OW.OaatT , �, 0 2012 dmwMg no. W0$-90 ANCHOR LOAD CAPACITY - PSP EXL(+) & UR.(-) NOMINAL DIME. ANCHORS TYPB 'A' ANCHORS ANCHORS TYPR 'B' & 'D' TYPR 'C' WIDTH (W) FRAME HOOHI A8 A4 BO DS CII 30 38 42 48 04 BD Be "A 90.0 90.0 9014 78A 90.0 90.0 BOA 71.8 90.0 00.0 9014 88.4 90.0 90.0 90.0 08.4 88.0 80.0 90.0 02.8 02.3 823 OOA 30 36 42 46 84 102 74.4 9014 90.0 90.0 72.4 sea 80.0 00.0 88.8 90.0 9014 90.0 888 88.2 BU 90.0 6214 823 62.3 90.0 30 36 42 48 too 73.8 90.0 SQA 90.0 09.8 80.0 90A 90.0 6614 e89 M9 90.0 429 82.7 82.7 BOA 30 30 42 48 114 70.8 9014 BOA 90.0 07.0 8&1 1 88.1 90.0 e3.88314 83.6 BOA WA 798 78.8 90.0 30 38 42 48 120 88.3 SBA 8014 90.0 64.8 84.9 84.9 Boa W. 8014 60.6 90.0 88.1 708 74A 89.1 j II 1 I I tl��3• 113. 3"30 3, 3"3" 3, A9. B8, C9 A4 ANCHORS TYPB9t WE SHEET 8 PDR DESCRIPTION AS= 133, ) ANCHORS TYPE 'A AT EACH SIDE OF DOOR MULLION BB m ANCHORS TYPE 'B' AT EACH SME OF DOOR MULLION C3 = ANCHORS TYPE 'C' AT EACH SDE OF DOOR MULLION DS 3 ANCHORS TYPE '0' AT EACH SHOE OF DOOR MULLION 144 (4) ANCHORS TYPE 'A AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I TRANSITION MULLION ANCHORS 1 _ FRODucrRBvisBO g 7qDimas mdm�lY>nBWNlaltsFlB7Id0 CA 30.387 18¢OW.OaatT , �, 0 2012 dmwMg no. W0$-90 SEE SIX XM. MR SPACING W1 TYPICAL ANGORS: SEE ELEV. FOR SPACNG Fm -z n' -- — — — — — — — — IX DIA nMIM BY 'I INTO 20Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-3/8' MN. PENETRARON INTO WOOD THRU 1SY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO COMO. I ANCHOR EWE DISTANCES INTO CONCRETE AND MASONRY a 2-1/2' MIN. INTO WOOD STRUCTURE - 1" MIN. 1/4" GA HILTI Wm CON Q By 'HILTt' I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MN, PENETRATION INTO WOOD I THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE I DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY n 3' MIN. LwO WOOD STRUCTURE^ . MIN. — — — — — — ' — — ail 6" DIA ULTRACON BY 'ELCO' I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES . WITH 1-1/2" MN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MN. EMBED INTO CONIC. A00 EDGE DISTANCES INTO CONCRETE AND MASONRY m 3' MIN. LNTO WOOD STRUCTURE 1" MIN. J14 SMS OR SELF DRILLING SCREWS ST/ST INTO METAL STRUCTURES STEEL : 12. GA MN. (Fy a 38 KSI MIN.) ALUMM M : 1/8" T'HK. MN. (8083-T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES 4=11111VU NEW0111 • L INTO— METRUAL STCTURE = 1/2' MIN. •aeBmPtytnga116duF— • — — — — — — — • — ±�Idle>;cme A�e�oA� 1B SgALANTS: D�� r VLBBD • od � • -eomMol)tyWgatU10�crRwmft FTa vIA PE�oz"2 Isdu lldg (ZING E CORNE BEAD TO �JE1 SEALEDWITHSILICONE EALANT. ON AND PERETER OF 1 WOOD TACKS AND METAL STRUCTURES NOT BY SUNSHINE WDW. r MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. M fl 8 2012 dromino Do. U. SM SPACE roV.V t/4" FOR ANCHOR A SPACE 1/2' ANCHORR 'B' & 'C' 6G1f. SH141 SPACE 1 4" FOR ANCHOR D 1 4 FOR ANtStOR h' 4Yt�D OUtoy ® SEE CAP & 4 S/2" MICHORS '9' n" JpApMBp ANCHORS r b 3 •SEE ELHALtVATIDRS v 4 ' FOR SPACSTO • b —1 METAL a STRUCTUttE3 El s p 0 t} • � � 0.4 OPO. EXTERIORFOR SPACING ' JAMB ANCHM • ... .: DPTIOHAL �' <• •' FRAME MM •' ? rE SEE ELEYARONS JAMB ANCHORSANCHOREb JAMBS 33� Qj ELEVATIONS i DO NOT EMM RE'@IFORM18 N C. FOR SPAS UNANCHORED —W REQUIRE REWF SEE CHART$ REwFORClttO�i1 tzi GAP 1/4" OW BOLTS TYITH NUTS 3 gg I- �8�M1 D� atfuJ 11 1/4* s° FROM ENDS E ALUM REINF. STEL REWF. n n O FO �A� & 4 AND 40-1/2° O.C. MAX. O FOR SHECAPD] & 4 t3 O OR 3& 4 d � r - -tir— e'• 11 . s ii eBA� CAPAGUY a j svomp gw bth now �S$ s 11 _ _ _ -- _- - - _- - - - --_=_--• 4eccptnaceNo • ii ---- - - - - - - —rte'•-" rntlwAsta r (8 •_JL__ M1t(em DadiPcddtkl a e t d 0.4 OPO. D.L. t)P6. D.G OPO. 4 aw JAY Ala ODISCFTngtvDhtdoPtmida s e E 76 6. BvildGtg�YCpdq NOT BY SUNSHINE tONDOR3 A�ap�tm lEo 8 4 O.LUSYRATNE ONLY DY p drawing no. fl 8 2012 W08-90 shat S of t n WITHOUT IIF. ©SEE SHEETS O & 7 FOR CAPACITY ✓� MIMR-OADE COUNTY APPROVED LARGE MWILE IMPACT RESISTANT DOOR STEEL Rw. SEE SHEETS S & 7 FOR CAPACITY MIAMI -DAVE COUNTY APPROVED LARCE MISSILE IMPACT REMANT DOGS i I LOWER VALUES FROM DOORS NOA P ------------i OR STOREFRONT SYSTEM CAPACITY CHARTS A9AMl-DAQE COUNTY APPROVED i WILL APPLY TO ENTIRE SYSTEM. r----- I I I Z LANCE MWLE IMPACT W-SlSTANT ODOR j I yM L ; ji;�eanmanme r _r81_ 1 a a c a} I y -. •.. a• o Q. a .. 4 • ° ANCHORS TYPE Q. I AApN,CHORS IYAE d1 SEEBSHHEEETS OR B 7 & O SEEBsms 7 & 4 ALUM REWIF. ----_—_-------a SEE SEPARATE NOA FOR DESIGN LOAD $�1R SHTMS & 7 ©� CAP .� CAPACITY OF DOORS AND DOOR ANCHORS. .. i I LOWER VALUES FROM DOORS NOA P ------------i OR STOREFRONT SYSTEM CAPACITY CHARTS A9AMl-DAQE COUNTY APPROVED i WILL APPLY TO ENTIRE SYSTEM. LANCE MWLE IMPACT W-SlSTANT ODOR j I __..I r—___._..___-_-_- j I I yM L ; ji;�eanmanme lv/ SEE �9HEE�TTSS'0 & 7 exam. rxaCA& z { h drawingn0. MAR 016 2012 UV08-90 sheer 9O of 12 -4.988- ��V 1.750 1.760 I8850 JA UUUM 2 750 7YP� •� •125 � 4.000 "Qn 8.000 3.780 5.080 3.750 3.984 UO HOLLOW FRAME HEAD/SILL V 4.088 3.780 lag .208 el x.780 1.790 � 2.780 Q FRAME JAMB/mumm ® DOOR MULLION 078 1.472 IYP. .878 tL 3.484 .283 N 1A OPEN BACK FRAME HEAD/SILL. 0B4 7YP. A9B8 3.988 J.7J6 4.834 .taa sago Fl t•� f.57e 0 ® MUWON SNAP-NV MATE 12 STWFENER f: -078 IYP. RMUVM 3.984 .Bm 1.000 .188 asRmmpl M8w! aletb 11 1 '_LOW[" Cate AaepMnte No tion on /B ® INTERMEDIATE HORIZONTAL 188i iS8 s 1.788 .082 3.738 M 3.229 '1 4.000 g7i NP. Engn M 142QDUyCOr�igt[LVII�D ^ ,t �C.A�N 36�S8T � 3Wid�Calotv[0f0nPtmldn yCM p 1.117 1.000 AcooPla p6 i3 8 -� a droving no. ® mAss STOP OO SHEAR CUP r3 36 KSI UN.R40 t4 0 g Zd� aheGat$11 or 1�2 iT&t NO. Rem=nmw 40AN77RY 11B8CRiPTtOH MdTBAML MANF./W1PPfd t AS BE00. FtD1.tAW FOM1NE IffM 8008-i8 - fA AS REOD. OPEN BACK FRAME FffAD/541. 8063-m - 2 A9 �. WTERMEOIATE 1L01ffiON1Al 8083-i8 _ s AS 1:Ego. flNNE JAN9/MULUON e000--m _ A9 RE40. � 6,XI�m 4 AS RE00QUISS STOP 8083-m - AS �. AWLIKIN SNAP-IN NATE 66o5-m - e t�o9s As foo. s1frA�t rJm 6�6-m r As tLEoo. 1nrEmoB BBLe or�Er wm B E98068' A8 RE00. 9PACER/SWCONE STOP V84Y1. 8A - AS REQO. BULTON BiSfPER - 9 10 -AS READ. SELBNO BLOIX AT 1/4' ROIlVT9 NEOPRENE 3/18' X 1/a' X 2' Lon tt 812 X 1-1/2' 4/ CWtNER ASSEMBLY . FItBMS 07EE1. 12 - AS REOD. MULLION Si1PFENER 8006 -TB 13 AS REQO. MUWON REINFORCAIO CHANNEL. STP.E1. 14 AS AE00. /pRJlOM REINf01�B1O BAN STEEL -4.988- ��V 1.750 1.760 I8850 JA UUUM 2 750 7YP� •� •125 � 4.000 "Qn 8.000 3.780 5.080 3.750 3.984 UO HOLLOW FRAME HEAD/SILL V 4.088 3.780 lag .208 el x.780 1.790 � 2.780 Q FRAME JAMB/mumm ® DOOR MULLION 078 1.472 IYP. .878 tL 3.484 .283 N 1A OPEN BACK FRAME HEAD/SILL. 0B4 7YP. A9B8 3.988 J.7J6 4.834 .taa sago Fl t•� f.57e 0 ® MUWON SNAP-NV MATE 12 STWFENER f: -078 IYP. RMUVM 3.984 .Bm 1.000 .188 asRmmpl M8w! aletb 11 1 '_LOW[" Cate AaepMnte No tion on /B ® INTERMEDIATE HORIZONTAL 188i iS8 s 1.788 .082 3.738 M 3.229 '1 4.000 g7i NP. Engn M 142QDUyCOr�igt[LVII�D ^ ,t �C.A�N 36�S8T � 3Wid�Calotv[0f0nPtmldn yCM p 1.117 1.000 AcooPla p6 i3 8 -� a droving no. ® mAss STOP OO SHEAR CUP r3 36 KSI UN.R40 t4 0 g Zd� aheGat$11 or 1�2 iT&t NO. Rem=nmw 40AN77RY 11B8CRiPTtOH MdTBAML MANF./W1PPfd t AS BE00. FtD1.tAW FOM1NE IffM 8008-i8 - fA AS REOD. OPEN BACK FRAME FffAD/541. 8063-m - 2 A9 �. WTERMEOIATE 1L01ffiON1Al 8083-i8 _ s AS 1:Ego. flNNE JAN9/MULUON e000--m _ A9 RE40. � 6,XI�m 4 AS RE00QUISS STOP 8083-m - AS �. AWLIKIN SNAP-IN NATE 66o5-m - e t�o9s As foo. s1frA�t rJm 6�6-m r As tLEoo. 1nrEmoB BBLe or�Er wm B E98068' A8 RE00. 9PACER/SWCONE STOP V84Y1. 8A - AS REQO. BULTON BiSfPER - 9 10 -AS READ. SELBNO BLOIX AT 1/4' ROIlVT9 NEOPRENE 3/18' X 1/a' X 2' Lon A2 x 1/z• d sms %7 JOD V[ drowing rro. W08-90 10 46" 44" 4" 41" 72" 45 1/4" 24" 40 3/4" 103" N FRONT N n LO r 0 N N 0 NI 1.440 57" 0 "wo I I, j 00 E.T. R. E.T.R. 0 © N -��1 © M E.T.R. JUL ® 12014 91 co �o OD LEFT VIEW N E.T.R. FLOOR x n CD 213/" 63 3/4" 22 1/2' 22 5/e 75" 22" 715/8' 35" 35" 10"46 1/2° 76" 231/2' 34" 14" 72" 8" 72 1 /4" r—r 0 O M N O \ sk M c4 X00 a O O O O ©O O O © ® O O 0"37" 50" 74" 50" 37" 50" 74" 50" 37" L22" 37" E.T.R. = EXISTING TO REMAIN IVZF_1Ca e co 0 00 M E.T.R. rl%1vin 1 vlr_vv 104" 37" 112 1/8" 37" 59" 163" 37" 57" FLOOR PLAN SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 LL— U) I (l 0 L.Lj LLJ a[),.f U (D C] n _ < w (D0 z U � � .7:�i Cf) CID m W z CN LH Drawn Sr. Date: 06/20/2014 Scale: N.T.S. Revision: Revision: DRAWING N0. SHEET 1 OF 4 FRONT ELEVATION RIGHT SIDE ELEVATION \2/ 0 REAR ELEVATION +0'-0" TOSO ® 0 0O O0M L go QRD A0 LEFT SIDE ELEVATION ELEVATIONS N.T.S FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 LL- i(n Cf) LIJ LiJ LJJ Q � U O =D = O n Cf) _ < w< =o U � � LiJ z N Drown s,,: LH Date: 06/20/2014 Scale: 3/32' = 1' Revision• Revision: DRAWING N0. SHEET 2 OF 4 103 1/4° Zl[�TTOM (SF) 103 1/4° X 83 1/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +36.22 PSF < +130.00 PSF -45.44 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 5 20 3/4° MARK B (SF) 20 3/4° X 78 3/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -53.70 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 5 2 63 3/4° 0 3/4° M M \ °r`° n n 1 11+- U ,rL'4:;6 FRENCH DOOR 63 3/4° X 79 1/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +37.49 PSF < +80.00 PSF -40.79 PSF < -90.00 PSF NOk 14-0109.06 ZONE: - 4 63 3/4° 313/4' 20 3/4° \ � M • n co MARK F FRENCH DOOR 63 3/4° X 79 1/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +37.31 PSF < +80.00 PSF -40.59 PSF < -90.00 PSF NOA:14-0109.06 ZONE: - 4 MARK G (SF) 31 3/4° X 79 1/4 - QTY /4"QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +39.25 PSF < +130.00 PSF -42.65 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK H (SF) 20 3/4° X 80 3/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK D (SF) 21 ° X 78 3/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 63 3/4° \ M co MARK U FRENCH DOOR 63 3/4° X 80 3/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +37.31 PSF < +77.13 PSF -40.59 PSF < -77.13 PSF NOA:14-0109.06 ZONE: - 4 MARK E (SF) 20 3/4° X 79 1/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 22 1/2° MARK J (SF) 22 1/2° X 80 3/4° QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +39.70 PSF < +130.00 PSF -43.08 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. .................. ..................... ................. ..................... ...................... ........................ ......................... ................ ............... ................ ............... ................ ............... ................ ............................... ............................... ............................... ............................... .............................. ............................... . Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 J LL- iV) V) W Q W W < U O � = O � � � 2 � W � _ � O V) CU '� W Z d- cV Dr. LH Date: 06/20/2014 Scale: 3/16' = 1' Revision: Revision: DRAWING N0. SHEET 3 OF 4 22 5/8" --- I I -F M M M M 00 01tu Sunshine Windows Do C)tu 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 00 Ct J LL V) WCn 0 W W Q U O ::D = O MARK L (SF) 22" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB =J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 (SF) 23 1/2 " X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +39.70 PSF < +130.00 PSF -43.08 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK M (SF) 22 5/8" X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +39.70 PSF < +130.00 PSF -43.08 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK R FRENCH DOOR 34" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +38.85 PSF < +77.13 PSF -42.23 PSF < -77.13 PSF NOA:14-0109.06 ZONE: - 4 MARK 0 (SF) 35" X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +38.85 PSF < +130.00 PSF -42.23 PSF < -130.00 PSF N OA:13-.0122.05 ZONE: - 4 2" X 5" X 80 3/4" MULLION QTY = 1 HEAD ANCHOR: INTO WOOD SILL ANCHOR: INTO METAL WIND LOAD DESIGN LOAD +39.25 PSF < +65.40 PSF -42.65 PSF < -65.40 PSF NOA:12-0308.37 ZONE: - 4 MARK P (SF) 46 1/2" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +38.04 PSF < +130.00 PSF -41.40 PSF < -130.00 PSF NCA: 13-0122.05 ZONE: - 4 72" M n MARK S FRENCH DOOR 72" X 79 3/4" GLASS: CLEAR IMPACT RESISTANT QTY = 1. DESIGN LOAD JAMB = J1 ANCHOR = A2 WIND LOAD DESIGN LOAD +37.13 PSF < +80.00 PSF -40.39 PSF < -90.00 PSF N OA:14-0109.06 ZONE: - 4 MARK T (SF) 72 1/4- X 83 1/4 - QTY /4"QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +36.95 PSF < +130.00 PSF -47.06 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 5 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... ............................... ............................... ............................... ............................... ............................... ............................... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 J LL V) WCn 0 W W Q U O ::D = O ::D Q- C/) _ < w =moo U C/) ♦(n /� `o V W z d - N Drawn Bir LH Date: 06/20/2014 Scale. 3/16" = 1, Revision- Revision: DRAWING N0. SHEET 4OF4 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. 'W bl - 1'4 - % WD PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING Dg REVISION ❑ EXTENSION F-1RENEWAL r ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION [] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l 2� !l)¢ �l (O 5+ City Miami Shores County Miami Dade Zia: 33 t3� Folio/Parcel#: 11- 3 2 0 (o - 013 - Z116070 is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �% �k\ � � �Pi ` Phone#: �0 -63 " Address: f 'L'f N a" '�;`v City: J"e,1aw: State: �C_ Zip: 3313$ Tenant/Lessee Name: Phone#: Email; CONTRACTOR: Company Name: Address: %I ?_9S� 4? - -cul. C K)C;zA �:g i Sas " City: St ate• - Zip: _ 35% b 5 Qualifier Name: —5�\ �o n z L Phone#: State Certification or Registration #: Certificate of Competency #: 0 a b S 00 27.5 DESIGNER: Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit: `IN Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ Newepair/Replace ❑demolition • \ \ \ \ �- Description of Work. Specify color of color thm tile: Submittal Fee $ Permit Fee $ " ` CCF $ CO/CC $ I Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ �- TOTAL FEE NOW DUE $ IZ-11-.) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 $251)0, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fast 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. OWNER or AGENT The foregoing instrument rw�fa�ssaaacknowledged before me this day of wic 1 il�� , 20 I by �l (1-0 S who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 4v)W CO^v1M1SSI0N #FF028644 Seal: EXPIRES: JUN 21, 2017 Bonded through 1 st State Insurance The foregoing instrument was acknowledged before a this '/X4 day of �d�h6r . 20 /- by � ' �®e2- , who isper _n Ily known JP me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: Structural Review (ReAsed02/24/2014) as URISELL ESTUPINAN Notary Public - State of Florida -:My Comm. Expires Ma v 17, 2015 Commission # EE 94962 Handed TMwwh W'OoAai niotary Assn. ��r�xes�s�s�e•x�aess�rs��sseffi��sx�x��x Zoning Clerk L_ J M1AMaDADE MI"ff DADE.COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER.) 11885 SSV 26 StweL Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2M NOTICE OF ACCiamidade eUkLoa my Sunshine Windows Manufacturing, Inc. 1745 W. 3e Place Hialeah, FL 33012 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 hfiiami-Dade County Product Control Section (In hfiiami Dade County) andlor the A13J (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 Florida Building Code, including the High Velocity Hurricane Zone.on ; • • • • • ...... DESCRIPTION: Series 118000" Aluminum Window Wall System — L.M I. • • • • • • APPROVAL DOCUMENT: Drawing No. W08 90, titled "Series 8M Alum' •WM01-v Wall System • •..:. (L:M.Ly'sheets 1 through 12 of 12, dated 11111/08, with revision A dated 03/0511 ire by Ar Farooq ; • • • • Corporation, signed and sealed by Javad Ahmad, P.B., bearing the Miami-Dade'(;4 Pro"Xontrol • • Renewal stamp with the Notice of Acceptance number and expiration date by the, rami--Ij�de County .. Product Control Section. .. • • • • .. • .. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :*a:*: . • LABELING: Each unit shall bear a permanent label with the manufacturer's flame or logo,.ar .state; • • • • model/series, and following statement: "Miami Dade County Product Control Appygdtcr, unlAs otherwise:.... note herein. *0.* ••• 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 aifeciing the perkwmansar of this product. TERMINATION of this NOA will omw atter 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. ADVERTISEMCNT.- The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOAH 12-0314.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE S BIVIITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing. No W08-90, titled "Series 8000 Alum. Window Wall System (L -M -L)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0314.08) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Tess, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. : ... : . FTL-5447, dated 12119/07, signed and sealed by Michael R. Wchze4T.E. • • • • • • • 66 6 (Submitted under NOA#08-1114.16) :080: • 0000.. .0000.. . • 0000.. C. CALCULATIONS •••• 6 6 analysis, complying VAN FBV-2004 •••••• ..... 1. Anchor veriftcatian calculations and structural and FBC 2007, dated 09/02/08, prepared by AlFarooq Corpora%.Ut,. 4giled l nal.ed 000 ' 0. • .. . 0 66 by Humayoun Farooq, P.E. 0000.. .000.6 0 • . . . . (Subinilted under previous NOA#09114.13.10] ' ' 000 • 0.. 2. Glazing complies with ASTM El 300-04 .. 0000.. .. . 0060 0 6 D. QUALITY ASSURANCE • • : • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours & Co., Ine. for their "DuPont SentryGlasS Interlayer" dated 08/25/11, expuing on 01/14/17. 2. Notice of Acceptance No.114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite§ PVB Interlayer" dated 09/08/11, expiring on 12/11116. L Manu P.E. Product Congo! Ex er NOA 122.05 Expiration Date: April 03, 2018 Approval Date. April 25, 2013 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE% EVIDENCE SUBMITTED F. STATEMENTS 1.. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated March 05, 2012, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Subnuffed under previous NOA No. 12-0314.08) 2. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12119107, signed and sealed by Michael R. We=l, P.E. (Subndffed under NOA No.08 IIl4.l6) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nu5m (Subtniffed unders NOA No. 004413. 10) G.- OTHERS 1. Notice of Acceptance No. 1?�4314.08, issued to Sunshine Windows Manufacturing, Inc. for their Series 8000 Aluminum Window Wall System —LAII, approved on • • • 05/24/12 and expiring on 04/03113. .. , sees ...... •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• • *000 r Manus Per Product ControExAminitr l NOA No. 134=605 Expiration Date: Apr1103, 2018 Approval Date: Apr[[ 2% 2013 E-2 19 L G � i R R r 7 n r � 1L, OPO. D.L. OPO. D.L OPO- SIZE PO.S E SHEET 2 SEE SHEET 2 SEE SHEET 2 e MAX. HEAD/SIU. CORNERS ` ANCHORS TYPE A, 8, C OR D 2. 3 OR 4 AT EACH JAMB— SEE SHEET 6 SERIFS BUO(I AL NIN U WIND91 WAIL SYSTEM THIS SYSTEM IS RATED FOR IIARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA OtNLOING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEY6ND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • . REQUIREMENTS OF THE FLORIDA SLOG. 0009 SECTION 2003.6.4. MAX. MULLION SPACING SEE SHEET 3 & 4 1 1 ANCHORS TYPE A, 8, C OR D 2, 3 OR 4 AT EACH SIDES HEELION ' FA 1 ` SEE 'SUNSHINE WI �oR 'DO I CA{0 & DETAILS. "w—__Oe t t~_rSEEE SH ETS 6 & ANCHORS ,INSIRMIONS: USE CHARTS AS FOLLOWS, STER 1 OLTERMME DESIGN WIND LOAD REQUIREMENT WED ND vnite: D.L. OPG. D.L. OPO. • s • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ASOVE OR SIMILAR C VJ 8E • VERIFIED BY INSCRIBING-PICTURI WINDOW SHAPE WITHIN SQUARE OR RECTANGLE ;d SHOWN IN QOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM 'CHOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. v W Joel 'RODumRsNRNaD PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. avomplyinswilh the STEL,? 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD SIZE. %WhIgCade Aeccptance No / !' Engn J AD CAPACITY OF DESIRED GLASS E iraear Date J raml.iag92 ,%Ep 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND t'LA• Qp�. • y38 HEIGHT USING CHARTS ON SHEETS 3 THRU 7 gy THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. data ! c r&Ilet j USING CHARTS ON SHEETS 6 do 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED C r i I I I . STEP 3 THE LOWEST VALUE RESULTING FROM STEPS -2. 3 ' AND 4 SHALL APPLY TO ENTtm SYSTEM. N e MAX. HEAD/SIU. CORNERS ` ANCHORS TYPE A, 8, C OR D 2. 3 OR 4 AT EACH JAMB— SEE SHEET 6 SERIFS BUO(I AL NIN U WIND91 WAIL SYSTEM THIS SYSTEM IS RATED FOR IIARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA OtNLOING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEY6ND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • . REQUIREMENTS OF THE FLORIDA SLOG. 0009 SECTION 2003.6.4. MAX. MULLION SPACING SEE SHEET 3 & 4 1 1 ANCHORS TYPE A, 8, C OR D 2, 3 OR 4 AT EACH SIDES HEELION ' FA 1 ` SEE 'SUNSHINE WI �oR 'DO I CA{0 & DETAILS. "w—__Oe t t~_rSEEE SH ETS 6 & ANCHORS ,INSIRMIONS: USE CHARTS AS FOLLOWS, STER 1 OLTERMME DESIGN WIND LOAD REQUIREMENT WED ND vnite: D.L. OPG. D.L. OPO. • s • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ASOVE OR SIMILAR C VJ 8E • VERIFIED BY INSCRIBING-PICTURI WINDOW SHAPE WITHIN SQUARE OR RECTANGLE ;d SHOWN IN QOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM 'CHOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. v W Joel ON WIND VELOCf[Y, BLDG. HEIGHT, WI USING APPLICABLE ASCI: 7 SIMDARD. 'RODumRsNRNaD PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. ON WIND VELOCf[Y, BLDG. HEIGHT, WI USING APPLICABLE ASCI: 7 SIMDARD. 'RODumRsNRNaD avomplyinswilh the STEL,? 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD SIZE. %WhIgCade Aeccptance No / !' Engn J AD CAPACITY OF DESIRED GLASS E iraear Date J raml.iag92 ,%Ep 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND t'LA• Qp�. • y38 HEIGHT USING CHARTS ON SHEETS 3 THRU 7 gy THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. data ! c r&Ilet j USING CHARTS ON SHEETS 6 do 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED W STEP 1 ABOVE. . STEP 3 THE LOWEST VALUE RESULTING FROM STEPS -2. 3 ' AND 4 SHALL APPLY TO ENTtm SYSTEM. • ••• s•• LAMINATED GLASS � LARGE MISSILE IMPACT PROL)UCT RI3Vmo .T is to plyib40" a[badoi ie C � AM w' 9 ration 6 $ I3ydrawing no. Mi W06--90 • • Doose• boos•* • • goes•• , - 1 - CLASS LOAD CAPACITY - PSI+ NOMINAL DINS. GLASS TYPE 'A' GLASS TYPE '8' 0.1..0. W0714 p.1.0. HEIGHT E%T.(+)/tNT,(-) E%T.(+)/INT.(-) 28" 32" 36" 40" 44-1/4" 48" 52" 98-1/4" 84-i/2" 60.0 130 U 60.0 130.0 00.0 130.0 60.0 130.0 80.0 • 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28" 32" 3$' 40" 44-1/4" 48" 82' 90-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 60.0 130.0 28" 32- 380 40" 44t-1/4" 46" 02" 98»1/20• 80.0 130.0 80.0 130.0 80.0 130.0 60.0 130.0 80.0 130.0 80.0 130.0 80.0 127.2 28" 32" 38" 40" 44--1/4" 48" 102-i/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 128.9 28" 32" 3$" 40" 44-1/4" 108-1%2" 80.0 130.0 80.0 130.0 60.0 130.0 80.0 130.0 80.0 130.0 Or 32" 30" 40" 44--1/4" 114-•1/2" solo 130.0 80.0 130.0 80.0 t30.0 80.0 130.0 80.0 130.0 NOTE, MASS CAPACITIES ON THIS SHEET ARE BASER ON ASTM E1300-0.4 (3 SEC. GUSTS). ALTERNATI BUTTON BUMP5R 8A 1N UEU OF VINYL. SPACER@ -6& CORNING 982 DOW CORNING 798 1/4" HEAT STREN'O GLASS 090" INT$l3LAYER BUTACITE PV13 BY 'DUPONT' 1/4" HEAT ST1tM'D MASS m 795 1/4' HEAT STREN'O OWS BY 'DUPOM1' 1/4" HEAT STREN'O OLASS RODUCTf saeb�plyyin �1uiding Ca pe cnmplYigg W191 111 Florida w D�tfic6liAFt2ca Code � � h .� Accept sit rg drawing no. 1108--90 ��P -4 ALTERNATI BUTTON BUMP5R 8A 1N UEU OF VINYL. SPACER@ -6& CORNING 982 DOW CORNING 798 1/4" HEAT STREN'O GLASS 090" INT$l3LAYER BUTACITE PV13 BY 'DUPONT' 1/4" HEAT ST1tM'D MASS m 795 1/4' HEAT STREN'O OWS BY 'DUPOM1' 1/4" HEAT STREN'O OLASS RODUCTf saeb�plyyin �1uiding Ca pe cnmplYigg W191 111 Florida w D�tfic6liAFt2ca Code � � h .� Accept sit rg drawing no. 1108--90 MULLION LOAD CAPACITY - PSP MULUONS 1YITHOUT INT111111RDIATE 14010 ONTALa NOMINAL DWI JAMB 'J2' 4AMB 'Jt' mum `Ji' JAMB 'J3' JAMB 'J3' I UNANCHOR B0 JAMB OPTIONS MULL, 'M/' MULL lbW I MULL 'M3' MULL '144, MULL 01 -TIN -3 GOTH (4O MUE HUGO EXT. (+) INT. (-) EXT. {+} INT. EtT.+) INT. -) EXT. {+} INT, (-) 30" 30" 42" 48" 54" 80" j2" 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 1300 130.0 1300 130.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 135 30" 38" 42" 48" 940 80" �" 130,0 130.0 130.0 1300 130.0 130.0 1300 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 130.0 113,7 130.0 130.0 1300 30" 38" 42" 48" 94" 60" 09" 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 119.0 130.0 130.0 130.0 107.6 130.0 1300 130.0 98,4 130.0 127.9 130.0 91,8 130.0 118.4 130.0 30" 310' 42" 48" 64" 98" 98_1/2" 030.0 130.0 130.0 130.0 128.4 t30.O 130.0 130.0 110$ 130.0 130.0 130.0 09.0 130.0 130.0 130.0 90.8 130.0 120.8 130.0 88.9 130.0 114.4 130.0 30' 38" 42" 48" 54' SO" tar 130.0 130.0 130.0 130.0 113.4 130.0 130.0 130.0 99.0 130.0 1300 130.0 88.5 130.0 123.2 130.0 80.7 129.9 111.8 130.0 78.8 128.4 108.7 129.9 30" 38" 42" 48" S3" t08" 112.4 130.0 130.0 130.0 99.0 130.0 130.0 130.0 82A 130.0 122.5 130.0 73A 118.8 108.9 130.0 881 t00.8 100.2 11917 30" 3g" 4Z" 4V 82" 110-1/2' 104.6 130.0 i300 130.0 88.8 130.0 130.0 130.0 77.1 IU9 tiS.6 i30.a 88.7 110.5 103.7 124.0 64.3 103.4 08.9 118.8 30" 39" 42" 46" 'JO" 114" 09.3 130,0 1300 130.0 =4 120.3 12C 1 13NO 69.0 112.5 109.4 130.0 02.3 100. L 97.1 118.0 80.1 98.7 93.7 1 t2.0 30" 38" 42" 48" t20" 81.5 130.0 130.0 130.0 68.8 1104 113.9 1300 59.8 99.9 08.3 117.8 S3.0 S%2 07.1 104.1 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. W16TH (W) - W1 AT FRAME JAMB WIDTH (W) n W1 + w2 AT FRAME MULLION 2 MULLION 'Ml' MI}LLIOH Us MUGUON 'M3' MULUON 'M4' 9n z 0 r� O� a f fil J droving no. W08-90 .0000• • 0000•• 0000• 0000• 0000•• • • • 0000•• •0000• .)ADDUCT RE14EWIEn as c6mp{ytng with the plot* Willog Code Acceptance Ne S piretion >'lsie MULLIONS Eapn •4AVAD -MW PRODt1C'i' ItQVisw CML FIA. P9 170994 • as complying with the FWMG tialidliis Godo C'A'N• 9 Ag GoptaOceNo • Data r ra r. N.- ' r ado o let 8 toil droving no. W08-90 .0000• • 0000•• 0000• 0000• 0000•• • • • 0000•• •0000• INT. (a, 130.0 130.0 130.0 130.0 130.0 13010 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 123.4 1304 1304 130.0 130.0 130.0 121.2 1304 130.0 121.4 117.1 130.0 1304 130.0 121.9 110.4 130.0 1304 130.0 118.4 107.4 130.0 130.0 128.0 109.4 108.0 130.0 130 0 112.8 06.7 JAMB OPTIONS WIDTH (W) = W1 AT FRAME JAMB CINTERMEDIATE HDRIZONTALS iii■ I. wl w2 WI )TH (W) - w1 + W2 AT FRAME MULLION 2 MULWON %ull MULLION 'Mii' MULLION 'M4' MULLION '1114' NOTE: INTERPOLATION SEMEN WIDTHS ALLOWED. 19 og W a $� N to - v ~ •W • • •••••• 0000• 00.00• 000 0000 0000•• 0000 � 0000• • 0000• •• ••. 000000 • I lie • • .0000• • Rt ucr SNIg ON tomplyfnwith the Pbft 'Ruldlag Cade 4 eteptatlt4 NO Rx iraHoa Dots f8 By MULLI0MIMI s IulfGail Ellgn JA AO At11dAO PRODUCt' RUVISDO C11M. es complytag with the F mUs FI A. PE � _ IQ7 992' Buttdillg CAdo CAN. 3 gOaepteatcO hloRvAlt � ,_,Q� r..s..,.;� A/Iil�b� ��ww 0 6 Z61% T drawing n0. W08 -9G MULLION LOAD CAPACITY - PSIS MULLIONS WITH INT13RMODIAT)3 HORIZONTALS NOMINAL DIMS. Ing 'Ji' JAMB 'Jl' JAMB 'J$' JAMB 'J3' MULL Ml MULL 'M8 MULL M3 WIDTH (W) P11 V Nt3W 1ixr. (+y INT. (-) tixr, (t) INT. ) h3(1'. (� INT. (- 30' 36. 42' 46° 34' 80" 70" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 13010 130,0 130.0 130.0 130.0 130.0 130.0 130.0 13010 130.0 310' 3v 42 48' 54" 80" 881 J2" 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 118.1 130.0 13010 106.3 1300 127.2 30" 30' 42' 48' 94" 60" 90" 130.0 130.0 130.0 130.0 130.0 130.Q 1.30 0 130-0 130.0 116.0 130.0 130.0 104A 130.0 130.0 14.4 130.0 117.5 3O" 39" 42" 48" 34" 80" 98" 130.0 130.0 t30.O 129.6 130.0 1360 111.E 130.0 1300 97.2 130.0 129.0 86.4 130.0 114.7 77.8 128.1 103.2 30" 38" 42" 48" 54" 86" 98-1/2" 1300 1300 130.0 120.0 130,0 130.0 102.8 130.0 13010 9D.0 130.0 122.6 60.0 128.7 1090 74.5 119.8 10t.4 30" 36" 42" 48' 84" 86" 102" 120.7 t30.0 1$0.0 106.1 130.0 136Q 02,6 1300 130.0 81.0 130.0 114.3 72.0 118.9 1018 68.4 111.7 88,0 30" 38' 42" 46' 53" 106` 109.2 130.0 130.0 910 130.0 130.0 74.0 198.6 119.6 86.3 109,8 102.0 81,8 99.6 02.3 30' 36" 42' 48" 32" 110.1/2" 102.0 130.0 134.0 85.0 130.0 129 72.0 117.2 111.3 63.7 102.0 97.4 86.8 94.8 69.9 30' 38" 42" 48" 50" 114" 02.0 130.0 130.0 77.4 124.8 12LO 66.3 108.1 1 104.6 88.0 03.4 91.8 .35.7 89.6 6.8 3Q" 38' 42" 4B" 120" 79.6 126.1 1300 86.4 108.7 1tbt 50.0 91.6 04.4 40.8 80.1 82.6 INT. (a, 130.0 130.0 130.0 130.0 130.0 13010 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 123.4 1304 1304 130.0 130.0 130.0 121.2 1304 130.0 121.4 117.1 130.0 1304 130.0 121.9 110.4 130.0 1304 130.0 118.4 107.4 130.0 130.0 128.0 109.4 108.0 130.0 130 0 112.8 06.7 JAMB OPTIONS WIDTH (W) = W1 AT FRAME JAMB CINTERMEDIATE HDRIZONTALS iii■ I. wl w2 WI )TH (W) - w1 + W2 AT FRAME MULLION 2 MULWON %ull MULLION 'Mii' MULLION 'M4' MULLION '1114' NOTE: INTERPOLATION SEMEN WIDTHS ALLOWED. 19 og W a $� N to - v ~ •W • • •••••• 0000• 00.00• 000 0000 0000•• 0000 � 0000• • 0000• •• ••. 000000 • I lie • • .0000• • Rt ucr SNIg ON tomplyfnwith the Pbft 'Ruldlag Cade 4 eteptatlt4 NO Rx iraHoa Dots f8 By MULLI0MIMI s IulfGail Ellgn JA AO At11dAO PRODUCt' RUVISDO C11M. es complytag with the F mUs FI A. PE � _ IQ7 992' Buttdillg CAdo CAN. 3 gOaepteatcO hloRvAlt � ,_,Q� r..s..,.;� A/Iil�b� ��ww 0 6 Z61% T drawing n0. W08 -9G I. wl w2 WI )TH (W) - w1 + W2 AT FRAME MULLION 2 MULWON %ull MULLION 'Mii' MULLION 'M4' MULLION '1114' NOTE: INTERPOLATION SEMEN WIDTHS ALLOWED. 19 og W a $� N to - v ~ •W • • •••••• 0000• 00.00• 000 0000 0000•• 0000 � 0000• • 0000• •• ••. 000000 • I lie • • .0000• • Rt ucr SNIg ON tomplyfnwith the Pbft 'Ruldlag Cade 4 eteptatlt4 NO Rx iraHoa Dots f8 By MULLI0MIMI s IulfGail Ellgn JA AO At11dAO PRODUCt' RUVISDO C11M. es complytag with the F mUs FI A. PE � _ IQ7 992' Buttdillg CAdo CAN. 3 gOaepteatcO hloRvAlt � ,_,Q� r..s..,.;� A/Iil�b� ��ww 0 6 Z61% T drawing n0. W08 -9G SUNSHINE WINDOWS DO SEE SEPARATE NOA 45 1/2MAX, DOOR MULLION LOAD CAPACITY -POP DOOR WIDTH SIDBLITS WIDTH INCHES RRAMB HBIOHT INCHES JAMB 100' JAMA 'JD1' JAMB 'JD1' JAMB 'JD3' JAMB 'JDO' MULL 'MAI' MULL 'MD2' MULL 'MD3' UUL1 'MD4' En. EXT, + EXT. + EXT. + INT, ) INT. (� INT. {� INT. f 32 38 42 48 54 60 88-1/2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0. 118.4 120.0 120.0 120.0 32 30 42 48 84 08-1/2 108.5 120.0 120.0 120.0 104.2 120.0 120.0 i 20.0 87.2 120.0 120.0 180.0 91.1 120.0 120.0 120.0 85.7 T20 0 i 18.8 1200 32 38 42 48 110-1/2 77.8 120.0 120.0 _118.4 7318 114.4 112.7 120.0 .7 108.1 88.8V110080.0 120.0 84.5 98.8 117.7 45 1/2MAX, DOOR WIDTH OR u 0 fitf on erriasYnm 43 3/4" 87 1/2' MAX. SUNSHINE WINDOINS 45 i/2" MAX. SEE SEPARATE NOA� BOOR WIDTH 44u'ttObUCf RLKEWr�i► darompl,IngWilli thef% t • TO CL Dim. %lding Code DOOR-WINDOWA.LL IN TRANSITION MULLION PRODUCTRE 1 tho FiE d61CML as complying W tfiRA. PE 70592'. Solidfl,gCodoCAN. �9 Actwoo Mo EN Ia1i0,11?ate A� 4 Q ��t� sheet 5 of 12 OR u on 44u'ttObUCf RLKEWr�i► darompl,IngWilli thef% t • TO CL Dim. %lding Code DOOR-WINDOWA.LL IN TRANSITION MULLION PRODUCTRE 1 tho FiE d61CML as complying W tfiRA. PE 70592'. Solidfl,gCodoCAN. �9 Actwoo Mo EN Ia1i0,11?ate A� 4 Q ��t� sheet 5 of 12 INTERMEDIATE VONnONOT" All E1XIE0 UTES I AS d 2 ANCHORS TYPE 'A' ANCHOR LOAD CAPACITY - POCK EXL(+) & INT.(-) B2 .. 2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'H' Ec 'D' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 A4 g2/D2 B3/m B4/D4 CR C3 C4 30' 36" 42" 480 64" 6O° 72„ 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 108.4 MOA 130.0 130.0 130.0 130.0 130.0 130.0 130.0 93.0 130,0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 101.0 130.0 130.0 123.3 130.0 130.0 72.3 10814 130.0 98.1 130.0 130.0 108.8 130.0 130.0 69.I 97.8 1300 86,6 128.4 130.0 98,7 130D 130.0 30" 38" 42' 48" 84° 80" 78' 120.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 100.1 13010 11300 130.0 130.0 1300 130.0 130.0 130.0 85.8 128,7 130.0 112.9 130.0 130.0 130.0 130.0 130.0 78.1 112.5 130.0 98,8 130.0 130.0 113.8 130.0 130.0 86.7 100.1 130.0 87.8 130.0 130.0 101.2 130.0 130.0 60.1 90.1 120.1 7910 118.5 130.0 91.1 130.0 1300 30" 36" 42"_1/ 48" $4" 80' • 106.3 130.0 130.0 1304 130.0 130.0 130.0 130.0 130.0 90.3 130.0 130.0 118.8 130.0 130.0 130.0 130.0 130.0 77.4 1 tell 130.0 101.8 130.0 130.0 117.3 1300 130.0 87,7 101.8 130.0 89.1 130.0 1130.0 102.7 130.0 130.0 60.2 90.3 120.4 79.2 118.6 130.0 91.3 130,0 130.0 64.2 81.2 108.3 71.3 106.9 13010 82.1 123.2 130.0 30' 38" 42' 48° 84" 80° or74.4 104.1 130.0 1304 •• 130.0 130.0 130.0 130.0 130.0 88.8 1300 130.0 130,0 130.0 1300 130,0 130.0 111.5 130.0 130.0 130,0 11,2.8 130A fll14.1 130.0 88.1 97.8 130.0 1124.4 13010 98.7 130.0 130.0 57.8 88,8 115.7 78.1 114.1 130.0 87.7 130.0 130.0 82.1 78.1 1104.1 68.8 102.7 130.0 78.9 118.4 130.0 30' 380 42' 48" 54" 60° 98" 97.8 130,0 130.0 128.4 130.0 130.0 130.0 130.0 130.0 81.3 122.0 13010 107.0 130.0 130.0 123.3 130.0 130.0 89.7 104.6 130.0 91.7 130.0 130.0 108.7 1300 130,0 61.0 91.5 122.0 80.3 120.4 130.0 92.5 1300 130.0 54,2 8113 108.4 71.3 107.0 130.0 52.2 123.3 130.0 48.6 73.2 97.6 64.2. 96.3 128.4 74.0 111.0 130.0 30° 38" 42" 48' 54' 98-1/2" 9511 130.0 135 128, t 130.0 130.0 130.0 130.0 1300 79,3 118.9 130.0 104.3 130.0 130.0 120.2 130.0 130.0 574 101.9 130.0 89.4 130.0 1304 103.0 130.0 130.0 50.8 89.2 118.0 78.2 If 17.3 130.0 90.2 130.0 1300 52,8 79.3 105.1 69,8 104.3 130.0 80,1 120.2 130.0 30" 38" 42" 48" w 102" 81,9 130.0 1300 120.8 130.0 1304 1300 130.0 130.0 70.5 114.8 130,0 100.7 130.0 130.0 116.1 130.0 1300 65.8 08.4 130.0 86.3 129.0 130.0 99.5 130.0 130.0 57.4 88.1 1144 78.5 113.3 130.0 87.1 130.0 130.0 81.0 76.5 102.1 87,1 100.7 t30.0 77.4 116.1 130.0 30" 36" 42' 48" 108° 88.8 130.0 130.0 114.1 130.0 130.0 130.0 130A 1300 72.3 108.4 130.0 98.1 130.0 130.0 109.8 130.0 1300 82.0 93.0 123.9 81.5 122.3 t30.0 94.0 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 423.3 130.0 30' 36" 42° .48H 110-1/2" 84.8 127.2 130.0 1111.6 130.0 130.0 128.6 130.0 130.0 70.7 106.0 130.0 93.0 13010 130.0 107.1 130.0 130.0 60.6 90.8 121.1 79.7 119.5 130.0 91.8 1130.0 130.0 53.0 1064 89.7 104.6 130.0 80.4 120.5 130.0 3p" 38" 42" 48` 114" 82.2 123.3 130.0 1011 1.70.0 130.0 124.8 130.0 1300 88.5 102,1 130.0 90.1 13010 130.0 103.9 1300 130.0 8817 88,1 l i 7.4 77.2 115.8 130.0 89.0 130A 130.0 81.4 77.1 102.7 67.6 101,4 1310.0 77.9 118.8 130.0 30' 381, 42" 48" 120' 76.1 117.1 130.0 102.7 130.0 130.0 118.4 1300 130 0 85.1 97.8 130.0 8518 128.4 130.0 98.7 130.0 130.0 55.8 83.7 111.5 73A 110.1 130.0 84.8 128.9 130.0 48.8 73.2 97.6 64.2 96.3 12114 74.0 111-0 1 130.0 INTERMEDIATE VONnONOT" All E1XIE0 UTES I WI 1'�------_--� - 1 WIDTH (W) ►. Wt + W2 2 00012 SURSHIN9 WINDOWS V SEE SEPARATE NOA e.raaw6y� ��s /gIII�VaU �• o � on p / lf1� , 1! 1 �U 1 It �i a s rs 11. u� �► P e h Q0. Wt Yi2 w1 V12 WIDTH (W) *+ WI 2 W2 WIDTH �W) 21 + .-. SUNSHINE WINDOWS 3" 3" 3° 4• 341 q1t 4" .+j" 4" 6' "t 3" 3 ANCHORS TUBS SEE SHEEP 8 ftU2 DESCRIPTION AS d 2 ANCHORS TYPE 'A' AT EACH SIDE OF JAMS AND MULLION B2 .. 2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 m 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION i` 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION 103 a 3 ANCHORS TYPE 'A' AT EACH SIDE OF 4AM19 AND MULLION i 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMS AND MULLION ,V 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 @ 3 ANCHORS TYPE 'o' AT EACH SIDE OF JAMB AND MULLION A4 m 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAL48 AND MULLION B4 = 4 ANCHORS TYPE '8* AT EACH SIDE OF JAMB AND MULLION �i 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 - 4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION .y •�� / • . 0000;. M p goo WI 1'�------_--� - 1 WIDTH (W) ►. Wt + W2 2 00012 SURSHIN9 WINDOWS V SEE SEPARATE NOA e.raaw6y� ��s /gIII�VaU �• o � on p / lf1� , 1! 1 �U 1 It �i a s rs 11. u� �► P e h Q0. Wt Yi2 w1 V12 WIDTH (W) *+ WI 2 W2 WIDTH �W) 21 + .-. SUNSHINE WINDOWS 3" 3" 3° 4• 341 q1t 4" .+j" 4" 6' "t 3" 3 ANCHORS TUBS SEE SHEEP 8 ftU2 DESCRIPTION AS d 2 ANCHORS TYPE 'A' AT EACH SIDE OF JAMS AND MULLION B2 .. 2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 m 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D8 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION 103 a 3 ANCHORS TYPE 'A' AT EACH SIDE OF 4AM19 AND MULLION B3 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMS AND MULLION C3 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 @ 3 ANCHORS TYPE 'o' AT EACH SIDE OF JAMB AND MULLION A4 m 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAL48 AND MULLION B4 = 4 ANCHORS TYPE '8* AT EACH SIDE OF JAMB AND MULLION C4 - 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 - 4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO 89 SAACED AS PER ELEVATION. NOTE: IWERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. WIDTH (W} a wt + W2 2 u0bucr RENFWCO sscomptying with the 1*le" .lvldiogGode Accep►anee ptralEe>1l3ate � I,� ANCHORS �� eT'r8dnclt Engri JAVAD iW PItODUtlr R[tVISBD CML 0.9 001"piying with dw rwdb EIA. POE. 170392 13011-0006 C 538 AWr001110411`10 - Ifs lix0itaEln Date lyji 1v 0 P 11et 1u �� 0 6 Z41Z 1 g no, --90 DOOR dt TRANSOM SEE SEPARATE N 0. .y •�� / • . 0000;. M p goo 0 googes 000000 00 0 `/ • • n 0.00. Q• A ' • •--•x • ••i••• 111 ds • • . • .. A 00000 •• (I • • 0 .. •• • • 0000•• • 0 0000.0 WIDTH (W} a wt + W2 2 u0bucr RENFWCO sscomptying with the 1*le" .lvldiogGode Accep►anee ptralEe>1l3ate � I,� ANCHORS �� eT'r8dnclt Engri JAVAD iW PItODUtlr R[tVISBD CML 0.9 001"piying with dw rwdb EIA. POE. 170392 13011-0006 C 538 AWr001110411`10 - Ifs lix0itaEln Date lyji 1v 0 P 11et 1u �� 0 6 Z41Z 1 g no, --90 DOOR-WINDOWALL TE2ANSITION MULLION SUNSHINE WINDOWS DOOR MULLION LOAD CAPACITY --PW g00R & TRANSOM SIDBLiT$ IVIDTII INCHES FRAME INNCHES JAMB 'JOW JAMB 'JDL' JAMB 'JD1' JAMB 7115' JAMB '46' MULL 'MDL' MULL %IDZ' MULL 'MD8 AiULL 'MDV NT. (4) IHT. N NT. (*� INT. {� j 30 30 42 48 84 $0 98 90.0 2010 90.0 90.0 9010 9010 9010 $0.0 90.0 90.0 90.0 904 90.0 9010 90.0 90.0 85.4 90.0 9010 90.0 $1.0 90.0 90.0 90.0 30 36 42 48 84 102 88.3 90.0 00.0 9010 80.9 90.0 90.0 90.0 76.2 90.0 90.0 00.0 71.9 90.0 90.0 90.0 68.2 90.0 90.0 90.0 30 36 42 48 t48 89.8 90.0 90.0 9010 68.4 90.0 90.0 90.0 81.7 90.0 $0.0 9010 9818 90.0 1 88.3 0010 30 36 42 4$ t14 87.2 88.7 90.0 9010 8319 83.8 85.3 90.0 51.0 79.0 80.7 80.0 48.3 74.9 76.6 90.0 30 36 42 48 120 1 47.8 14.1 78.7 90.0 48.1 89.9 74.4 88.9 42.7 68.2 70.8 84.2 40.8 82.8 87.0 1 80.1 DOOR-WINDOWALL TE2ANSITION MULLION SUNSHINE WINDOWS A4 ANMO29 TYEAM SEE SHEET 6 FOR DESCRIPTION AS - 3ANCHORS TYPE 'A' AT EACH SIDE OF N300R Ml1Lt lOht �$ �+ 3 ANCHORS iYPEi '13' AT EACH SIDE OF DOOR MULLION Do= ANCHORS TYPE 'C' AT WH SIDE OF DOOR MULUON = 3 ANCHORS TYPE Q' AT EACH SIDE OF DOOR MUWON Aub = (4) ANCHORS TYPE 'A' AY EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO 13E SPACED AS PER ELEVATION. [TRANSITION MULLION ANCHORS p JA 10 oQVIL pRObUCPRN3VN8HD GS cbntplyhl With thOPIW da gtOEJtl1:'T' Id1�E�1 lD>dEdln Cods A as vow plying with the AN 4 038892 A plagncc fito P y S Dtl 1rolIon Date 9ulding Code Acceptance No D Expiration Date �$ INlura BF lid. �t drowinq no. WO8-90 g00R & TRANSOM 5Ee SEPARATE NOA 1 -WO 1y L�T.� ��n aamea rstaAsnsx. 17 Ltl C6 tcdC.YAA>sq 19T OR ; / PIN on t A4 ANMO29 TYEAM SEE SHEET 6 FOR DESCRIPTION AS - 3ANCHORS TYPE 'A' AT EACH SIDE OF N300R Ml1Lt lOht �$ �+ 3 ANCHORS iYPEi '13' AT EACH SIDE OF DOOR MULLION Do= ANCHORS TYPE 'C' AT WH SIDE OF DOOR MULUON = 3 ANCHORS TYPE Q' AT EACH SIDE OF DOOR MUWON Aub = (4) ANCHORS TYPE 'A' AY EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO 13E SPACED AS PER ELEVATION. [TRANSITION MULLION ANCHORS p JA 10 oQVIL pRObUCPRN3VN8HD GS cbntplyhl With thOPIW da gtOEJtl1:'T' Id1�E�1 lD>dEdln Cods A as vow plying with the AN 4 038892 A plagncc fito P y S Dtl 1rolIon Date 9ulding Code Acceptance No D Expiration Date �$ INlura BF lid. �t drowinq no. WO8-90 rvmee, A►ff%UAC a SEE ELEV. FOR 'SPACING SEE TYPICAL SEE XLEv. FOR it PIECE SILL 9KwwS TYPICAL ANGIMEM SEE ELEV. FOR SPACING u IA x A�rli i 9Y IFLC01 INTO 2BY WOOD RUCKS OR WOOD STRUCTURES WITH 1-3/8" MIN. PENETRATION INTO WOOD THRU IBY WOOD BUCKS INTO CONCRETE WITH 1-11/4" MIN. EM11ED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4- MIN. EMBED INTO CONC. gt�C>a01x_ EO©E d}STANCES INTO CONCRETE AND MASONRY - 2-1/z" MIN. INTO WOOD STRUCTURE to 1" MIN. Ilia I /a• DIA HILTI KW CON 11 BY ,HILTI� INTO 2BY WOOD SUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 111Y WOOD SUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/40 MIN. EMBED INTO CONC, i ! At1iCHOR E E DiSTAuCES INTO CONCRETE AND MASONRY m 3" MIN. WOOD STRUCTURE 1" MIN. LNNTO 3 I 81jn QlA-ULTRACOr ELCO ' WTO 28Y W000 BUCKS OR WOOD STRUCTURES • • WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1SY WOOD BUCKS INTO CONCRETE ...... •••i•o ,. WITH 1•-1 /4" MIN. EMBED INTO CONCRETE • • • • DIRECTLY INTO CONCRETE • • • • • • WITH 1-1/4" MIN. EMBED INTO CONC, ..�..� 11ANCES • • • • N NOR UK Cl INTO CONCRETE AND MASONRY - 3" MIN, os•000 • • UNTO WOOD STRUCTURE 1" MIN. • • . ^ � __._ I,_12 D� ._... _.. ....... ._._. __._ — _ I914 SMS t3 ME DAII r IN SCREWS ST/S7 INTO METAL STRUCYURES STEEL : 12 -GA. MIN, (Fy to 35 KSI MIN.) j ALUMINUM , 1/8" THK. MIN. (8063•-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M&HOR 0002 DISTANCES )RODUCT RVARWO INTO METAL STRUCTURE a 1/2u MIN, wVdmplying with fits ! '%ldlag Code Acerptsn" No S lee0 pato � � 4r, JAVA0 AIS PRODUCTRUVISBD SSAFA TTS: n lam 0646 Nrailact stoat q pcprm. gas aan,plylag with ttte it is FLA. PE 670592 FkvIldragCodo ALL FRAME CORNERS, JOINTS, MUUJON EAMS AND AERi ETER OF 01M. 39 Aeeeplanea No f GLAZING BEAU TO FRAME SEALED WITH SILICONE SEALANT. I irar n Date i3 WOOD SUCKS AND METAL STRUCTURES NOT BY SUNSHINE WDW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 144"ll 11"bll B i y Ito wt droving n0. WO8--90 [� 8 10��f shaet 8 0f 1 3 T a B i y Ito wt droving n0. WO8--90 [� 8 10��f shaet 8 0f 1 T B i y Ito wt droving n0. WO8--90 [� 8 10��f shaet 8 0f 1 loy WOOD BUCKS a4 V V •a ti •q. o 400 ANCHORS OPTIONAL. SEE ELEVATIONS FOR SPACING r4„ MIN. • a •• 1 a• 4• 4 a 4 • A •4 k• • I tj4" FOR ANCHOR A j2" FOR 'S' do 'C' MJU. SHIM SPACE 1 jot "R ANCHOR 'A' WITHOUT REINI'. 1/2 " MCHORS 'B' &'C' SEI: SHEETS 3 & 4 FOR CAPACITY a a JNU . lot 4 •FOR 5 W . .a 4. b` Ep a AA:a OPG. D.L. OPO. EXTERIOR s•- 4.. Coeur unnru + c HOREO JAMBS NOT REQUIRE REINFORCING UNANCHORED JAMBS —MAY REQUIRE REINFORCING SEE CHART'S ALUM RONK SEE SHEETS 3 & 4 FOR CAPACITY FINISHES 'HIRE UNDOWS ONLY 1/4' GIA. BOLTS WITH NUTS STEL REINF. nE SEE SHEETS 3 do 4 FAR 11APAWY Q h til o: TURES a JAMA ORS OPTIONAL SEE ELEVATIONS POR SPACING itoaucr ttgmEwto as sotnpvlog with We ism *Ialding Code 4eccptanceiYo Rpit Alon tTato r ld MtaiTrdddetow PRODUCT REV'1391) AL CML • . , As oalupty linrg'LVA t1101?laslda FLA. • 74592• Auildh* Coda ' C.A.N, $ Accepe�ioo A10 � + •' '. i?xpitelioll Hato �Y f P1 t n drawing no. W08-90 v 0) WE COUNTY APPROVED 0 3SSILE IMPAC' RESISTANT f I `s 1 r�J:r� n 1 o b. I ANCHbRS TYPI a v V 1 ANQHO86 TYPE oti 0 SEER SHEETS 7 dt 8 SEE OR 7 & 8; O.L. O� ALUM REddF. ..___a SEE SEPARATE NOA FOR DESIGN LOAD YAT}ibUY RE1NF. i�r, _ ___.._______ SEE SHEETS ` dt 7 O'^�__-_.. _ 1 SEE SHEETS S & 7 �. t 4�/ FOR SHEET YY �r 1 CAPACITY OF DOORS Alfa DOOR ANCHORS. FOR CAPACITY 1,,. ��-- '--- ` LOWER VALUES FROM DOORS NOA n _-_-____a-_---___�... l ---� /��_______ "i OR STOREFRONT SYSTEM CAPACITY CHARTS -- WILL APPLY TO ENTIRE SYSTEM. MIAMI-OADE COUNTY APPROVED I MIAMI -RADE COUNTY APPROVED ` LARGE MISSILE IMPACT RESISTANT DOOR1 LANE MISSILE IMPACT RESISTANT DOOR t ~1 ( 1 1 1 t 1 ' ---J L----- ------ .._... 1 �:i� ..i �'iC.aw�RR�I • • � y1•� •ee••• maa..�.ma� .........� ___-�L_ Ll .. ` 1 1 •e•• ems• -i • ____q N! �.. t ll,�ippyppQgppp�d $ y czsmaepacd t 1....•egoes 00*00 I 1 I .... n P 1 II j f LIL"*Ili�_ �1 1 ••ee•i� �•.e•• L 'UdL--- --- _ �`,' .� —__^ k„ ==.__. -----��=�,.--'.=-Jj RQb11GTRENEiUM�fli•••• eee•• -__ _-__ -- 1 escomplyingwll),INet� j. ••••o• %[din Code • • •. • eggs LEAF' WIDTH ' �-D,L. CEO. 12 LEAF WIOTH 4cuptanre Ne 1 . • 8irf/d�e i STEEL REINF. SEE SHEETS S & 7 FqR CAPACITY t I !/ MIAMI -DAM COUNTY APPROVED I LARGE MSSILE IMPACT RESISTANT DOOR lli t ---------- ------------ IL L till mRte+se=a:aai Ila -C 1�-L ----------- r .___-----__.._..____-_______ STEEL REQ. SEE SHEETS 8 & 7 ��••.—_..--- 1 FOR CAPACITY !� j � I -------------� + ! 1 MIAMI --DADS COUNTY APPROVED 1 1AROE MISSILE IMPACT RESISTANT DOOR ------------- j i rye i t -------------- t d I I x �axsasa7rxas�d .._ --------------- -----_ r<lzonvc�r tt�vleagn au�ntnnlvltul wllhltlo "1 No RA , 7 _0502 drawing no. MAR 06 201 W08--90 sheet 14 of 12 '_ 2. (D HOLLOW FRAME OPEN SACK FRAME L:J 1. GLASS STOP FRAME Q MULLION SNAP -1N MATE SHEAR CLIP 0 DOOR MULLION STIFFENER 13 STEEL. REINFORCING 38 KSI MIN. I'TIM NO, PART NUMBER QUANTITIF DESCRIPTION MATERIAL MANE. SUPPLIER RlUARKS I £88006 AS READ. HOLLOW FRAME HEAD/SILL 4008—T8 1A £S8007 AS REQO. OPEN SACK FRAME HW/SILL 806346 2 E88004 AS REGO. INTERIAEDIATE HORIZONTAL 8063—TB 3 ES8001 AS REQD. FRAME JAMB/MULLION 4008-78 — 3A - AS RECD. DOOR MULLION 8005-70 - 4 £88006 AS REQD. CLASS STOP 8043-T5 5 £58002 AS REQD. MULLION SNAP --IN MATE 6006—To 8 E86003 AS REQD. SHEAR CUP 4008—T8 — y •- AS REQD. INTERIOR BULB QASKEt VINYL 8 ES8001i AS REQD. SPACER/SILICONE STOP VINYL. 84 — AS REQD. BUTTON BUMPER SILICONE — 10 AS REQD. SETTINO BLOCK AT 1/4° POINTS NEOPRENE 3/1W X 1/2" X 2' LONG 11 112 X 1-1/2. 4/ CORNER ASSEMOLY SCREW$ PHSMS STEEL i2 AS REQD. MULLION STIFFEN€R 8008-T8 0 — AS REQD. MULLION REINFORCING CHANNEL STEEL. 14 AS REQD. IAUL.IION REINFORCING BAR STEEL AOtfl1C'i' R"efty .188 sssomplyingwlth the vhww *wilding Code Aeecptuure No •S Jrsllon Engr. 'JAVAD AHMAO PRODUCT RBVISBD 9 pN' q q� ' as complyln Wllhths 111mi(b • C.A.N, 34 BulJdh►g Godo "' ACCOp ante NO I3x Iretlon IJa1e 13LU �n drawing no. 14 ')W�08-90 l!}{A 0 $$1� sliest 1101 12 "" X 1 8° ALUM PLA E r -.BENT TO MATCH JOINT SECURER WITH #8 SMS (3) PER SIR DF JOINT SJ16 X i X 1/6" A UM ANGLE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT ito is Ratih tie irEor as corp Y g .%WI09 Cot!! r 2- Ai ll PR(IDUCT RBVISIIb as t omplying wlthlllo Fletldg drawing no. W08-90 MIAMI -nm* WAMI-DADS COUNTY a - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 StV 26 Sbut, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315 -2M F(7U)315-25" NOTICE OF ACCEPTANCE (NOA) %,ww+.meam1dadc.gov1eronomv Sunshine Windows Manufacturing, Inc. 1745 W. 33'4 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable Mies 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 -Dude 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 Florida Building Code, including rite High Velocity Hurricane Zone. DESCRIQ'TION: Series 117.1101„ 81-0" Ontswing Aluatinum French Door - L.M.I. Lo APPROVAL DOCUMENT: Drawing No. FD81-13, titled "Series 2001 AlumimiU j gch Dgor - jpnpact . • Resistant Glass, sheets 01 through 08 of 08, dated 04/02108, with the latest revision dated 44119/W,'pTr1Aued ....:. by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miarrai•. 3wle County Product . • Control Section Renewal stamp with the Notice of Acceptance number and Expirr :tiomdate by #pMi .ami • Dade County Product Control Section. ... • • .. :606 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : • • • • • • .... . .. ...... LABELING: Each unit shall bear a permanent label with the manufactucees name. ec 1090, city, state, .' series, and following statement: "Miami -Dade County Product Control Approved` unIt! oflM eip noted • • • • � • ..... herein. i .' . ' i .... i REVISION of this NOA shall be considered after a renewal application has been fired and th ere�a' %=n ' • no change in the applicable building code negatively affecting the perfxmanoe of this product. TF,RMINATION 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 MOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Faihuc to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The MA 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 and renews NOA No. 13-0416.16 and consists of this page I and evidence pages B-1 and E-2, and Green Sustainable Attributes (GSA) page CIA as well as approval document mentioned above. The submitted documentation -vas reviewed by Jaime D. Gascon, P. E. NOA No. 14-0109.06 M A rRAttBCOiltVrY Expiration Date: May 08, 2018 . C Approval Bate: May 08, 2014 2'2$,I`t Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTAI`TC& EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FDOI--13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02108, with the latest revision dated 04/19114,. prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E- B. TESTS 1. Test report om 1) 'Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 - 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side -Hinged Door Systems, per FBC, chapter 24113.2.1, TAS 202-94 and per AAMA 1304-M along with marked up drawings and installation diagram of an Aluminum swinging ©lass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262, dated 05/15113, signed and sealed by Marlin D. Brinson, P. E. 2. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper IBC T4 2 94 ...... 3) Water Resistance Test, per FBC, TAS 202-!9'r .' 0000.. 4) Large Missile Impact Test per FBC, TAS 281;94 • • • • • • 5) Cyclic Wind Pressure Loading per FBC, rAS= 94 ' 0000.. 6) Forced Entry Test, Side --Hinged Door SyATVs der F$G,•Ikapter.....' 24113.2.1, TAS 202-94 and per AAMA W". along with marked --up drawings and installation diagram of anWdininuin'smniging....�. Glass Door, prepared by Fenestration Testing Laboratory, �w. frest Report No. • FTLr3399, dated 08/16102, signed and sealed by Joseph C. Chhn, P. :000:0 • • • • • • (Subinitted uuderpreviens NOA. No. 02-1104.03) 0000 • • • • • • .. 0000 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying. with the Florida Building Code, prepared, dated 10115113, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER), Jaime.D. Gascon, P. L Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May M 2014 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI`I°TED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Colnpany (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03128/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conforma$ce and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 3. Laboratory compliance letter prepared. by Fenestration. Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. 4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. Ir 1-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted to der previous NOA No. 02-1104.03) S. Laboratory compliance letter prepared. by Fenestration TesdV L0orat+; J;e, for .... :0 Test Report No. FTL -3399, dated 08/16/02, signed and sealed 7"8p& C. Chan,P. E. .' (Submitter/ undler prepi us NOA No. X12 1104.113)• • • • • • • ...... . ...... ...... G. OTHERS •••••• 1. Notice of Acceptance No. 13-0416.16, issued to Sunshine Winjg;p Vanu&cturing, Inc. for their Series "2001 French" B ---Ft. Outswing Aluminum Clued Doof 'I.rI.I., so**:w w approved on 05/09/13 and expiring on 05/08/14. :40:6: y • 2.NFRC Factor, SHGC, STT & Condensation Resistance' Computer M $lotion• w • • • • Report on: DDFR "Test Procedure for Measuring the tte�a% State .The rmal: w • • • Transmittance of Fenestration Systems" of the series 2001 AluArnum glazgd putswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked -up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami -Dade County NOA No. 12--0209.05 approval drawings, sheets 01 to 07 of 07, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator -In - Responsible -Charge (CSIRC). Jaime D. Gascon, P: E. Product Control Section Supervis¢r NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-2 Sunshine Windows Mar, nufactudB& Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Y GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County, Department of Regulatory and Economic Resources (RER), Product Control Section WS). 00.00. •• •• •0 • •0 G--1 0000.• 0000 • 0000 0000. 0000. 0000 0000. 0000.. • 0000.• .0000. • • �-- Jaime D.. Gascon, . E. Product Control Section Supervisor NOA No.1A-0104.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 idyAn •••� Abbrevla ons: PVB +esc fion: • Poly vinyl WeIrla• Saflex RIG Clear Saflex Interlayer • cir. Clear glass SB60 PPG Solarban 60 or 70 @#2 Surface T icai SB70,U PPG Solarban 60 or 70 @ #2 Surface TvWGd G--1 0000.• 0000 • 0000 0000. 0000. 0000 0000. 0000.. • 0000.• .0000. • • �-- Jaime D.. Gascon, . E. Product Control Section Supervisor NOA No.1A-0104.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 600 12" MAX. MAX. t [ELEVATIONS] INDEX OF DRAWINGS 1 OF 8 : RESSURES CHART, GEN RAL NOOR ELEVATIONS, TES SANDNDEX DESIGN DRAWINGS- 2 OF 8 : INTERLOCK CLUSTERS DETAILS 3 OF 8 ; TYPICAL HEAT) SECTIONS. 4 OF 8 : TYPICAL JAMB SECTIONS - 5 OF 8 : TYPICAL SILL SECTIONS. 6 OF 8 ; MOR17ONTAL SECTIONS & INSTALLATION NOTES, 7 OF 8 : VERTICAL. SECTIONS & MATERIAL LIST. 8 OF 8 : CORNER DETAILS. MAX. DOOR FRAME WIDTH DESIGN*PRESSURES DOOR FRAME HEIGHT DOOR LEAF WIDTH (NOMINAL) F) DESIGN PRESSURE (PF EXT. (+) INT. {—) 81-00 3'-0" 77.13 77.13 2'-6" * 80.00 189.13 3'-0" 80.00 90.00 2'-6" * 80.00 1 90.00 * -- FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. FLUSH BOLTS: 1.— TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAT) AND AT SILL OF EACH). 2.-- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEYE THE DESIGN PRESSURES SHOWN ON THE CHART ABOVE. GENERAL NOTES: 1.— THIS PRODUCT MEETS THE REQUIREMEN'T'S OF 2010 FBC. 2. SHUTTERS ARE NOT REQUIRED. 3,— REFERENCE TEST REPORT FTL — 7262 DATED ON 4/15/2013- 4.— FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON SHEETS 3, 4 AND 5 OF 'S. S.— WOOD SUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER BE APPROVED BY BUILD NGG OFFICIAL PIMPOSED By GLAZING ETHE STRUCTURE RIOR TOWINDOW D SHALL INSTALLATION. 8.— WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G ax 0.55 OF GREATER DENSITY. 7.— CONCRETEWITH THE FOLMAS NGR REQU CTURES;OR DOOR ATTACHMENT SHALL COMPLY — CONCRETE STRENGTH fc'28 -.3000 PSI MIN. — CMU AS PER ASTM 090.—NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT OF 1900 PSI, — FILLED CMU fm' m 2000 PSI MIN, S,— THE THICKNESS ALUMiNUM SHALL ALUMINUM BE 6083 HOST STRUCTURE SHALL 8E NO LESS THAN 1/8'. • . . 9.— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED ... (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE FBC. .... ... 10; STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUGE IN • 000 THICKNESS WITH Fy sa 36 KSI MIN. .... ii.-- DOORS REQUIRING FULL USER PASSAGE SHALT_ COMPLY WITH EGRESS .... REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION 1008.1,1 402 2 3 (CLEAR w DTII AND OMANEUVERINGCL NcES) CODE, SECTION 12.— COLONIAL MUNTINS CAN BE APPLIED. 13.— SEE FRAME CORNERS AND PANEL. CORNERS DETAILS ON SHEET 8 OF 8. 14: X51NON—SHRINK. N 07/C1107MSTANDARD SPECIFICATION AULIC CEMENT GROUT PER ASTM N FOR PACKAGED DRY. PRODUCT R13NEWS') ov aoml�tYTnt3 whit the Florida s 13aildiuQ Cade Acte itunc�, No h iami Dade product C01*0 1 FANCISCOr HERMAN FLORIDA PE i� 51393 Manufacturing, Inc. 1746 W. 33rd Plaas Natealh Fiodds 33012 Phi (306)364-9062 FsxK306)828-6118 DRAWING No. FDO 1-13 RATES 95IJ 6/2D i SCALE: _ N.T.S. SHT:ET i Or 8 /4" 0 ULTRACONS 1 1/4' MIN. EMBEDMF ;ONCRETE. CLUSTER DETAIL FOR ATTACIIMENT TO CONCRETE WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL DOUBLE DOOR CENTER LINE ;/1S" 0 ULTRACONS 4 — 1/400 KWIK—FLEX 1SELF DRILLING SCREWS /2" MIN. EMBEDMENT MOOD. THROUGH METAL WITH MIN. 3 4" 4" 4" 4" THREADS BEYOND THE SU85TRATE, CLUSTER DETAIL FOR ATTACHMENT TO WOOD AT FRAME HEAD AND FRAME SILL CLUSTERDETAIL FOR ATTACHMENT TO METAL AT FRAME HEAD AND FRAME SILL INTERLOCK CLUSTERS DETAILS PRODUCT RHNE"') as complying wide the Fiowo BulldinA Gado a caTwa Acceptw� l 64A Dade l'roduct FRANCISCO HERNANDEZ FLORIDA PE # 61393 Manufacturing, k, 1745 W. 33rd Pians "Wf oh, Flu* 33012 ft (305)384—M2 fox,(305)828--8118 gum WOMEN DRAWING No. FDO1-13 DATE: bb t 6 2013 SCALE,. _H.T.S. SHEET 2"OF 8 2 1 /2" 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. 2 1/2" MIN' EDGE DISTANCE +--'� FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND EDGE MIN' DISTANCE CLUSTER DETAILS ON SHEET 2 OF B. R a .. .2 4z r ' R� ' 4 P. v ° rte- 'd 1" BY WOOD BUCK BY DRAWING No. OTHERS MUST BE DATE; 05118 2013 SCALEt , N.T.S, PROPERLY SEALED ANDTO IT TO i T Ti TRANSERD LOADS I I I t THE STRUCTURE AND I —7/8 MIN. APPROVED BY BUILDING I I 1 I FLUSH BOLT OFFICIAL. PRIOR TO DOOR INSTALLATION.INTO ( I l I I I ENGAGEMENT II AME THROUGH 1" X 5/8" II HOLE, EXTERIOR INTERIOR ATTACHMENT TO MASONRY THROUGH 1 X WOOD BUCK MIAMI -DARE COUNTY — APPROVED MULLION. 1/8" MIN. THICKNESS. (UNDER SEPARATE NO EXTERIOR 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 7/8" MIN. -- FLUSH BOLT ENGAGEMENT INTO FRAME . THROUGH 1" X 5/8" HOLE. INTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1" 1/4"0 KWIK FLEX SELF DRILLING MIN.D SCREWS THROUGH METAL ►- 1 WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF B AND CLUSTER DETAILS ON SHEET 2 OF S. 1 �4" ULTRACON WITH 1 1/2" --� MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. I 7/8 " MFOR CLUSTER USE r, 11r- I I FLUSH BO•LT ULTRACON WITH 1 1/2" I ENGAGEMENT MIN. EMBEDMENT INTO WOOD. I ( INTO FRAME THROUGH 1" X 5/8" HOLE. EXTERIOR INTERIOR EX EXTERICJR•.. �` TYPICAL HEAD SECTIONS EXTERIOR 1/4-0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND 1 THE SUBSTRATE. MIN. FOR MAX. ANCHOR SPACING E.D. SEE ELEVATIONS ON SHEET 1 OF 8 —~� AND CLUSTER DETAILS ON l SHEET 2 OF 8, R¢ II METAL STRUCTURAL MEMBER BY I I OTHERS SHALL BE MINIMUM 18 I i GAUGE AND SHALL WITHSTAND I I ANCHOR SHEAR FORCES. INSTALLATION SHALL BE I I APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION, INTERIOR ATTACHMENT TO METAL STRUCT. I / WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). r WOOD BUCK MUST BE PROPERLY ATTACHED To TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1 " X 5/8" HOLE. INTERIOR PRomcr tai lyliU �.�y as comptybig wi4th &itto Flopldu • �+ B"Ildina Code Acceptance I"o Fsxpiruiittt Ijtttc .6 le. ATTACHMENT TO MULLION ATTACHMENT TO WOOD FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. FD01-13 DATE; 05118 2013 SCALEt , N.T.S, SHEET 3 OF $] 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO .4 TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO 4N.1 DOOR INSTALLATION. 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR ° E " � ° 1/4 SHIM EXTERIOR N b ' MAX. (TYP) ATTACHMENT TO CONCRETE THROUGH I X WOOD BUCK ° b y : < r -1 /4"O ULTRACON WITH 11 4" MIN. EMBEDMENT e INT CONCRETE. FOR MAX. ANCHOR SPACING d ' d SEE ELEVATIONS ON SHEET 1 OF S. b' p 1 1/4"[�I{ / f1 INTERIOR MIN. [ I f EXTERIOR oil! WOODEN STRUCTURE OR ----- 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHA L BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1/4"0 ULTRACON WITH 1 1/20 MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF S. MIAMI-DADE COUNTY ' s APPROVED MULLION (UNDER SEPARATE NOA) 1/4"o KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN, 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET" 1 OF S. INTERIOR 1/4" SHIM U0 EXTERIOR MAX. (TYP ATTACHMENT TO MULLION ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK T 1/2" MIN. /4" SHIM MAX. (TYP) Q INTERIOR EXTERIOR ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM • 1/4" SHIM 18 GAUGE AND SHALL WITHSTAND MAX, (nP ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED 0: BY BUILDING OFFICIAL PRIOR TO • DOOR INSTALLATION. .. 1/4"0 KWIK FLEX SELF DRILLING " SCREWS THROUGH METAL WITH MIN.**6 3THREADS BEYOND THE SUBSTATE.• FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR 9f XTERIOR ATTACHMENT TO METAL STRUCT. TYPICAL JAMB SECTIONS PRODUCTREN WBA m complying with the Floridn Building code . Accepi 1i1C9 i\0 DEZ F ORIDAC PE #PSI 93 Manufacturing, Inc. 1748 W. 33rd Place ttkd"b, RwM 33012 Pix (30)384-9982 Fow(308)928-8118 LAVING No. FD01-13 N.T.5. I SHEET 4 OF 8 1 HIGH STRENGTH GROUT. MUST BE MIN, 3 KSI. NON SHRINK, NON METALIC I I PER ASTM F 1117. I I EXTERIOR 7/8" MILT FLUSH ENGAGEMENT ryp INTO FRAME THROUGH 1" X 5/8" HOLE. HIGH STRENGTH GROUT. --� MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. INTERIOR d A d ,..4 c r lama o b d . d• .4 d , 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. s a FOR MAX. ANCHOR SPACING SEE a ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF S. ATTACHMENT TO CONCRETE HIGH STRENGTH GROUT. 1I— MUST BE MIN. 3 KSI. NON SHRINK, NON META I I PER ASTM F 1117. f EXTERIOR I I� 7/8" MIN, FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH I" X 5/8" HOLE. METAL. STRUCTURAL MEMBER BY OTHERS SHALL. BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL. BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR EXTERIOR 7/8"' MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL. AND INSTALLATION BY OTHERS. INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK BY OTHERS. WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVEp BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1 \—i/4-0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. MIN. EDGE DIST, FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF S. FOR INTERLOCK CLUSTER USE 5/8" 0 ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ,A,T'rACHMENT TO WOOD TYPICAL SILL' SECTIONS 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL. WITH MIN: 3 THREADS ` BEYOND THE SUBSTRATE, ` 1" FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND IN, EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO METAL 11RODUC1' Freta .W81) ns 4011"'ying with lite Florida 130 0,8 Case „ Acccul 12184 GLAZING DETAIL J FRANCISCO HERNANDEZ FLORIDA PE # 51393 manufact6q, Inc. 1748 W. 33rd Ploee Wfea , Rod& 33012 Phi (305)364—M2 Paxt(305)828-8118 79J 1111 13wamms DRAWING No. FDO1--13 DATE: 05/16/20 SCALE: N.T.S. — SHEET 8 OF 8 0.090" PVB INTERLAYER BY E.I. DUPONT, 1/8's HEAT STRENGTHENED 1/8" HEAT GLASS STRENGTHENED GLASS EXTERIOR ARCHITECTURAL PERIMETER TRIM (OPTIONAL) 1/20 GLASS BITE a (MINIMUM) SILICONE DOW CORNING 899 J FRANCISCO HERNANDEZ FLORIDA PE # 51393 manufact6q, Inc. 1748 W. 33rd Ploee Wfea , Rod& 33012 Phi (305)364—M2 Paxt(305)828-8118 79J 1111 13wamms DRAWING No. FDO1--13 DATE: 05/16/20 SCALE: N.T.S. — SHEET 8 OF 8 INSTALLATION NOTES 1.- FOR ANCHOR MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. 2.- FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3. 4, & 5 OF S. 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1 /4*0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 4.- FOR ATTACHMENT TO CONCRETE WITHOUT WOOD SUCKS USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE, 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1 • MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. 7.- USE HIGH STRENGTH, NON -SHRINK, NON-METALLIC GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. HORIZONTAL SECTIONS PRODUCT RUNE GD ns comilyb+ti with t io Flodda iiuildiitg Coda „� Accentoncc No d FRANCISCO HERN1PE # S393 manufactuAg, Inc. 1745 W. 33rd Praes Mote* Florida 33012 Phi (30.5)384-8882 Foxi(306)828-6118 DRAWING No. FDO 1-13 SCALE: N.T.S. I SHEET 6 OF 8 1 SEE NOTE 1 ON SHEET 7 Of 8 II 16 it EXTERIOR µi X w c � . S SEE NOTE 1 ON SHEET 7 01 NOTE: 1.- 7/8" MIN. FUUSH HOLT ENGAGEMENT. INTERIOR TED L.M.I. RESISTANT GLASS H.S. GLASS + O.o9 PV8 + 1/6" H.S. GLASS) BY E.I. DUPONT i. A7$" RcNo � O r � @ 1, 0 ur) 0 0 JkpRODUCT C� 3.50 RENEWED 05c0ng ►vith the Florida 3uiWillfcCode r AcceptiuIN NO739-01, k'„Yp manufacwng, Inc. 1745 W. 33rd Piaae I tach, FWdo 33012 Ph: (308)384-9952 Pwa(304)ti26-6118 E" t V MATERIAL LIST No PART Q1Y PART DESCRIPTION MATERS 1 GAS -46913 1 FRAME HEAD 6063 -TB 2 GAS -46912 2 FRAME JAMB 6063-TO 3 GAS -4691$• 1 FRAME SILL 8063-T6 4 GAS -46914 4 PANEL TOP AND BOTTOM RAIL 8063-78 8 GAS -46910 4 PANEL STILE 8063-T6 6 GAS -46917 3 LEAVE HINGE 6063-75 7 GAS -46916 1 ADAPTER 6063-T8 8 GAS -40928 AS REWD FLAT FILL COVER 6063-75 9 GAS -46911 OPTIONAL PERIMETER TRIM 6003-16 10 1LY73 AS REWD 10 X 1" SCREWS GRADE 8 STEEL 11 1A�16 AS REQ'0 10 X 1 1/2 -'SCREWS GRADE 5 STEEL 12 sErA1mT AS ROWD DOW CORNING 899 13 W33321NKO02O AS REWD ULTRA FIN WBATHERSEAL BY ULTRAFAB .187 X .320 POLYPROPYLENE 14 RA�-209WRZA939P 1 LOCK (LATCH) ZINC msn.1CONE 15 RA-209DZIABOP 1 LOCX (DEAD BOLT) ZINC 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 x1o9H'-too I AS REVD a SECTION FOAM RUBBER SEAL 'DM i. A7$" RcNo � O r � @ 1, 0 ur) 0 0 JkpRODUCT C� 3.50 RENEWED 05c0ng ►vith the Florida 3uiWillfcCode r AcceptiuIN NO739-01, k'„Yp manufacwng, Inc. 1745 W. 33rd Piaae I tach, FWdo 33012 Ph: (308)384-9952 Pwa(304)ti26-6118 E" t V i 1 •� 62- 4-1 �zv tc4 FRANCISCO HERNANDEZ FLORIDA P£ # 51393 fulmnsms DRAWING No. FD01-13 DATE: 18 2013 SCALE: „N=t.s. SHEET 7 OF 8 • • 0411 00do �y • • • • a as ode• .• •• . • I5.00 .1do. 9041041:• r 3 It N .687' i 1 •� 62- 4-1 �zv tc4 FRANCISCO HERNANDEZ FLORIDA P£ # 51393 fulmnsms DRAWING No. FD01-13 DATE: 18 2013 SCALE: „N=t.s. SHEET 7 OF 8 TOP CORNER 2# 10 BY 1" PH. PAN HEAD SMS — X-----� r i CI I 10 BY 1 1/2 it PH. VT HEAD SMS po 210 BY 1 1/2" PH. PLAT HEAD SMS 00-4 2 # 10 BY 1" PH. PAN HEAD SMS BOT'T'OM CORNER DOOR FRAME CORNERS SCALE: NTS BOTTOM CORNER DOOR PANEL CORNERS PRODUCT [iy?4z•V"leD , c �mTt, io;j r, ith the Tlori IItt;:LLior�3 C �zd. .. deg .�.':l saiV 6 1:liiu►ni i>«�!� Ptia�<<ct Cotrtro SCALE: NTS FRAN C0 HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc, 1745 W. 331`4 Ploov Moteah, FWl" 33012 Ph: (301)384-5952 Foxs(305)528-5118 • • • epi �•�rM• • • V •i DRAWNG No. FD©8-Q 1 DATE: 05/1s/m SCALE: M.T.S. SHEET S OF 8 11 C MIAMI- DADE MIAMI --DADS COUNTY t PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES (RER) 11805 SW 26 Strcct, Room 208 BOARD AND CODE ADMIlVISTRATION DIVISION T (786) 315-2590 F (780 315-2599 NOTICE OF ACCEPTANCE QMA) www ra1smidade.gm!woDnomv ES Windows, LLC 10653 NE Quaybridge Ct. Main!, FL 33138 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 (AIUJ 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 cods...:. This product is approved as described herein, and has been designed to comply with the Florida Bu ilding Code, including the High Velocity Hurricane Zone. • • • . • • • • • . • . • DESCRIPTION: Extruded Aluminum Tube Mullion — L.M.I. • • • %. • • 96.609 APPROVAL DOCUMENT: Drawing No. MO 4-04, titled "Aluminum Tube Mulh"W#sheets* 1 Aftigh 9• of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al Fkvoq Corpgr.a oni signed and sealed' by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision~with 1e•t$Oce of: • Acceptance number and expiration date by the Miami—Dade County Product Contr9J, $Oqqon- 6 0 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant *so*:* 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's same er logo, : ty state 0 .. 9 . model/series, and following statement: "Miami -Dade County Product Control Approvel", unl ot�envise 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 and renews NOA# 12-0308.37 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0731.06 Mu4DADE N�/�� Expiration Date: September 16, 2019 Approval Date: September 18, 2014 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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 6) Forced Entry Test, Type "D -A' fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 :... :. along with marked -up drawings and installation diagram of wirtt4QVA:aulle l together, • • • • prepared by Fenestration Testing Laboratory, Inc., Test Reports XQ.YrL-3310, dated ....; 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 0614409, all signed and • sealed by Joseph Chan, P.E. • (Submitted under NDA No. 04-0712.01) • ...... .. . ..... .... . .. ...... C. CALCULATIONS 000000 • 1. Anchor verification calculations and structural analysis, comps` *with 4 BG2010, .... % dated 09/01/09 and updated on 07/10/14 to comply with FHC 5 . EdiXn (2014),; • prepared by Al-Farooq Corporation, signed and sealed by Javad �ihm'ad, P.E. 0 9 • • • (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Munni -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. .� IYlanetf' ez, P.E. Product Cotrol xaminer NOA . 4-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E-1 P Windows, LLC NMCE OF ACCEPTANCE: EVIDENCE ff aMffTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - Sty Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, Signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. YM -3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (SubmUted under NOA No. 04--0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14. wr li,' . (/ Manue P ez Product Controlxaa� er NOA Na 1 1.46 Expiration Date: September 16, 2019 Approval Date, September 18, 2014 B-2 ••s06• • 060.69 • 000000 • 0660.6 • • 0 •66••6 •••• • • • • • • •6••66 0000 • •0.0& 006000 00 • 66.06 0• •• • •• •61600 • ••66•• • • • • • • • 0000•• :066:6 • • 6 • • • • • 0000•• wr li,' . (/ Manue P ez Product Controlxaa� er NOA Na 1 1.46 Expiration Date: September 16, 2019 Approval Date, September 18, 2014 B-2 MULLION- SYSTEU IS RATED FOR LARGE MISSILE IMPACT. I AND CAN BE USED WITH ALL MIAMI --DADS COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. n THIS PRODUCT HAS'SEEN DESIGNED AND 'TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HUHZ). ALL GLAZING PRODUCT'S USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E., WINO LOAD, WATER INFILTRATION, FORCED" ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION MEASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREW% THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 8100. CODE. USE CHARTS AND GRAPHS AS FOLLOWS. STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. gIEp USE MIAMI—OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. ;STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP i ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ,STEP 55 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 70 Engr: JAVAD AHl.UID PRODUCT REVISED CIVIL i as complying with the phoma FLA. PE 0692 Building Coda t C.A.N.58 ,i ArcNptance A6 i qq mlicm Date V .M f r' py Mi Uadz 1't ! drawing no. M04-04 1.000 • 1.000 2.Og0 .125 -2.000 � .250 �-•-•� j { 1.000 jam- 2.000 i �f 1.000 .125 .338 I I ��.125 - .125 i 125 4.000 .125 4.00d 3.000 3. (10 .125 6.000 6.000 r• i .338 .323 S pp0 250 Q .125 .125 IX = 1,488 IN\4 • IX 2.975 IN\4 IX .950 IN\4 IX = 2.037 IN\4 Six .977 IN\3 SX 1,487 IN\3 SX .834 IN\3 SX 1.018 I14\3 1 X3 .1 X4 1 X 3 1 X 4 STS._ MULLION STD. MULLION CUSTOM MULLION CUSTOM MUL ON MUB . 8063-Tf 6083-76 6063 -Tb Ix 5.204 IN\4 IX = 8.276 IN\4 IX 15.203 IN\4 �-- 2.000 .125 SX = 2.082 IN\3 SX = 2.758 IN`3wX 5.068 IN\3 } �v 2X`'5- 2 X 6 2 X 6 QI 2.000 125 51UL ON SID, bEW bLLUON 6053-T6 6063-T8 6063-T6 u -.125 .720 1.890 l m � w 4.000 i Z) ! :a C • 3.000 125 . . ;• Qn .156 TYP. • • 'D •••• ZLL- .. 125 2,750 3.250 2 . • • * _ ;: ••• ,;t 000 1.405 •. • • ' ut i • IX = 1.467 IN\4 IX A 2.976 IN\4 • • . • S8 = .978 IN\3 SX 1.498 INV • • • • • 2 X 3 2 X 4 3.750C7 4.goQ STD. MULLION '• •'' M I N STD. IAULLI N ! ! 6063-T6 8063-T6 NOTCHof NOTCH ' OPT10NAt. OPTIONAL ! � 15 TYP. 1/20 TYP. z; -,125 Ed =MIN. EDGE DIST. Ed MIN. EDGE DIST. 2.000 1 /2" FOR 1/4- DIA. ANCHORS 1/2- FAR 1/4" DIA. ANCHORS 5/e° FOR 5/18" DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS Ed. l l(1 ULLION CuQ MULLION -■ C U! a wI r to 6063 --TS 6063--T6 ---- - - b-2.odo I � , E49r: JAVAD AHMAO PP.ODUCT REVISED o I c I CML as complying with the Pledde FIA. Ft: ll` 70582 Huildh*Code ` !I Ed. CAN.; 3SJ8 Acceptance Ala ota ' Irat I Dote JUL,01 ; Ed Q MIN. EDGE DIST.'f ; 1/2' FOR 1/4" DIA. ANCHORS Cubeb drawing no. 5/8" FAR 5/1V DIA, ANCHORS ��" t � M04-04 � ANGLE CLIP - --*--,4' 6083 -TS sheaf 2 of g DESIa1V LOAD CAPACITY - PSF' (TUH>1 MUj,I,iONf } DESIGN LOAD CAPACITY PSS (TUBE MULLIONS) CUSTOM 111INDdw , DIMS. I X 3• 1• X 4 STD. ffl). • 150.0 CUSTOM C_u_TOM 2 X 3 STD. 150.0 - 2 X 4. D. - 150.0 '2 X 5• STD, • 150.0 •2 X 8 STD. 150.0 150.0 2 X 6 HEAVY. 150.0 1504 yPIHDo1R DIMS. I X 3. 1. X 4 STD. STD. 74.6 140.9 53.8 101.7 CUSTOM CUSTOM R X 5 2,x 6 STD. STD. 180.0 15010 150.0 150.0 2 X 8 HEAVY 150.0 150.0 2 X 3 STD. 115.1 8 X 4' STD, 150.0 YItOTH (►4) MULL, 19-1/8"15Q.0 28-1/2° 30" 37" 42° 460 54" 60" 66" 72" 19-1/8" 26-1/2' 30' 37' 42" 46" 54' 80" 66" 72° . 26-1/2" 30° 37" 42" 48' 54' 80' 66° 72" 26-1/2" 30" 37" 420 48° $4" 60"38.6 66" 72° SPAN 38-3/!1" 50-5/8" S8° 63' ' VOTH (w) 14ULL. 99-1/8° 26-1/24 30 37" 42" 48" 54' 608 66' 72" 19-1/8' 28,,1/2° 30" 37" 42° 48" 54" 60°- 6,6' 72` 26-1/2" 30° 37" 42" -48' 54" 60' 66" 72" 18-1/8" 26-1/2" 300 37" 42° 48' 54° 600 664 72° SPAN 74-1/4° 84" 108" $3.1 148.8 150.0 150.0 150.0 150_.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 84 8 _73.4' 131.3 160.0 150.0 150-6 150.0 130.0 150.0 150.0 150.0 i 50.0. '.150.0 160.0 38.5 72.8 ......._ 33.9 64,2 59.5 ' 1.06.4 ' 93.8 146.9 150.0 131.2 150.0 150.0 9511.0 150.0 L49. 150.Q 150.6- 1501.0 150.0 52.4' 150.0 1511,0 150.0 180.0 160.0 150.0 • 29.7 $6.1. 45.9 411.8 82.1 114.8 150.0 150.0 118,3' 1'50.0 150.0 150.0 150.0 160.0 150,0 150.0 X8.4 49.4 23.8 44.0 72.8 65.0 102.1 135.2 91.8 121.7 150.0 150.0 104.7 150.0 95.2 150:0 150.0 150.0 150.0 3_6.7 ~33.4 .146.8 134.8 150.0 150.0 150.0 150.0 150.0 150.0. 150,0 _ 150.0 21.6 40A 30.0_ 59.7 83.5 110.6 150.0 87.3 140.1 150.0 •150.0 136,2 150.0 150.0 150.0 150.0 180.0 150.0 150.0 - 37.4 51.5 110.1 30.6 79.5 x4.7 150.0 76.5 101.4 150.0 150.0 150.0 . 150.0 1511.0 150.0 150.0 150.0 150.0 37.2 74.4 57.4 146.1 102.8 150.0 150.0 120.3 150.0 150,0 160.0 150.0 150.0 1$0.0 150.0 '32.8 70.2' 50.7 143 5 150.0 150.0 97.6 150.0_ $5.8. ' 138.0 1_5_0.0 132.6 1.16.0 150.0 150,0 .150.0 150.0 � 26.6 56.9 _ 41,1 83.2 118.4 160.0- 150.0 150.0 •150.0_ 150.0 150.0 150.0 180.0 150.0 23.4 .50.1 30.2 31.7 73.3 102.5 135.8 75.2 .120.8 150.0 150.0 ' 20.5 43.9 64,1 89.7 118.8 160.0 66.8 107.3 60.2 98.8 11)3.4,' 150.0 150.0 150.0 150.0 • - 39.0' .. - 35.1 28.2 97.0 -79.7 105,6 71.8 45.1 150.0 150.0 92.8 84.4 141.2 128.4 150.0 150.0 25.3- 51.3 54:7 • . 87.8 1SOA •150.0 150,0 31.9 23.0 46.6 65.2 • 86.4 150.0 50.1 ' 80.5 143.8 150.0 77.3 160.0 150.0 117.7 160.0. 150.0 150.0 150.0 Isom 150.0 150.0 �. 2012 34.5 74.6 21A 53.3 42.7 1081 59.8 79,2 150.0 150.0 145.6 150.0 103.8 150.0 150.0 i.50.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4. .38.4 78.0 124.4 150.0 150.0 91.7 147.2 141.4 150.0 160.0 150.0 22.0 47.2 34.0 68.9 55.9 109.9 145.6 150.0 74.3• 119.3 _114,7 101.0 150.0 150.0 150.0 - 38.2_ 27.5 89.1 1 i8.0 150.0 65.5 105.1 150.0 150.0 150.0 150.0 - 33.7 24,3 49.2 78.5 f04.0 150.0 57,3 92.0 88.4 134.5 150.0 150.0 150.0 28.5 21.2 43.1 68.7 91.0 61,0 _80_.9 150.0 50.9 81.8 78.6 70.7 64.3 1i9.5 107.8 VA 154.0 ISQ.O - •26.2 _ - 23.6 - 3813 148.6 133.7„ 45.a 73.6 41,7 86.9 38.2 61.3 121.9 150.0 150.0 1364 150.0 150.0 150.0- '15040 150.0 150.0 150.0 - 3_4.4 `31.3 28.7 76.9 54.9 72.8 150.0 �- 21.4 - - 24.2 51.9 - 49.9 66.2 121.6 68.8 150.0 89.6 1 ISO& 128.4 166.0_ 150.0 150.0 150.0 = 37.4 45.8 60,7 132.7 150.0 111.5 150.0 88.0 141.2 135.7 150.0 _ 150.0 - 37,5 - 33.1 - 26.9 - 27.0- 54.8 95.8 190.2 150.0 77.7 124.8 119.9 150.0 150.0 150.0 23.9 48.4 84.6 115.0 - " 190.0 130.0 63.0 101.2 97.2 - 147.9 150.0 150.0 _ 150.0 - 38.2 34.6 - 68.6 93.3 $5.5 89.1 48.6 78.0 05,6 74.9 68.6 130.3 150.0 150.0 150.0 - 23_7 _ -- 60.4 82.2 52.9 71.9 47.0 63.9 150.0 132.1 117.4 114.0 150.0 150.0 150.0 20.7 - -- -- - - 30.2 • 43.2 69.3 101.3 141.8 • 150.0 190.0 150.0 - 26.8 24.2 62.4 35.3 56.7 5919 54.5 91.2 127.6 180.0 -- 42.3 57.5 381.5 _ _52.3 35.3 47.9 105.7 _ 98.1 - 88.1 82.9 116.0 150.0 1 150.0 - ,^ - 22.0 32.4 62.0 _ 49.9 76.0 106.3 9 40.8 150.0 - - - 20.2 ALL LOADS . ARE EXT.(+)/INT.(-). mm MULLIONS RATEDJN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", a" AND 6" TUBE MULLIONS. • ANCHORS TYPE 'A', 'B', 'C', 'E'' AND 'G' APPLICABLE T4 ALL - TUBE MULLIONS. MULLIONS WiND& 'DIMS. 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 60" 66" 72" 20-1/2- 30" 37" 42° 64° 60" 66" 120" 132" 144' LOAD..ICAPACITY - PSF -(TUBE MULLIONS) � I X•3 STD. 1 X 4. . STD. CUSTOM CUSTOM 2 X 5 STD, 2 X 6 STD. 2 X 6 HEAVY 2 X 3 STD, . 2*X 4 STD. x 13. - -37.9 2_7.3 ' 55:3 96.7_ 146.1 150.0 - 27,3 - 39.9 69.8 105.5 IWO -_ 24.1 - 35.3 $1.7 93.2 150.0_ 138.8 28.51 50.0 _ 44.1 75.5 -__ - 25.2 66.5. 58.2 122.3 107.0 95.1 - - - 22.0 36.5 •••••• 51.8 -_ - 30.8 46.6_ 05.6_ 77.8 - -- - - 28.0 42.3 25,7 38.8 71.3 lip 26.5 2015 41.6 72.7. 115.6 - _ 160.0 _ - 20.5 - 30.0_ 52.5 83.4 150.0 - - 26.5 ~ 46.3 37.6 73.7 135.4 - _�- - - 21.5 50.7 .109.8 -96.7 -_ - - - - 33.1 52.6 - _ - ^ 29,0 46.1 84.6 - -� - 25.7 40.9 .36.6 75.2 67.7 _ 23.2 21.1 33.5 61.5 - 30.7 55..4" - 21.9 32.0 56.0 89.0 150.0 - 23.1 40.4 64.3 115.0 - - - - 20.4 35.7 56.8 104.3 ' -- - - _ - 28.9 46.0 40.5 $4.5 - 74,-5 - - - -- - 25.5 22,335.5 _.._ . 65,2' ° - - - - 31.5 - 59,$r • 52.1 06 - - - _ - �'_._ - 28.4 25.134x,4 _ - _.•_--- - � - - - 23.6 434 • ARCHES TO SE 1NSCFWW INSIDE RECTANGULAR SHAPE HORIZONTAL t.U14444. TYPICAL. MULLION ASMOWEN WIDTH (W) = - w1 ¢ W2- 2 xa2 __J Engr. JA�� Y� 1A0 PRODUCTR13VISRD � Ii ! e f' CML as Complying with The r4oaida FIA. PE # 70592 Buildhig Code A IIE 11, I� C.A.N. 35.08 Acceptance No ,� g � �! F%pitalion nate„ ILII ! :4 J, 1� ,, JUL fri�r • 3+•1 tli mii Dade Product Comtel d wing no. M04-04 sheet 3 of 9 � I i 13. 11.1 I'- �•� coo• lez Ln •••••• lip Engr. JA�� Y� 1A0 PRODUCTR13VISRD � Ii ! e f' CML as Complying with The r4oaida FIA. PE # 70592 Buildhig Code A IIE 11, I� C.A.N. 35.08 Acceptance No ,� g � �! F%pitalion nate„ ILII ! :4 J, 1� ,, JUL fri�r • 3+•1 tli mii Dade Product Comtel d wing no. M04-04 sheet 3 of 9 lY1NQDIMS. -DESIGN LbAu CAPACITY - PSF ANCIi0R8 TY WIDTH •(W) MULL, 191/8" 26-1/2" 30" 37" 42" 48" 54" 60" g6" 72"• SPAN . 38-3/8" A 150.0 ' i1 . 150.0 C D 150.0 150.0 - 141.0 150.0 150.0 '150.0 124.6_ 401.-- 150.0 :150.0 150.0 150.0 139.6 190.0 .. 89.0 150.0 122.9 150.0 77.9 .150.0_ -107.6_ 1150.0' 69.2 138.4 _ 95.6 160.0 62.3 124.6 86.1 150.0. 56.6_ 113.3 78,2 ' 160.0 51.9 103.8 71.7 143.3 19-1/8" 26-1/2" 30" 37" 42" 48" • S4" 60' '66" 72" 19-1/8" 26-1/2" 30" 37" 42" 46" 54" 6O" 65" 72" 19•-1/8" 26-1/2° 30" 37" 42" 48" 54." 60" 66" " 50-5/8" 58° 63" 148.1 150.0 •150.0 100.0 906.9 1x0.0 1.47.7 190.0 94,4 150.0 130.5 950.0 76.6 150.0.. 105.8. 150.0 87.5 .134.9 93.2 150.0 59.0 118.0 •. 81.5 _ _150.0. 72.5 144-9. 52.5 104.9 • 47.2 42.9 39.3. 129,3w 54.4 $6.9 78.7T- 150.0 • ' 130.4 _65.2 59,3 11.8.5 54.4 _ 1108.6 150.0 130.0 93.3 82.4 1_80.0 150.0 128.9 .130.0 113.9 150.0 86.8 13_3.7 92.3 150.0 . 58.9 -_ 515 117.8 103.0 81.3 150.0 ' 71.2 142.2 45.8 41.2 91.6 63.3 ' 126.4 - .82.4 bole 113.8 37.5 74.9 51.8 103.4 34.3 119.0 68.7 150.0 47.4 94.8 150.0 _150.0 118:7 150.0 85.9 150.0 76.9 _ 61.5 150.0 104.8 150.0 123.1 85.0 160.0 64.2 108.4 74.9 -149.7 47.4 42.2_.. 94.9_ 65.5 131.0 84.3 68.2 116.4 37,9 75.9' 52.4 104.8 34.5 31.6 69.0 47.7 05.2 63.2 43.7 87.3 150.0 150.0 150.0 150.0 150.0 • 150.0 180.0 150.0 1.50. 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 148.3 135.9 150:0 .150.0 .180.0 150.0 i 50.0 ..150. 1423 12_9.4 118.6 150. 150.0 150.0 150.0 150.0 150.0 145.6 N1 f9.1 109.2 G 150.0 150.0 15010 150.0 148.7 _150.0 .ti 20.9 150.0 106.2 150.0 9$.9....150.0_ 62.6- 150.0 74_3 148.7 87.6.._ .. 435 2_ 62.0 123.9 150.0 127.6 150.0_ 112.7 150.0 _91.4 150.0 80.5 150.0_ 70.4 - 140.9 _ 62.6. 125.2 58.4 112. 51.2 102.5 47.0 93.9 - 150.0 150.0 111.4. 150.0 98.4 150.0 _79.8 15_0.0_ 70.3 • _ � 14fl.5 61.5 123.0 54.7 109.3_ 49.2 ' 98.4 44.7 89.4 41.0. 82. 142.1 150.0 102.5 150.0 80.6 150.0 73.4 148.9 .64.7 129.4 56.0 . 113.2 50.3 100,6 45.3 90.6 41.2 82.3 37.7 75.5 ALL LOADS ARE EXT.(+)/INT.(-). ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR - ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS -TYPE `D' AND 'E' APPLICABLE TO 4",- 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B, 'C', F AND G - APPLICABLE TO ALL TUBE MULLIONS. LANCHORS1 DESIGN LOAD CAPACITY - PSF ANCHORS TYPE WIDTH, (W) 19-1 f 8" 26-1/2- 30" 37" 42" 48" 54" 60" 66" 72° b $lqN LOAD CAPACITY - PSF ..ICHORS 7tYPE . WIDTH (W) 25-1/2" 30" 37" 42" 48"-• 54" 60" 66" 72" MULL SPANr72 74-1/4" • D 150.0 B .. C. - 139.5 D 150.0 E 150.0 120.5 150.0 F150.0' 90.2 145.8 10D.7 150.$ 150.0 67.0 . 150.0 76.9 150.0 107.7 128.8 89.0 150.0 ' 150.0 52.2 104.4 72.1. 144.1 150.0 62.3 124.6 54.9 109.8 46.0 _ 92.d 63.5. 127.0 150.0 40.2 35.8 - 80.5'_ 55.8 111:1 1390 48.0' 96:1 71.5 49.4 98.8 123.5 42.7 85.4 86.0 64.4 44.5 88.9 ~ 11 t•.2 38.4 78.9 _32.2 29.3 68.540.4 80.8 901.1 34.9 69.9 _ 26:8 - 53,7 37,1 74.1 92.7 32.0 84.0 26-1/2" 30" 37" 42" 48". 54" 60" 66" 72" 84° 50.0 140.0 .123.3 150.0 ' 150.0 180.0 106.6 150.0 _89.3 84.4 - 56.4 128.9 89,0 150.0 76.9 150.0 113.8 7_8.8 150.0 150.0 67.9-- 135._9 55.1 110.2 48.1 _ 92.3• -63.8 127.4 112.2. 150.0 40.7 81.3 56.2 140.4 122.9 48.5 97.0 35.6 71.1 49.1 9$.2 42.5 84.9 _...... ... 37.7 •75.5 31.6 63.2 43.7 87.3 109.2 -28.5 25.9 39.3 75.6 • 98.3-..."34.0 67.9 _$6.9 51.7 35.7 71.4 89.4 30.9 _ _61.8_ .28.3 $6.6 23.7 47.4 32.8 65.5 81.9._ 19-1/8" 261/2" 30" 37" 42" 48" 54" • 60" 98" 72" 96" 78.1 56,4 1fi0A 107.9 150.0 160.0 19_0.0 150.0 93.2 150.0 112.8 77.9 150.0 67.3 134.6 - 99.4 118.9 48.2 96.4 49.8 99.6-- - 68.13 ' 137.5 40.4 35.5 80.8 55.8 111.5 139.5 122.9 49.1 98.2 42.5 84.9 31.1 _71.1 _ 62.3 43.0 85.9 107.5 37.2_ 74.3 27,7 24.9. _ 55.3 38.2 49.8 34.4 45.3 31.3 76.4 95.6 86.0 33.0 66.0 68.8 29.7 59.4 22.6 62.8 78.2 '27.0 54.0 • 20.8 41.5 28.7 57.3 71.7 24.8 49.5 19-1/8" 26-1/2" 30" 37" 42" 48" 4" SO" 88" 72° 108" •69.4 138.9 95.9 150.6. 150.0 82.9 150.0 _ 50.1 t00.2 69.2 138.4 150.0 59.8 119.8 _44.3 35.9 88.5 61.2 122.2 150.0 52.8 105.7 71.8 4_9.6 _ 124.0 42.8 85.7 31.8 63.2 43.7 _99.1 8_7.3 109.2 37.7 75.5 27.7 24.6 _ 55.3 38.2 _ 76.4 • _ 95.6 84.9 • 33.0 66.0 49.2 34.0_ 87.9 29.4 58.7 22.1 44.3 30.8 61.1 35.6 76.4 26.4 52.8 20.1 - 40.2 27.8 - 69.5_ 63.7 24. 48.0 36.9 25.5 50,9 ' 22.0 44,0 ALL LOADS ARE EXT.(+)/INT.(-). ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR - ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS -TYPE `D' AND 'E' APPLICABLE TO 4",- 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B, 'C', F AND G - APPLICABLE TO ALL TUBE MULLIONS. LANCHORS1 DESIGN LOAD CAPACITY - PSF ANCHORS TYPE WIDTH, (W) 19-1 f 8" 26-1/2- 30" 37" 42" 48" 54" 60" 66" 72° MULL SPAM 120" A . . 62,5 13• 125.0_ • D 150.0 E 150.0 F 74.6 G 149.2 45.1 90.2 r44, 124.5 ' 150.0 53.8 107.7 39.8 79.7 110_. 89.2 137.6 47.6 95.1 _ 77.1 32.3 • 64.6 111.8 38.6 28.5 56.9 39 3 34.4 T 78.6 • ^ 68.8_ 98.3. 34.0 29.7- _ 67.9 24.9 22.1 49.8 ' 86.0 59.4 52.8 44.3 30.6 61.1 76.4 26.4 -- 39.8 27.5 55.0_ 68.8 23.8 21.6 47.5 • 43.2 39.6 - - 36.2 25.0 50.0 62.5 = 33.2 22.9 45.8 57.3 - 19-1/8" 26-1/2" 30" '37" 42" 48" 54° 80" 66" 72" 132" 58.8 113.5, 78.5 150.0 1"50.0 67.8 135.6 u97.9 41.0 w 82.0 72.4 56.6 11_3.2 141.6 48.9 - - - 35.2 50.0 100.0 125.1 43.2 86.5 29.4 58.7 40.6 81,1 101.4 35.1_ -6f.8 54.0 25:9 22,8- 51.7 45.J . 35.7 71.4 $9.4 30.9 31.3' 62.5 78.2 27.0 20:1 - 40.2 27.8 25.0 55.5 50.0_ 69.5 24.0 48.0 36.2 62.5 21.6 43.2 - - 32:9 321) 30.2 22.7 45.5 56.9 - 39.3 20.8 _ 41.7 ..� 52.1 - 38.0 9^-1/8" [26-1/2- 30" 37" 42" 480 54" 60" 66" 72" 144" 52.1 71.9 143.8_ 103.8 150.0 62.2 124.3 89.7 - 79.3 64.3_ ' 37.6 _104.2 75.2: 51.9 129.8 44.9 33.2 66.4 45!.9 • 91.7 114.7 93.0~ 39.6 - 32.1 26.9 23.7 53.8 47,4 41.5 _ 37.2 74.3 6_5_.5 57.3 32.8 81.9 71.7 28.3 56.6 ._ 20.8 28_,7 25.5 24.8 ' 22.0 49, - 36.9 ' 33.2 • Soto 45.8 63.7 44.0' • ' - 22.9 57.3 52.1 ^_ - - - 30.2 20.8 41.7 36.0 27.7- - 38.2 47.8 ANCHOR TYPES r -HORIZONTAL MULLION • • • • A. 19. C. 0, E. { •• AT HEAD/SILL/JAMBS t ARCHES TO 8E INSCtF1�EO ANCHOR TYPES 1 \NIIDE RECTANGULAR.-." F&0 • AT JAMBS ONLY • si AZING _` �'` • • PRODUCT ,,�t 3 • • 4 N LU�llON I-] ANCHOR GLAZING GLAZING. DETAIL #1 PRODUCT PRODUCT OLAZINO OWING PRODUCT PRODUCT r�. ANCHOR TYPES ' A. 8. C. 0. E, AT HEAD/SILT fdAttas Ener: AVAO AHMIMSAO PRODUCT R 0 i Fs � CIVIL as complying with tho nlodda I . fLA. PE # ,70592 Building Code / C.A.N. 3538 Av aptaace No Ibc notion Date f 9 I i JUS .;014 By NJ Dade Pr nttpl- dravring no. f M04-04 sheet 4 of 9 sees•• sees% • • • • ••e•• ••••• see••• • • • •••e•• •eeoe• e CA 1/4- CLIA.' ULTRACONS 2 PER CLIP (1 ON EACH WING) 1�A MIN. o . I � 1/4" DIA.' ULTRACONS 1/4- DIA. ULTRACONS 1 PER ANGLEEd. 2 1/4" MIN. 4 PER CLIP (2 ON EACH WING) TYP. l 1 i • t+ i ' ;•� a a �j <.� ° � 1! a.` I1N. IL =I FLOATING CLIP VOQa BUCK I� jI SNUG FIT INSIDE MULL I6 ;j #14 SMS I I 1-3/4" O.C. MIN. I I 2 PER ANGLE 1/4" DIA, ULTRACONS 9 PFR CLIP (1 ON EACH WING) IOD SUCK TRUCOOD TURE i' a � Xa -_---------1 I ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACONS 1 PER ANGLE 4s} r, . FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C, MIN. 2 PER ANGLE ANCHORS TYPE—X 2 X 2 X-1 8" i ALUM ANGLE 2 X 2 X 1/S" ALUM ANGLE . 1 By TOOD BUCK 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4" DW ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. =' MIN. EDGE DIST. MIN. EMIJEOMENT WOOD 1" 1-1/20 CONCRETE 2=1/2- 1-1jz" '1/4- DIA. ULTRACONS 2 PER ANGLE l FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER ANGLE # I I I FLOATING CLIP 2 \ey j SMUG FIT INSIDE MULL MOOD BUCK I #14 SMS 1-3/4" O.C. MIN, I I 2 PER ANGLE WOOD = 2BY-WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. CONCRETE -. f'c = 3000 PSI MIN. ALL CUPS AND. ANGLES TO FTT SNUG INTO TUBE MULLIONS. i i CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAUAESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. i imp z og 1 " M� I AL 2ANGLEg 6 �Q iW. LO • 09M � • N 96064 02 * .2 X 2 X IVa • i< f1Z t©y �.•• ALUM ANG • • EL'j Ln • • f2v o it W� E+tgr JAVAD ANMAO' PROWCTP.EVISED CML as convlyins with tes Florida ; I• I i FLA P£ �j 70592 811114%GOdO , CA�1. •:538 Amplance No i"dion Dale JUL2 X014 I'1' By r x Mlet1+3 Con o'—drawing no. } i M04-04 ;sheet 5 of 9 1/4r DIA: ULTRACONS Ed, 2 AR CUP 0 ON EACH WANG) 3" IN. TYP. °o 9 f ,11[ k E JA AD AHMAD CML --------- I I I I I *N. A h ------------ i ° ALTERNATE ANCHOR LOCATION 11/40 DIA. ULTRACONS 1/4" DIA. ULTRACONS 1 PER ANGLE i Ed. '•.4 PER CLIP (2 ON EACH WING) IN. x { TYP. I i` I I! h i ( I II IL) FLOATING CLIP SNUG FIT INSIDE MULL' 1 1 #14 SMS I I 1-3/4" O.C. MIN, I t 2 PER ANGLE I I • I 1 J 1 I II • A• d °� 1/4" OIA ULTRACONS 2 PER CUP (1 ON EACH WING) I I LJ 2X2X 1f8" ALUM ANGLES f i I I I I f , I I 1 1'/4" DSA, ULTRACON1 2 -PER ANGLE I yl 11 I T.,tv .I I1 III 8 2 ti IFF w 11 11 ALUM2ANGLEB U uu Q� FLOATING CLIP 1 i o$ SNUG FIT INSIDE MULL 1 4 SMS i I �y U .4 PIN ANGLE 1 I ANCHORS TYPE 'D' APPLICABLE FOR 4'', 5" AND 6" TUBE MULLIONS � l� a1� J �$ s I 4 I 1/4" DIA, ULTRACONS BY 'ELCO' ULTRACONS*MAY BE HEX OR FIAT HEAD SUBSTRATI 1 Ed. = -MIN. EDGE 01ST. MIN. EMBEDMENT CQNCRETE 2-1/2" 1-1/2a CONCRETE _ f'c — 3000 PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED --DIRECTLY TO MASONRY TO BE PROTECTED i WITH AL(AU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR ANCHOBS TYPE 'C' WATER -WHITE, METHACRYLATE LACQUER._ - - - - k E JA AD AHMAD CML PRODUCT REVISHIP as complying with the FIOTI(4 I i e FIA. P4 f 10882 CAN 3538 Building Code Acmptaace No Irellon Dale ! fa I J O ji , ' JUL ,.x120 .d. _ Mial t)a�lBy e pr ucl Co i z -'' i ° t11 i M04-04 tit Of i g 1 1/2 (2) 1 • • I+ jrj 0000•• • 30I **Soo i, • 0000•• 10000• • • • f 0000 • iw'' .••••. J1 ._.....__......_...._ .. r 0000 L!J � � U) 0.00• 00.•06 •• ••i••• LOCATION Of SCREWS CONNECTING •' • • • • • • • • ANGLES TO TUBES • • • • • i • 0000•• • • n � c+� 0000•• ANCHORS TYPE 'D' APPLICABLE FOR 4'', 5" AND 6" TUBE MULLIONS � l� a1� J �$ s I 4 I 1/4" DIA, ULTRACONS BY 'ELCO' ULTRACONS*MAY BE HEX OR FIAT HEAD SUBSTRATI 1 Ed. = -MIN. EDGE 01ST. MIN. EMBEDMENT CQNCRETE 2-1/2" 1-1/2a CONCRETE _ f'c — 3000 PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED --DIRECTLY TO MASONRY TO BE PROTECTED i WITH AL(AU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR ANCHOBS TYPE 'C' WATER -WHITE, METHACRYLATE LACQUER._ - - - - k E JA AD AHMAD CML PRODUCT REVISHIP as complying with the FIOTI(4 I i e FIA. P4 f 10882 CAN 3538 Building Code Acmptaace No Irellon Dale ! fa I J O ji , ' JUL ,.x120 _ Mial t)a�lBy e pr ucl Co drawing no. -'' 17) i M04-04 tit Of T 5/ I r DIA. ULTRACONS 4 PER CUP (2 ON EACH WINC) 5/16" DIA. ULTRACONS 2 PER ANGLE 2'X 2 X 1/9^ ALUM ANGLE 'FLOATING CLIP SNUG FIT INSIDE MULL 14 SMS 4 P R ANGLE v9 y y, v 0 I 1 + I I I I 1/2'(2) I I. �—----------- —� 3" I i I I I I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE—:E APPLICABLE FOR 4", W' AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO` ULTRACONS MAY BE M OR FIAT HEAD SUBSTRATE I Ed. =a MIN: EDGE DIST. MIN. EMBEDMENT CONCRETE 2—i/2° 9-3/4" CONCRETE f'c = 3000 PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ,WATER—WHITE METHACRYLATE LACQUER. g � g II � W I W i.l.l to i z• • � z •s•• l!a Lc) l ••••• •• •• •••••• i ♦ I� Engr: JAVAb AlIMAfl PliC ucT RI'MSFD CIVIL a3 complying wilit (lie Tiorids FLAPE 70692 Building Code Acceptance No e;'cpiratlon Date , g By - I Jyliami a Product'Cox y � (drowing no. I f� ;' M04--04 1/4" DIA. ULTRACONS CLIP (1 ON EACH WING) 1/4? DIA. ULTRACONS 1 PER'ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN, 2 PER ANGLE r3welimmollmav ;T,- ��► t , .f I t 2 X. 2 X 1/8" ! ALUM ANGLE 1/4' Diff. ULTRACONs ,. . �....,,.. 4 PER CLIP (2 ON EACH WING) 1/4" DLA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. R 'MIN: EDGE DIST. MIN. EMBEDMENT MASONRY 2-;1/2" MASONRY s C-90 HOLLO)N/FILLED BLOCK • Pm = 2000 PSI MIN, ALL CLIPS AND ANGLES TO FIT SNUG 'INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1'ATH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. i/4" DIA..ULTRACONS .2 PER ANGLE i J j [FLOATING CLIP i f SNUG FIT INSIDE MULL II I ' a14 Sms 1-3/4" O.C. MIN. 2 PER ANGLE .1, •. i. m CIVIL FLA. PE 70592 C.A.N. 3538 JUL fx yN. r� I. f r Z � h 2X2X1/8" ALUM ANGLE* z 9 i0 i 3 r4h �. W coin ,n _j Wom cv ..... .... ...... PR'oDuCE RBVism ! i N >3s complyingl with the HMO 8e1'I�ltnB �'1,ct'epta+tce No � _g Bxplratian Dat0 e I o ib �_j v At3Ai�tti Pradud drawing no. M04-04 #14 SMS TUBE MULLION SEE' CHART FOR QUANTITIES 1 (' e #f0 FH SMS 2/ SIDE 1 /8" THICK ALUM CHANNEL I LENGTH TO FIT SNUG INTO MULLION i j TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION r OF CLIP ANGLE ` CAULK JOINT AFTER ASSEMBLY #14 FH SMS ,1 f 2" D.C. MIN. ACCESS HOLE -� SEE CHART FOR QUANTITIES ----- — ---� — -- --- — THIS SCREW CAN BE INSTALLED IN EITHER 1 i 210 FH SPER CUP I I DIRECTION ,+ i i 1" O.C. MIN. 1-3/4" X 2" X 1/8" '(FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR(18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE QNCH©RS DETAIL#1 METAL TO METAL CONNECTION #14 SMS/TEKS SUBSTRATE Fd. MIN. EDGE DISO/CL SPACING METAL 5/6" METAL 1/8" MIN. THK..STEEL Fy = 36 KSI MIN. 1/8- MIN. THK. ALUMINUM (6083—T5 MIN.) ANCHOR I N0. DF HAf�...5 TYPE A 2 B TYPE 3 _ 2 TYPE D • _ A -- TYPE E 1, 4 Engr. JAVAD AHMAD PRODUCT REVlSEU CIVIL as complying Nvith the Florida ` 1 FLA. C.A.N. 1 8S92 Building Code � n ,Acceptance w'ratianDote 14 !p-% J'•$ #ia Aade PmciucCCOM!m I drawing no. j$ eat 9 0000•• • • • 0000•• 0000•• 0000• s • • • • �I ;© �3 W, < w to • ota n•4 00000 Z 4 • CY eS•�� 0000 • , (0 0-1 0000 i < It N 0000• Is I7 Engr. JAVAD AHMAD PRODUCT REVlSEU CIVIL as complying Nvith the Florida ` 1 FLA. C.A.N. 1 8S92 Building Code � n ,Acceptance w'ratianDote 14 !p-% J'•$ #ia Aade PmciucCCOM!m I drawing no. j$ eat 9 0000•• • • • 0000•• 0000•• 0000• s • • • • 5614 Everhart Manor Ln Katy, Texas, 77494 Phone: (832) 576 5642 / Email: fhpeO-)aol.com FH 10/28/14 1 1 13 Project : Michael Puchades 124 NE 96 ST, Miami Shores, FL 33138 WIND LOAD CALCULATION FOR COMPONENTS AND CLADDING WIND LOAD FOR WALLS PER ASCE 7/10 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET ( CHAPTER 30, PART 1 LOW-RISE BUILDINGS) B = MINIMUM WIDTH (FT) = 66.83 H = MEAN ROOF ELEVATION (FT) V= WIND VELOCITY (MPH) = 175 EXPOSURE CATEGORY = RISK CATEGORY = II Kz= EXPOSURE COEFFICIENTS Kzt=TOPOGRAPHIC FACTOR = 1.00 Kd=WIND DIRECTIONALITY FACTOR= 0.85 DF= ALLOWABLE STRESS DESIGN FACTOR = 0.6 qz = VELOCITY PRESSURE = 0.00256 x Kz x Kzt x Kd x (V^2) x DF = 33.986 PSF CPI COEFFICIENTS = + / - 0.18 a= ZONE 5 EXTENSION ( FT) = 4.48 • • • • SMALLER BETWEEN: a=0.10 B= 6.68 AND • • • • • • • • a=0.4 H= 4.48 - ...... 4.48 •••• BUT NOT LESS THAN: 4% OF B= 2.67 OR •••••� "•`�` 3.00 "•"` ' . . . . ...... • FRANCISCO HERNANDEZ, P.E. By Date Sheet 10f 5614 Everhart Manor Ln FH 110/28/14 2 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOAD SUMMARY MARK WIDTH HEIGHT AREA POS. ZONE 4 ZONE 5 PSF ZONE 4 -45.44 40.10 -53.70 GCP GCP GCP GCP WL WL POS. NEG. POS. NEG. POS. MEG. IN IN SF PSF PSF A(SF) 103.25 83.25 59.69 0.89 -0.98 0.89 -1.16 B(SF) 20.75 78.75 11.35 1.00 -1.10 1.00 -1.40 C(FD) 63.75 78.75 34.86 0.92 -1.02 0.92 -1.24 37.49 -40.79 D(SF) 21.00 78.75 11.48 1.00 -1.10 1.00 -1.40 40.10 -43.50 E(SF) 20.75 79.25 11.42 1.00 -1.10 1.00 -1.40 40.10 -43.50 F(FD) 63.75 79.25 35.08 0.92 -1.01 0.92 -1.23 37.31 -40.59 G(SF) 31.75 79.25 17.47 0.98 -1.08 0.98 -1.35 39.25 -42.65 H(SF) 20.75 80.75 11.64 1.00 -1.10 1.00 -1.40 40.10 -43.50 J(SF) 22.50 80.75 12.62 0.99 -1.09 0.99 -1.38 39.70 -43.08 L(SF) 22.00 80.75 12.34 1.00 -1.10 1.00 -1.40 40.10 -43.50 M(SF) 22.63 80.75 12.69 0.99 -1.09 0.99 -1.38 39.70 -43.08 O(SF) 35.00 80.75 19.63 0.96 -1.06 0.96 -1.33 38.85 -42.23 P(SF) 14.13 80.75 7.92 1.00 -1.10 1.00 -1.40 40.10 -43.50 R(FD) 34.00 80.75 19.07 0.96 -1.06 0.96 -1.33 38.85 -42.23 RI (SF) 19.75 80.75 11.08 1.00 -1.10 1.00 -1.40 40.10 -43.60 S(FD) 72.00 79.75 39.88 0.91 -1.01 0.91 -1.22 37.13 -40.39 T(SF) 72.25 83.75 42.02 0.91 -1.00 0.91 -1.20 U(FD) 63.75 80.75 35.75 0.92 -1.01 0.92 -1.23 37.31 -40.59 M1(SF) 19.75 80.75 11.08 1.00 -1.10 1.00 -1.40 40.10 -43.50 P1(SF) 22.38 80.75 12.55 0.99 -1.09 0.99 -1.38 39.70 -43.08 .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• ••• ••• ••• ••• • •• • • •• •• •• .... ....... . .... ...... . ZONE 5 WL WL POS. NEG. PSF PSF 36.22 -45.44 40.10 -53.70 36.95 -47.06 FRANCISCO HERNANDEZ, P.E. By Date ISheet Of 5614 Everhart Manor Ln FH 1 10/28/141 3 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOAD SUMMARY (MULLIONS MARK WIDTH HEIGHT AREA ZONE 4 ZONE 5 ZONE 4 ZONE 5 OPENING GCP GCP GCP GCP WL WL WL WL POS. NEG. POS. NEG. POS. MEG. POS. NEG. IN IN SF PSF PSF PSF PSF A(MULL) 10.38 78.75 5.67 1.00 -1.10 1.00 -1.40 40.10 -53.70 B(MULL) 42.25 78.75 23.11 0.94 -1.04 0.94 -1.29 38.22 -49.90 C(MULL) 42.38 78.75 23.17 0.94 -1.04 0.94 -1.29 38.22 -41.60 D(MULL) 10.50 78.75 5.74 1.00 -1.10 1.00 -1.40 40.10 -43.50 #1 E(MULL) 39.38 21.00 5.74 1.00 -1.10 1.00 -1.40 40.10 -43.50 F(MULL) 39.38 63.75 17.43 0.98 -1.08 0.98 -1.35 39.25 -42.65 G(MULL) 39.38 31.75 8.68 1.00 -1.10 1.00 -1.40 40.10 -53.70 H(MULL) 15.88 79.25 8.74 1.00 -1.1'0 1.00 -1.40 40.10 -43.50 ((MULL) 47.75 79.25 26.28 0.94 -1.04 0.94 -1.28 38.04 -41.40 J(MULL) 39.63 31.75 8.74 1.00 -1.10 1.00 -1.40 40.10 -43.50 #2 K(MULL) 39.63 79.25 21.81 0.95 -1.05 0.95 -1.30 38.40 -41.80 L(MULL) 39.63 20.75 5.71 1.00 -1.10 1.00 -1.40 40.10 -43.50 M(MULL) 39.88 72.00 19.94 0.96 -1.06 0.96 -1.33 38.85 -42.23 #3 N(MULL) 36.00 79.75 19.94 0.96 -1.06 0.96 -1.33 38.85 -42.23 O(MULL) 40.38 19.75 5.54 1.00 -1.10 1.00 -1.40 40.10 -43.50 P(MULL) 40.38 57.50 16.12 0.98 -1.08 0.98 -1.35 39.25 -42.65 Q(MULL) 35.00 80.75 19.63 0.96 -1.06 0.96 -1.33 38.85 42.23 #4 R(MULL) 40.38 57.38 16.09 0.98 -1.08 0.98 -1.35 39.25 42.65 S(MULL) 40.38 22.00 6.17 1.00 -1.10 1.00 -1.40 40.10 -43.50 T(MULL) 40.38 20.75 5.82 1.00 -1.10 1.00 -1.40 40.10 -43.50 U(MULL) 40.38 63.75 :**11.9; 0 96 : 11.10 6 0.96 -1.33 38.85 -42.23 V(MULL) 43.19 80.75 • Q.9;4 ; •; -1,04 0.94 -1.29 38.22 -41.60 #5 W(MULL) 40.38 63.75 •24.E1 • • 1-P.87 • • 0.96 • • 0-1.06 0.96 -1.33 38.85 -42.23 X(MULL) 38.94 80.75 21.83 0.95 -1.05 0.95 -1.30 38.40 -41.80 Y(MULL) 40.38 14.13 .3J6 ... 1.00 ...1 Q, 1.00 -1.40 40.10 40.10 -43.50 -43.50 ZA(MULL) 17.00 80.7 9.5% 1.p0 • ; -1.1p 1.00 -1.40 ZB(MULL) 40.38 34.00 1.453 ••• 1.p6 ;t1.l:r 1.00 -1.40 40.10 -43.50 #6 ZD(MULL) 40.38 19.75 5.54 1.00 -1.10 1.00 -1.40 40.10 -43.50 . ..... . .. . • •• ••• • •• • • • • • ••• •• •• • • FRANCISCO HERNANDEZ, P.E. By Date Sheet Of 5614 Everhart Manor Ln FH 110/28/141 4 1 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOADS AND DESIGN PRESSURES OF MULLIONS - OPENING # 1 AS PER NOA 14-0731.06 MAX WIND LOAD IN OPENING # 1= - 53.70 PSF MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARY WIDTH MULLION DESIGN LOAD ANCHOR 1 .. ANCHOR 2 SUBSTRATE DESIGN SUBSTRATE (TYPE) LOAD (TYPE) DESIGN LOAD A 2" X 5" X 1/8" 831/411 12 1/8" 150.0 PSF WOOD (B) 150.0 PSF CONCRETE (D) 150.0 PSF B 2" X 5" X 1/8" 83 1/4" 45 1/4" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF C 2" X 5" X 1/8" 83 1/4" 453/8" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF D 2" X 5" X 1/8" 83 1/4" 121/4" 150.0 PSF WOOD (B) 150.0 PSF CONCRETE (D) 150.0 PSF E 2" X 5" X 1/8" 21" 415/8" 150.0 PSF ALUM (B) 150.0 PSF ALUM (B) 150.0 PSF F 2" X 5" X 1/8" 63 3/4" 415/8" 131.2 PSF ALUM (B) 92.0 PSF ALUM (B) 92.0 PSF r—t--1 2" X 5" X 1/8" 20 3/4" 415/8" 150.0 PSF ALUM (B) 150.0 PSF ALUM (B) 150.0 PSF .. •.. . • . . . .. • .• . • • • ..• • .. ... .. . . . .. • •.. •.. .•. ... .•. • •• • • •• •• •• .... ....... . • •• •• • • • •• •• ••• • • • ••• • • FRANCISCO HERNANDEZ, P.E. By Date Sheet Of 5614 Everhart Manor Ln FH 110/28/141 5 1 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOADS AND DESIGN PRESSURES OF MULLIONS - OPENING # 2 AS PER NOA 14-0731.06 MAX WIND LOAD IN OPENING # 2 = - 43.50 PSF MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARY WIDTH MULLION DESIGN LOAD ANCHOR 1 ANCHOR 2 SUBSTRATE DESIGN LOAD SUBSTRATE (TYPE) DESIGN LOAD (TYPE) H 2" X 5" X 1/8" 831/411 17 5/8" 150.0 PSF WOOD (B) 150.0 PSF CONCRETE (D) 150.0 PSF 1 2" X 5" X 1/8" 83 1/4" 501/8" 79.7 PSF WOOD (B) 63.2 PSF CONCRETE (D) 87.3 PSF J 2" X 5" X 1/8" 313/4" 415/8" 150.0 PSF ALUM (B) 150.0 PSF ALUM (B) 150.0 PSF K 2" X 5" X 1/8" 63 3/4" 415/8" 131.2 PSF ALUM (B) 92.0 PSF WOOD (A) 46.0 PSF L 2" X 5" X 1/8" 20 3/4" 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF •. ..• . i . . . .. . .• . . • . •.• . .. ... i. . . . .. . ... i.. ..• •.. .•. • •• • • •• •• •• ....... V: . ...••.. . .... • .... ............ .......... . FRANCISCO HERNANDEZ, P.E. By Date Sheet Of 5614 Everhart Manor Ln FH 110/28/141 6 1 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOADS AND DESIGN PRESSURES OF MULLIONS - OPENING # 3 AS PER NOA 14-0731.06 MAX WIND LOAD IN OPENING # 3 = - 42.23 PSF MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARY WIDTH MULLION DESIGN LOAD ANCHOR 1 ANCHOR 2 SUBSTRATE DESIGN SUBSTRATE (TYPE) LOAD (TYPE) DESIGN LOAD M 2" X 5" X 1/8" 72" 371/4" 131.2 PSF WOOD (A) 46.0 PSF ALUM(B) 92.0 PSF N 2" X 5" X 1/8" 1 83 1/4" 1 415/8" 1 102.5 PSF I WOOD (B) 1 81.3 PSF WOOD (B) 81.3 PSF •. •.. . • . . . .. • .• • • • • ... • .. ..• .. . . • .• • •• • • •• •• •• ........... . .......... ............ .......... . FRANCISCO HERNANDEZ, P.E. By Date Sheet Of 5614 Everhart Manor Ln FH 110/28/141 7 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOADS AND DESIGN PRESSURES OF MULLIONS - OPENING # 4 AS PER NOA 14-0731.06 MAX WIND LOAD IN OPENING # 4 = - 43.50 PSF MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARY WIDTH MULLION DESIGN LOAD ANCHOR 1 ANCHOR 2 SUBSTRATE DESIGN LOAD SUBSTRATE (TYPE) DESIGN LOAD (TYPE) O 2" X 5" X 1/8" 19 3/4" 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF P 2" X 5" X 1/8" 55 3/4" 415/8" 150.0 PSF WOOD (A) 58.9 PSF ALUM (B) 117.8 Q 2" X 5" X 1/8" 83 1/4" 58" 71.8 PSF WOOD (B) 56.9 PSF CONCRETE (D) 78.6 PSF R 2" X 5" X 1/8" 57 3/8" 415/8" 150.0 PSF ALUM (B) 98.2 PSF WOOD (A) 58.9 PSF S 2" X 5" X 1/8" 19 3/4" 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF .• .•. . . . . • .. •• ••• •• • • • •• • ••• ••• ••• ••• ••• • •• • • •• •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ml-#-- �, ilk *J i � FRANCISCO HERNANDEZ, P.E. By Date Sheet Of 5614 Everhart Manor Ln FH 110/28/1418 1 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOADS AND DESIGN PRESSURES OF MULLIONS - OPENING # 5 AS PER NOA 14-0731.06 MAX WIND LOAD IN OPENING # 5 = - 43.50 PSF MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARY WIDTH MULLION DESIGN LOAD ANCHOR 1 ANCHOR 2 SUBSTRATE DESIGN SUBSTRATE LOAD (TYPE) DESIGN LOAD (TYPE) T 2" X 5" X 1/8" 20 3/4" 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF U 2" X 5" X 1/8" 22 5/8" 415/8" 150.0 PSF WOOD (A) 89.0 PSF ALUM (B) 150.0 PSF V 2" X 5" X 1/8" 83 1/4" 451/4" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF W 2" X 5" X 1/8" 63 3/4" 415/8" 131.2 PSF ALUM (B) 92.0 PSF ALUM (B) 92.0 PSF X 2" X 5" X 1/8" 83 1/4" 45 7/8" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF Y 2" X 5" X 1/8" 1 26 3/4" 1 415/8" 1 150.0 PSF I ALUM (B) 150.0 PSF WOOD (A) 89.0 PSF • •• • • • • ••• • •• ••• •• • • • •• • •• • • •• •• •• .... ... •.... . .. .... • .... ............ FRANCISCO HERNANDEZ, P.E. By Date Sheet Of 5614 Everhart Manor Ln FH 110/28/141 9 1 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WIND LOADS AND DESIGN PRESSURES OF MULLIONS - OPENING # 6 AS PER NOA 14-0731.06 MAX WIND LOAD IN OPENING # 6 = - 43.50 PSF MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARY WIDTH MULLION DESIGN LOAD ANCHOR 1 ANCHOR 2 SUBSTRATE DESIGN SUBSTRATE (TYPE) LOAD (TYPE) DESIGN LOAD ZA 2" X 5" X 1/8" 831/411 19" 150.0 PSF WOOD (B) 150.0 PSF WOOD (B) 150.0 PSF ZB 1 2" X 5" X 1/8" 1 34" 1 415/8" 150.0 PSF I ALUM (B) 1 150.0 PSF I ALUM (B) 150.0 PSF ZD 1 2" X 5" X 1/8" 1 19 3/4" 1 415/8" 150.0 PSF I WOOD (A) 1 89.0 PSF I WOOD (A) 89.0 PSF .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... •.• OV •:0 . .. . • .. .. .. ........... . .......... ............ .......... . FRANCISCO HERNANDEZ, P.E. By Date Sheet 10f 5614 Everhart Manor Ln FH 1 10/28/14 10 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 CALCULATIONS OF LOADS ACTING ON ANCHORS USED FOR WOOD BUCK ATTACHMENTS or=`Ag— Ate , ZIA rcpt �. . :. ...... . ...... •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• • • • • • •••••• FRANCISCO HERNANDEZ, P.E. By Date Sheet Of 5614 Everhart Manor Ln FH 10/28/14 11 13 Katy, Texas, 77494 Project : Michael Puchades Phone: (832) 576 5642 / Email: fhpe@aol.com 1124 NE 96 ST, Miami Shores, FL 33138 CALCULATIONS OF THE LATERAL LOAD APPLIED ON WOOD BUCK ANCHORS OPENING WIDTH # W IN HEIGHT H IN AREA SF WI Wind load at opening PSF Sa Seal Trib area SF Linear Load on seal anchors # Spacing of seal anchors IN Lateral Load on seal anchors # Ja Jamb Trib area SF Linear Load on jamb anchors # Spacing of Jamb anchors IN Lateral Load on jamb anchors # 1 126.50 78.75 69.18 50.00 23.82 113.00 6.00 56.50 10.77 82.03 6.00 41.02 2 141.71 79.25 77.99 50.00 28.09 118.94 6.00 59.47 10.90 82.55 6.00 41.28 3 154.25 79.25 84.89 50.00 31.54 122.69 6.00 61.35 10.90 82.55 6.00 41.28 4 166.63 80.75 93.44 50.00 35.40 127.47 6.00 63.73 11.32 84.11 6.00 42.06 5 172.38 80.75 96.66 50.00 37.01 128.83 6.00 64.41 11.32 84.11 6.00 42.06 6 63.75 80.75 35.75 50.00 6.55 61.68 6.00 30.84 11.32 84.11 6.00 42.06 Note : A typical spacing of 6 inches has been used for the load applied on each anchor that includes either anchors spaced at 6 " ( staggered) or pair of anchor spaced at 12". Maximum lateral load applied on any anchor = = 64.41 # Shear Strength of 1/4 Ultracon used as wood screw = 776 # > for attachment to existing wd tie -beams Shear Strength of 1/4 Hilti Kwik Flex in 1/4" steel = 1510 # > substrate for attachment to existing steel tie columns • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • •• • • •• •• •• ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 64.41 # OK See attached wood screw talcs lateral load capacity calas per NDS 2012 64.41 # OK See attached Kwik Flex data sheet with KF screw lateral load capacity 'RANCISCO HERNANDEZ, P.E. By Date Sheet Of X614 Everhart Manor Ln FH 10/28/14 12 13 ,aty, Texas, 77494 Project : Michael Puchades 'hone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 WOOD SCREW SHEAR STRENGTH PER NDS 2012 DETERMINATION OF Z VALUE FOR 1/4" ULTRACON ELCO USED AS WOOD SCREW D = 0.161 in Root Diameter G = 0.55 Speck Gravity (Southern Pine) F em = 16600 (G^1.84) = 5.525.55 psi Main Member / Dowel Bearing Strength of Wood Fes = 5,525.55 psi Side Member / Dowel Bearing Strength of Wood is = es 1.50 in Side member bearing length Re = F em / F as = 1.00 Dowel Strength Ratio Fyb = 155,000.00 psi Ultracon yield strength for 1/4" (per Manufacturer's catalog) P,m 1.50 in Penetration of screw Into main member (inches) Rt = �m / Ps = 1 Length ratio COEFFICIENTS K1 = ( ((Re+2 (Re^2) (1+Rt+(Rt^2))) + ((Rt^2) (Re"3)) ) ^.5 - Re (1+Rt)) /(1+Re) K2= (_1)+((2(1+Re))+(2(Fyb)(1+2Re)(D"2))/(3(Fem)(Em"2)))".5 K3=(-1)+((2(1+Re)/ Re) +(2Fyb(2+Re)(D^2)/(3Fern (Ps^2)))^.5 K1 = 0.41 K2 = 1.156 K3 = 1.1555 REDUCTION TERMS D LESS THAN 0.25, THEN Kd= 2.2 for Ds 0.17' K6 = 1 + 0.25 (e/90) G = 90° K0 = 1.25 Rd = Kd.Ke = 2.75 0000•• • 0000•• 0000 0000 0000•• • • •• •• 0000•• • • • • • •• •000.0 •0000• • • 00• • •••• 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • • • 0000•• 0000•• 'RANCISCO HERNANDEZ, P.E. By Date Sheet Of 614 Everhart Manor Ln FH 1 10/28/14 13 1 13 Aty, Texas, 77494 Project: Michael Puchades 'hone: (832) 576 5642 / Email: fhpe@aol.com 124 NE 96 ST, Miami Shores, FL 33138 YIELD LIMIT EQUATIONS (Single Shear) Yield Mode Im Z = (DIm.Fem) / Rd Z = 485.24 LBF Yield Mode Is Z = (Dis.Fes) / Rd Z = 485.24 LBF Yield Mode II Z = (K1.DIs.Fes) / Rd Z = 200.99 LBF Yield Mode IIIm Z = (1<2.131m.Fem) / ((1+2Re)Rd) Z = 186.91 LBF Yield Mode IIIs Z = (K3.D.Cs.Fem) / ((2+Re)Rd) Z = 186.91 LBF Yield Mode IV Z = (D^2 / Rd) * ((2.Fem.Fyb) / (3(1 + Re))) ^0.5 Z = 159.26 LBF FINAL VALUE OF Z Z = 485.24 LBF ADJUSTMENT FACTORS Load Duration Factor (CD) CD= 1.6 in. ( Wind Load) Geometric Factor CA CA= 1 (Ds0.25in) SHEAR ALLOWABLE LOAD USE Za Z CD CD 485.24 X 1.6 X 1.00 776.40 POUNDS • •000•• • • • .0000. • • • • 0000•• • •00.0• 0 0000•• • •00••0 0.00 • • • • • • ••00.0 0000 • 00000 00:0.0• •• • 0000• • • • • •• •• • •• • 000.0 • 0000•• • • • • • 00.0.0 :.00:0 • • •• • • • • ••000• •• • 0000 • • •.0• 3.6.4 Kwik -Flex Self -Drilling Screws 3.6.4.1 Product Description 3.6.4.1 Product Description 3.6.4.2 Material Specifications Hilti Kwik -Flex fasteners combine the Product Features 3.6.4.3 Technical Data 3.6.4.4 Installation Instructions 3.6.4.5 Ordering Infonnation Listinas/Amovals ICC -ES pntemational Code Council) ESR -3332 COLA (City of Los Angeles) RR 25095 in-place economy of self -drilling screws with the strength and performance of bolted connections. The precision - milled point and lead threads of a Kwik - Flex fastener are selectively hardened for dependable self -drilling and tapping. The balance of the fastener retains the ductility. This results in superior resistance to embrittlement that can be caused by stress, dissimilar metals and moisture. • Virtually immune to embrittlement failure • Self -drilling for convenience, labor savings • Kwik -Cote finish provides greater corrosion resistance than cadmium or zinc plating (reference Section 2.3.3.1) • Complies with the Buy America Act • Suitable for. Aluminum to steel Fre retardant plywood Corrosive environments (Reference Section 3.6.1.6) Heat washer Head: uses standard tools, efficient drive system, Tapping Threads eliminate resists pullover / ruts to simplify installation ® Precision -milled drill point speeds installation Kwik -Flex Head: Flutes remove Marking simplifies metal chips Inspection Hardened for drilling for easy drilling Shank has Grade 5 bolt ductility and and tapping strength (SAE J429 and ASTM A449) without embrittlement •••••• 3.6.4.2 Material Specifications .•. "":' Mechanical Properties Yield Strength, Fy Yield Strength, F,. kW (MPa) kei (MPa) 92 1 (634) 1 120 1 (828) •••••• t ---- Mote: TheWNe'ners address delayed fail% due to h assisted s1jWAr TosiogrracWng. They are not Up more rAm-Aawti to other ca ra"effects the standard AM Kwik-CoteUwlls. 164 HIM, Inc. (US)1-800-878-80M 1 www.us.hHU.com i an espanol 143ID-879-5 I HIM (Canada) Corp. l-80-383-9458 1 www hWdxa 1 Direct Fastening TechnIW Guide 2013 Kwik -Flex Self -Drilling Screws 3.6.4 3.6.4.3 Technical Data Ultimate Tensile Strengths - Pullout (Tension), Ib W 1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. 2 Load values based upon testing completed m accordance with AISI Ste. 3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a $ factor of 0.5 be applied for LRFD design and a 0 factor of 0.4 be applied for LSD design. 4 ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. 5 The screw diameters In the table above are available in head styles of pan, hex washer Read, pancake, flat, wader and bugle. 6 The load data in the table is based upon sheet steel with Fu = 45 W. For Fu = 55 ksl steel, multiply values by 122. For F. = 65 ksl steel, multiply values by 1.44. 7 Load values based upon testing in 6063-T5 aluminum alloy. S Refer to Section 3.6.4.5 to ensure drilling capaclttes. Ultimate Tensile Strengths - Pullover (Tension), Ib Q" Washer or Thickness of member riot In contact with the screw head Head Nominal Stee8. ga (n.) or in. Aluminum', In. Screw Diameter 18 16 14 12 in. 0.048 60 0.0 0.07(0-1 Designation 3/16 1/4 5/16 • in. 0.048 (0.060) 0.075) 0.105) 1/8 3/16 1/4 5/16 1/8 1/4 3/8 010-16 0.190 410 580 710 920 890 - - - 920 - - 1610 2015 1.82 2.58 3.1 4.09 3. #12-24 0.398 (5.74) 4.09 (8.96) (12.54) 012-14 0.216 395 615 790 985 1530 1995 - - 630 2745 - • • • 1.7 2.74 3.51 4.38 6.81 8.8 1 2. 1221 1/414 0.250 395 620 765 1025 1685 2695 - - 720 2905 10.81 15.12 18. 1.7 (2.7 3A (4.5 .50 (11.99) - 320 (12.92 V • M. 1/420 0.280 _ 605 725 1075 1540 2645 1325 2315 690 2100 4365 0.800 - - (2.69) (322) 4.78 6. (11. 5.89) (10.30 (3.0 19.42 5/16-18 0.313 - - - 1560 2120 - - - - - - 1 1805 1 2530 2810 - - 6.94 9.43 5.1 6.43 8.03 112 13.39 5/16-24 0.313 _ _ _ 1375 1910 1 2170 3585 2706.12 4270(6-12) (8.50 15.86 18.99 1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. 2 Load values based upon testing completed m accordance with AISI Ste. 3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a $ factor of 0.5 be applied for LRFD design and a 0 factor of 0.4 be applied for LSD design. 4 ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. 5 The screw diameters In the table above are available in head styles of pan, hex washer Read, pancake, flat, wader and bugle. 6 The load data in the table is based upon sheet steel with Fu = 45 W. For Fu = 55 ksl steel, multiply values by 122. For F. = 65 ksl steel, multiply values by 1.44. 7 Load values based upon testing in 6063-T5 aluminum alloy. S Refer to Section 3.6.4.5 to ensure drilling capaclttes. Ultimate Tensile Strengths - Pullover (Tension), Ib Q" 1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. 2 Load values based upon calculations done in accordance with Section E4 of AIM S100, unless otherwise noted. 3 Load values based upon testing completed in accordance with AISI S905. 4 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a 0 factor of 0.5 be applied for LRFD design and a 0 factor of 0.4 be applied for LSD design. 5 ANSI/ASME standard screw head diameters were used in the calculations and are fisted in the tam. 6 Pancake Framing Head Undercut (PFHUG) and Philips Wafer Head (PENN styles are not covered by this table because they are not used for attachment of steel to steel. 7 The load data in the table is based upon sheet steel with Fu = 45 ksl. For F. = 55 ksl steel, multiply values by 1.22. For F� = 65 ksi steel, multiply values by 1.44. 6 Refer to Section 3.6.4.5 to ensure dra8ng capacities. Hilts, Inc. 9q 1-800-879-8000 I worat us htttl corn i an espatiol 1 -tom -879-50M I Hill (Canada) Corp. 1-8013-363-4458 1 www.tdFtl.ca 1 Direct Fastening Technical Guide 2013 165 Washer or Thickness of member m contact with the screw head Screw Head Steer. ga (in.) or in. Designation Diameter 18 16 14 12 in. 0.048 60 0.0 0.07(0-1 1/8 3/16 1/4 5/16 • Hex Washer Head (HWH) 0 • • feel 410-16 0.384 1245 1555 1945 2275 2275 •• - • -0000 - 54) (6. 8. 10.1 10.12 0.000 • 0 ••• 012-14 1290 1610 2015 2820 3215 3M:. • #12-24 0.398 (5.74) (7.16) (8.96) (12.54) (14.30) - 0 - :000 • 1/414 0.400 1555 1945 2428 3400 4050 0 • • • • 8. 10.81 15.12 18.02 1 •6.92) 1945 2428 3400 40.50 43:650 438.3 •0 4 4365.0 1/428 0.480 _ 8. 10.81 15.12 18. • 19.� 19.42 • 19.42 5/16-183 0.600 - - V • M. - ••0 1 1559 i••0 • 5/16-243 0.800 - - _ 3980 3980 • • • 17.70 (17.70) 17. • • • 17.7 • 17.7 Phillips Pan Head (PPH) • • • • 010 0.357 1160 1445 1 1805 1 2530 2810 - - - 5.1 6.43 8.03 112 13.39 1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. 2 Load values based upon calculations done in accordance with Section E4 of AIM S100, unless otherwise noted. 3 Load values based upon testing completed in accordance with AISI S905. 4 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a 0 factor of 0.5 be applied for LRFD design and a 0 factor of 0.4 be applied for LSD design. 5 ANSI/ASME standard screw head diameters were used in the calculations and are fisted in the tam. 6 Pancake Framing Head Undercut (PFHUG) and Philips Wafer Head (PENN styles are not covered by this table because they are not used for attachment of steel to steel. 7 The load data in the table is based upon sheet steel with Fu = 45 ksl. For F. = 55 ksl steel, multiply values by 1.22. For F� = 65 ksi steel, multiply values by 1.44. 6 Refer to Section 3.6.4.5 to ensure dra8ng capacities. Hilts, Inc. 9q 1-800-879-8000 I worat us htttl corn i an espatiol 1 -tom -879-50M I Hill (Canada) Corp. 1-8013-363-4458 1 www.tdFtl.ca 1 Direct Fastening Technical Guide 2013 165 3.6.4 Kwlk-Flex Self -Drilling Screws Ultimate Shear Strengths -Bearing (Shear), lb W-2.1.4,5.• 1 The lower of the ultimate shear bearing and shear fastener strength of screw should be used for design 2 Load values based upon testing comps to accordance with AISI Ste. 3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a (1) factor of 0.5 be applied for LRFD design and a m factor of 0.4 be applied for LSD design 4 ANSI/ASME standard screw head diameters were used in the calculations and are listed In the tables. 5 Load values In table are for Hex Washer Head (HWH) and Phillips Pan Head (PPH). Pancake Framing Head Undercut (PFHUQ and Phillips Wafer Head (PWH) styles are not covered by this table because they are not used for attachment of steel to steel or aluminum to aluminum. 6 The load data in the table is based upon sheet steel with Fu = 45 ksi. For F. = 55 ksi steel, multiply values by 122. For F. = 65 ksi steel, multiply values by 1.44. 7 Load values based upon testing In 6063-T5 aluminum alloy. 8 Refer to Section 3.6.4.5 to ensure drilling capacities. Nominal Ultimate Fastener Strength of Screw Screw Designation Nominal Diameter In. Thickness of members, In contact with screw head - rot in contact with screw head Screw Nominal Diameter Steele. ga (in-) or m. Aluminum', in. Designation in. 18 (0.048) - 18 (0.048) - 16 (0.060) - 14 (0.075) - 1(8.3/16 3/16-1/4 1/4 1/8-118 1/8-1/4 2890 (11.97) 1/420 18 (0.048) 14 (0.075) 16 (0.060) 14 (0.075) 0.313 8070 (35.90) 12 (0.105) 5/16.24 0.313 010-1602 0.190 865 865 1210 - - - - 1760 - • • 4 (3-85) (3.8b) (5.38) • 0•0 • 00 (7.83) • #10.1603 0.190 1105 1185 1360 - - - - 1760 - (4.92) (5.27) (6.05) 0000 • • • (7-83) #12-14 0216 1070 1720 1540 1490 - - - 1005 1425 (4.76) (7.65) (6.85) (6.63) (4.47) (6.34) 1/4-14 0.250 1130 1880 1560 1985 1915 - - 1215 1770 (5.03) (8.36) (6.94) (8.83) (8.52) (5.40) (7.87) 1/420 0.250 920 1690 1470 2010 2075 1570 1510 1185 1770 (4.09) (7.52) (6-54) (8.94) (9.23) (6.98) (5.27) (5.27) (7.87) 5/16-18 0,313 1225 1865 1685 2675 - - - - - (5.45) (8.30) (7.50) (11.90) 5/16-24 0.313 - - - - 4040 2955 2660 2220 3440 (17.97) (13.14) (11.83) (9.88 (15.30) 1 The lower of the ultimate shear bearing and shear fastener strength of screw should be used for design 2 Load values based upon testing comps to accordance with AISI Ste. 3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a (1) factor of 0.5 be applied for LRFD design and a m factor of 0.4 be applied for LSD design 4 ANSI/ASME standard screw head diameters were used in the calculations and are listed In the tables. 5 Load values In table are for Hex Washer Head (HWH) and Phillips Pan Head (PPH). Pancake Framing Head Undercut (PFHUQ and Phillips Wafer Head (PWH) styles are not covered by this table because they are not used for attachment of steel to steel or aluminum to aluminum. 6 The load data in the table is based upon sheet steel with Fu = 45 ksi. For F. = 55 ksi steel, multiply values by 122. For F. = 65 ksi steel, multiply values by 1.44. 7 Load values based upon testing In 6063-T5 aluminum alloy. 8 Refer to Section 3.6.4.5 to ensure drilling capacities. Nominal Ultimate Fastener Strength of Screw Screw Designation Nominal Diameter In. Nominal Fastener Strength Tension, P,g Shear, P. lb (kM' ib (k -M #10-16 0.190 2275 (10.12) 1465 (6.52) 012-14 0.216 3215 (14.30) 1990 (8.85) #12-24 0216 4175 (18.57) 2505 (11.14) 1/4-14 0.250 4365 (19.42) 2890 (11.97) 1/420 0.250 4365 (19.42) 2615 (11.63) 5/16-18 0.313 8070 (35.90) 4570 (20.33) 5/16.24 0.313 8755 (38.94) 5470 (24.33) 1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. The Pullout and Pullover tables in this section have already been adjusted where screw strength governs. 2 The lower of the ultimate shear fastener strength and shear bearing should be used for design The Shear Bearing table in this section has already been adjusted where screw strength governs. 3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a m factor of OS be applied for LRFD design and a 4► factor of 0.4 be applied for LSD design 4 When the distance to the end of the connected part is parallel to the tine of the applied force the allowable shear fastener strength must be reduced for end distance, when necessary, in accordance with E4.32 of Appendix A of AISI S100. •084.6 • • • 0000•• 0000•• • 0000•• • 0000•• • • • 0000•• 0000• • • • • • 000.00 0000 • 00000 000408 •4 • •0•44 • • • • 4 •. •• • •• 0000•• • 0•0 • 00 • • • • • • • • • • 000000 •6.44• 6• • 0000 • • • ••4• 166 HIM, Inc. (M 14800-879-8OW I w wa us.hi tI com I en espanol 1-800-879-5M 1 Hilts (Canada) Corp.14WO-383-4458 I wwwlM ca I Direct Fastening Technical Guide 2013 Kwik -Flex Self -Drilling Screws 3.6.4 3.6.4.4 Installation Instructions For general discussion of HiM screwy fastener installation, reference Section 3.6.1.7. For specific Kwik -Flex spacing and edge distance recommendations, reference the following table. Kwik -Flex Screw Specification Table Fastener Size/Diameter Fastened material Minimum Spacing (in.) Minimum Edge Distance (in.) 010 Steel 5/8 9/32 Aluminum 15122 318 #12 Steel 11/16 3/8 Aluminum 9/16 7/16 1/4 Inch Stcel 3/4 3/8 Aluminum 518 1/2 3.6.4.5 Ordering Information Hi@i, Inc. (US)1-800-879-8000 1 wwww.u9JdKcwn 1 an espailol 1-800-879-5M 1 Hiri (Canada) C.orp.1-MO-353-4458 1 wwwJM.ea I Direct Fastening Technical Guide 2013 167 Maximum Drilling maximum Total Description' Capaitiiy Thickness (Mi Reims Box Qty Countersinking Head S -WD 10-24 x 1 1/4" PWH3 KF 0.175" 0.750"PH2 TEK 5,000 S -WD 12-14 x 1 " PFHUC3 KF 0210" 0.500" PH2 TEK 4,000 S -WD 12-14 x 1 1/2" PFHUC3 KF1 0210" 1.000" PH2 TEK 2,500 S -WD 14-20 x 3" PFHUC4 KF' 0.312" 2.500" PH3 500 S -WD 14-20 x 4" PFHUC4 KP 0.312" &=11 PH3 500 010 Diameter S -MD 10-16 x 3/4" PPH3 KF' 0.175" 0.500" PH2 TEK 61000 S -MD 10-16 x 3/4" HWH3 KF 0.175" 0.500" 5/16" 6,000 012 Diameter HWH S -MD 12-14 x 7/8" HWH3 KF 0210" 0.470" 5/16" 5,000 S -MD 12-14 x 1" HWH3 lF 0210" 0.500" 5/16" 4,000 S -MD 12-14 x 1 1/2" HW113 KF 0210" 1.0W 5/16" 2,500 S -MD 12-14 x 1 1/2" HWH4 KF1 0.312" 0.875" 5/16" 2,500 S -MD 12-14 x 2" HWH3 KF 0210" 1.500" 5/16" 2,000 S -MD 12-14 x 3" HWH3 KP 0210" 2.500" 5/16" 1,000 S-MD12-24x 13/4" HWH5 KF' 0.500" 0.8w, 5/16" 21500 1/4 Diameter HWH • • S -MD 1/4-14 x 1" HWH3 KF 0220" 0.450":1/18"••• • 3,000 S -MD 1/4-14 x 1 1/2" HWH3 KF 0.220" 0.950" 3�8" • ... %000 S -MD 1/4-14 x 2" HWH3 KF 0220" 1.4m" "81,06•• • 1,500 S -MD 1/4-20 x 1 1/$" HWH4 KF1 0.312" 0.500" 6�'• • • 2,500 S -MD 1/4-20 x 1 1/2" HWH4 KF 0.312" 0.830" 40,00 • 4e 000' • • • •iiQ00 S -MD 1/4-20 x 13/4" H WH5 KF1 0 -Me" 0.800" %Ale • • : S -MD 1/4-20 x 2" HWH4 KF 0.312" 1.330" AN* • • • • •1.`00 S -MD 1/4-20 x 21/2" HWH4 KF 0.312" 1.830" 30• • • � • • •16,000 S -MD 1/4-20 x 3 3/8" HWH4 KP 0.312" 2.700" ,34N• 500 S -MD 1/4-20 x 4" HWH4 KP 0.312" 3.500" • • V/8"• : • • • 500 5/16 Diameter HWH 0 0 :00090 S -MD 5/16-18 x 1-1/2" HWH3 KP O.M. 0.850" 154'• : a 614WO S-MD5/16-24x1-1/2"HWH4 KF1 0.312" 0.850" 3/8"••��1,000 • S -MD 5/16-24 x 2" HWH4 KF/ 0.312" 1.350" 3/8" 1,000 1 Available only through special order. Hi@i, Inc. (US)1-800-879-8000 1 wwww.u9JdKcwn 1 an espailol 1-800-879-5M 1 Hiri (Canada) C.orp.1-MO-353-4458 1 wwwJM.ea I Direct Fastening Technical Guide 2013 167 GLAZING UNIT PARTIAL REPLACEMENT FOR MICHAEL PUCHADES' RESIDENCE 124 NE 96 ST MIAMI SHORES, FL 33138 9111 tPiTY GENERAL NOTES: C_ opy 1.- THE SCOPE OF WORK OF THE ENGINEER OF RECORD OF THE GLAZING SYSTEM INCLUDES THE FOLLOWING: • CALCULATION OF THE WIND LOADS ACTING ON THE OPENINGS OF THE GLAZING UNIT TO BE %= • • • REPLACED. E �. • SELECTION OF THE NEW GLAZING UNITS IN ACCORDANCE WITH THE MIAMI-DADE PRODUCT *vlzlA .... APPROVALS. It • GLAZING UNIT INSTALLATION DETAILS. "•� ..•..' 2.- THE SCOPE OF THESE SHOP DRAWINGS DOES NOT INCLUDE EITHER STRUCTURAL INSPECTIONS OF • THE RESIDENCE OR VERIFICATION OF THE CAPABILITY OF THE EXISTING STRUCTURE TO WITHSTAND .• THE LOADS TRANSFERRED BY THE GLAZING UNITS. H na .• 3.- THE INSTALLATION DETAILS OF THE GLAZING UNITS ARE BASED ON THE INFORMATION PROVIDED BY THE GLAZING CONTRACTOR WHO FOUND 3•X 3°STEEL TUBE TIE COLUMNS AND WOODEN TIE BEAMS Miami Shores Village FRAMING THE OPENINGS OF THE EXISTING DOORS DURING THEIR REMOVAL. SUCH FRAMES HAVE NOT BEEN VERIFIED BY THE ENGINEER OF RECORD OF THE GLAZING SYSTEM WHO HAS NOT APPROVED BY DATE EXECUTED EITHER A VISUAL EXAMINATION OR PHYSICAL VERIFICATION OF THE EXISTING STRUCTURE AT THE RESIDENCE. ZONING DEPT 4.- THE ATTACHMENT OF THE DOORS TO THE EXISTING FRAMES WILL REQUIRE THE INSTALLATION OF BLDG DEPT ` 17 WOOD BUCKS AND FILL-IN MEMBERS AS SHOWN ON THESE SHOP DRAWINGS THAT SHALL BE INSPECTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE INSTALLATION OF THE SUt3.1FCT TO COMPLIANCE WITH AI.LFEDE'• GLAZING UNITS. STATE AND COUNTY RULES AND REGULATIONS 5.- IT IS THE GLAZING CONTRACTORS RESPONSIBILITY TO INSTALL ALL UNITS IN COMPLIANCE WITH THE REQUIREMENTS OF THE PRODUCT APPROVALS SPECIFIED ON THE GLAZING UNIT MARK ELEVATIONS. THE GLAZING CONTRACTOR SHALL USE THE ANCHOR TYPES, EMBEDMENT AND SPACING SPECIFIED ON THE PRODUCT APPROVALS. b s� tQ—fir—A FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... ............................... ............................... ............................... ............................... .............................. ............................... ........................ ............................... ............................... ............................... ............................... ............................... ............................... ................ I...... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 OD Q LL r-� z w � w J � W W w p La•w w. •fy- LIJ d` . (ly .¢ P. �.s Q• -.• J LLJ <0-) C� U W z � � N N CD �- bran Br. LH Date: 06/20/2014 Scal&. N.T.S. Revision: 10/28/2014 Renton: DRAWING N0. SHEET 1 OF 24 -- - -- -- -- AR 1 /A" An -4 /A" -- -- i_a _.. .... Ra G /R" i_a 70 1 /A." ►i 00 \ C" C C" iN N 1. 0 57° 163" 37" 57" Muir. L.I.M. UGVu I W GUJ 1 IIVu l u M W414IV. I LOCATION PLAN OF GLAZING UNITS TO BE REPLACED SCALE: N.T.S. -�4 . V, l0—Z$ N FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 0 � 110 z w � w -J � w w w • Q' W .... V9 U J � 'w c0 Q C� U w z � z I\l N C� Drawn sv: LH Data 06/20/2014 Scale: N.T.S. Revision: 10/28/201 Revision: DRAWING N0. SHEET 2 OF 24 NORTH ELEVATION WEST ELEVATION OPENING #2 SOUTH ELEVATION OPENING # 1 A EL +13'-6" $ EL +0'-0" E� O O ®M ®� o O®© HMO © O OPENING # 3 OPENING # 6 OPENING # 4 OPENING # 5 OPENING # 7 EAST ELEVATION ELEVATION VIEWS OF GLAZING UNITS TO BE REPLACED SCALE: N.T.S. +0'-0" FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................ ............... ............... ------------ . . . . . . . . . . . ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 ry 00 0 LL � W � � W L.L. • V) C41 • •(n (p) •••••�.. see •N �• •� . •@L. �• .. (/6) Lij C� U W z � z N d— U N Drmm f: LH Date: 06/20/2014 scale: 3/32' = 1' Revision: 10/28t2014 Revision: DRAWING N0. SHEET 3 OF 24 103 1/4° MARK A (SF) 103 1/4" X 83 1/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +36.22 PSF < +130.00 PSF -45.44 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 5 63 3/4' 1 t n MARK F FRENCH DOOR 63 3/4" X 79 1/4' QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +37.31 PSF < +80.00 PSF -40.59 PSF < -90.00 PSF NOA:14-0109.06 ZONE: - 4 20 3/4" 20 3/4" 63 3/4" 21 1 M M M Gooado • I " a^o 9 -t- U 1-j MARK B MARK C MARK D MARK E (SF) 20 3/4" X 78 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -53.70 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 5 FRENCH DOOR 63 3/4" X 79 1/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +37.49 PSF < +80.00 PSF -40.79 PSF < -90.00 PSF O ro NOA:14-0109.06 ZONE. - 4 (SF) 21 " X 78 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 (SF) 20 3/4" X 79 1/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: -4 • • 20 3f4" 22 1/2° 31 3 4" � 63 3/4" Co to L I MARK G (SF) 31 3/4" X 79 1/4 - QTY /4"QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +39.25 PSF < +130.00 PSF -42.65 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK H (SF) 20 3/4" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK U FRENCH DOOR 63 3/4" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +37.31 PSF < +77.13 PSF -40.59 PSF < -77.13 PSF NOA:14-0109.06 ZONE: - 4 MARK J (SF) 22 1/2" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +39.70 PSF < +130.00 PSF -43.08 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 i off FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 rz 00 O ro LL r- rr) z w ro W Z W I -'- •W fc) •� �J W • W� cy .•.•.w (A •Q •__.. Q U •� 57. • �••• C/6) W �T -<-�• V �J U W z � z N d - CV O LH Date: 06/20/2014 scale: 3/16' = 1' Revision: 10/28/201 Revision: DRAWING N0. SHEET 4OF24 22 5/8" 19 3/4" Co Co 00 a� MARK L MARK M MARK M1 MARK 0 (SF) 22" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 22 3/8- t MARK P1 (SF) 22 3/8" X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +39.70 PSF < +130.00 PSF -43.08 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 (SF) 22 5/8" X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +39.70 PSF < +130.00 PSF -43.08 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 34" MARK R FRENCH DOOR 34" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +38.85 PSF < +77.13 PSF -42.23 PSF < -77.13 PSF NOA:14-0109.06 ZONE: - 4 (SF) 19 3/4" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK R1 (SF) 19 3/4" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 (SF) 35" X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +38.85 PSF < +130.00 PSF -42.23 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK S FRENCH DOOR 72" X 79 3/4" GLASS: CLEAR IMPACT RESISTANT QTY = 1 DESIGN LOAD JAMB = J1 ANCHOR = A2 WIND LOAD DESIGN LOAD +37.13 PSF < +80.00 PSF -40.39 PSF < -90.00 PSF NOA:14-0109.06 ZONE: - 4 24 1/8" M 00 MARK P (SF) 24 1/8- X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 72 1/4" M co MARK T (SF) 72 1/4" X 83 1/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +36.95 PSF < +130.00 PSF -47.06 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 5 • •0 • 000 . 0. • 0000•. ••00 • • 0000 0000•• • • •• •• :60:0: • • 0 •• • FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............0.............................................................................................................................................EE ......................... Sunshine Windows Manufacturing, Inc. \ Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 O r� LL Z W � O W LL • ao 6! ClIf".. LIrJ . o• T �y� � • Cn W •• J MARK R FRENCH DOOR 34" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT WIND LOAD DESIGN LOAD +38.85 PSF < +77.13 PSF -42.23 PSF < -77.13 PSF NOA:14-0109.06 ZONE: - 4 (SF) 19 3/4" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK R1 (SF) 19 3/4" X 80 3/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 (SF) 35" X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1 WIND LOAD DESIGN LOAD +38.85 PSF < +130.00 PSF -42.23 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 MARK S FRENCH DOOR 72" X 79 3/4" GLASS: CLEAR IMPACT RESISTANT QTY = 1 DESIGN LOAD JAMB = J1 ANCHOR = A2 WIND LOAD DESIGN LOAD +37.13 PSF < +80.00 PSF -40.39 PSF < -90.00 PSF NOA:14-0109.06 ZONE: - 4 24 1/8" M 00 MARK P (SF) 24 1/8- X 80 3/4" QTY = 2 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +40.10 PSF < +130.00 PSF -43.50 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 4 72 1/4" M co MARK T (SF) 72 1/4" X 83 1/4" QTY = 1 GLASS: CLEAR IMPACT RESISTANT GLASS TYPE B, ANCHOR = A3 JAMB = J1, MULL = M1 WIND LOAD DESIGN LOAD +36.95 PSF < +130.00 PSF -47.06 PSF < -130.00 PSF NOA:13-0122.05 ZONE: - 5 • •0 • 000 . 0. • 0000•. ••00 • • 0000 0000•• • • •• •• :60:0: • • 0 •• • FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............0.............................................................................................................................................EE ......................... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 O r� LL Z W � W z W LL .lei I W 6! ClIf".. LIrJ . o• T �y� � • Cn W •• J • rill •� Mi. !ice • (� `•�-' ^ • V W QT V = C� U W z � z IV CV C� LH Date: 06/20/2014 scale: 3/16' = 1' Revision: 10 28 2014 Revision: DRAWING N0. SHEET 5OF24 NOTE: FOR WIND LOADS AND DESIGN PRESSURES OF MULLIONS REFER TO SHEET 12 OF 24. ANCHOR TYPE B WnnnFN TIF REAM. MULLION TO TIE BEAM OPENING # 1 0000.. .00.00 ones e 0000 0000.. 00 00 ennenn e . FRANCISCO HERNANDEZ FLORIDA PE # 51393 0......00....0.. ................. ................ ............... ............... ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 171-1 00 O IY7 z LLI � W J tom} W • • 7 6LJ W ' +t!-- (!)• ne ry a-• 1.--0900 (nn •W co Q 0-) 2 C� U W z � z N U N Drawn Or. LH Date: 06/20/2014 scale: 3 e = 1' Revision: 10 28 2014 Revision: DRAWING N0. SHEET 6 OF 24 NOTE: FOR WIND LOADS AND DESIGN PRESSURES OF MULLIONS REFER TO SHEET 12 OF 24. ANCHOR TYPE B ANCHOR TYPE B MULLION TO MULLION MULLION TO TIE BEAM WnnflF-1\l TIF RFAKA ANCHOR TYPE A MULLION TO WOOD OPENING # 2 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................ ............... ................ ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 0 LL— � w w We w. .a- r... L,21 Q W Q � CD U w z � z N cV U Dry,,, or, LH Date: 06/20/2014 Scale: 3/16" = 1' Revision: 10/28/201 Revision: DRAWING N0. SHEET 7 OF 24 NOTE: FOR WIND LOADS AND DESIGN PRESSURES OF MULLIONS REFER TO SHEET 12 OF 24. ANCHOR TYPE B WnnnFN TIF RFAM. MULLION TO TIE BEAM ELEVATION 01wail1 jlml l FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................ ............... ................ ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 af 00 0 LL— z w w z w. w f . C L' J ' . a -os.. LLPJ . of - ..... w . . & L: a 0a • ..LD • � • Iv.- (0 . wz rn<C CD U W z � z N � CV Drown 6v LH Date: 06/20/2014 we: 3/16" = 1' Revision: 10/28/201 Revision: DIMING N0. SHEET 8 OF 24 NOTE: FOR WIND LOADS AND DESIGN PRESSURES OF MULLIONS REFER TO SHEET 12 OF 24. ANCHOR TYPE B MULLION TO TIE BEAM FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Moleah. Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 rill 00 Q ffD Lj-- V- 110 z w � w z :2 w LL - LL) u•o • CryLd Q w. of.� �. JO —.. z w Q rn cD U w z z N d - C. N Dram Br, LH Dote: 06/20/2014 Scale: 3/16" = 1' Revision: 10/28/201 Revision: DRAWING N0. SHEET 9 OF 24 NOTE: FOR WIND LOADS AND DESIGN PRESSURES OF MULLIONS REFER TO SHEET 12 OF 24. ANCHOR TYPE B ANCHOR TYPE B MULLION TO TIE BEAM MULLION TO TIE BEAM 9999. 90.00 9999 9999 9999. FRANCISCO HERNANDEZ FLORIDA PE # 51393 . 999............9 .. . .. . . .. . . .. . . . I ................ ................ ............... ................ ............... ................ ............... ................ ............... . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 ry 00 O I`0 LL � z w ro W � J L1 J Li Lel 99rev0p V) W w. 0 'ry 060 LrJ 90} 9 0 •-` ......w zb— = Q' U 9::D ..« J z w Q rn C� U w z � z N U Drawn Br: LH Date: 06/20/2014 Scale. 3/16" = 1, Revision: 10/28/201 Revision: DRAWING N0. SHEET 10 OF 24 NOTE: FOR WIND LOADS AND DESIGN PRESSURES OF MULLIONS REFER TO SHEET 12 OF 24. LLL V/A I IUIN OPENING # 6 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. ................ ............... ................ ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 Qf 00 0 LL c— z w r� w z :2 w LL LA w• 4. w .•...:(n • w • Q• z w (_0 ZD Q C� U w z � z N cV U oa.,n By. LH Date: 06/20/2014 scoie, 3/16* = 1' Revision: 10/28/201 Revision: DRAWING N0. SHEET 11 OF 24 WIND LOADS AND DESIGN PRESSURES OF MULLIONS OPENING # 1 MAX WIND LOAD IN OPENING# 1=- 53.70PSF AS PER NOA 14-0731.06 MULLION NUMBER MULLION SECTION MULLION LENGTH 'nBUTARY WIDTH MULLION DESIGN LOAD ANCHORI ANCHOR2 SUBSTRATE DESIGN SUBSTRATE DESIGN (TYPE) LOAD (TYPE) LOAD A 2" X 5" X 1/8" 831/4" 121/8" 150.0 PSF WOOD (B) 150.0 PSF CONCRETE (D) 150.0 PSF B 2" X 5" X 1/8" 831/4" 451/4" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF C 2" X 5" X 1/8" 831/4" 45 3/8" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF D 2" X 5" X 1/8" 831/4" 121/4" 150.0 PSF WOOD (B) 150.0 PSF CONCRETE (D) 150.0 PSF E 2" X 5" X 1/8" 21" 415/8" 150.0 PSF ALUM (B) 150.0 PSF ALUM B) 150.0 PSF F 2" X 5" X 1/8" 63 3/4" 415/8" 131.2 PSF ALUM (B) 92.0 PSF ALUM (B) 92.0 PSF G 2" X 5" X I/8" 20 3/4" 415/8" 150.0 PSF ALUM (B) 150.0 PSF ALUM (B) 150.0 PSF OPENING # 2 MAX WIND LOAD IN OPENING #2=-43.50PSF AS PER NOA 14-0731.06 MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARYMUWON WIDTH DESIGN LOAD ANCHORI ANCHOR2 SUBSTRATE DESIGN SUBSTRATE DESIGN (TYPE) LOAD (TYPE) LOAD H 2„ X 5 X 1/8" 831/4' 175/811 150.0 PSF WOOD (B) 150.0 PSF CONCRETE (D) 150.0 PSF I 2" X 5" X 1./8" 831/4" 501/8" 79.7 PSF WOOD (B) 63.2 PSF CONCRETE (D) 87.3 PSF 1 2" X 5" X 1/8" 313/4" 415/8" 150.0 PSF ALUM (B) 150.0 PSF ALUM (B) 150.0 PSF K 2" X 5" X 1/8" 63 3/4" 415/8" 131.2 PSF ALUM (B) 92.0 PSF WOOD (A) 46.0 PSF L 2" X 5" X 1/8" 20 3/4" 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD A) 89.0 PSF OPENING # 3 MAX WIND LOAD IN OPENING #3=-42.23PSF AS PER NOA 14-0731.06 MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARY WIDTH MULLION DESIGN LOAD ANCHORI ANCHOR2 SUBSTRATE DESIGN SUBSTRATE LOAD (TYPE) DESIGN LOAD (TYPE) M 2"X 5" X 1/8" 72" 371/4" 131.2 PSF WOOD (A) 46.0 PSF ALUM(B) 92.0 PSF N 2" X 5" X 1/8" 831/4" 415/8" 102.5 PSF WOOD (B) 81.3 PSF WOOD (B) 81.3 PSF OPENING #4 MAX WIND LOAD IN OPENING #4=-43.50PSF AS PER NOA 14-0731.06 MULLION NUMBER MULLION SECTION MULLION LENGTH 11BUTA]LOAD WIDTHDESIGN MULLION ANCHORI ANCHOR2 SUBSTRATE DESIGN SUBSTRATE DESIGN (TYPE) LOAD (TYPE) LOAD 0 2" X 5" X 1/8" 19 3/4" 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF P 2" X 5" X 1/8" 55 3/4" 415/8" 150.0 PSF WOOD (A) 58.9 PSF ALUM (B) 117.8 Q 2" X 5" X 1/8" 831/4" 58" 71.8 PSF WOOD (B) 56.9 PSF CONCRETE (D) 78.6 PSF R 2" X 5" X 1/8" 573/811 415/8" 150.0 PSF ALUM (B) 98.2 PSF WOOD (A) 58.9 PSF S 2" X 5" X 1/8" 193/4- 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF OPENING # 5 MAX WIND LOAD IN OPENING #5=-43.50 PSF AS PER NOA 14-0731.06 MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTARYMULLION WIDTH DESIGN LOAD ANCHORI ANCHOR2 SUBSTRATE DESIGN SUBSTRATE DESIGN (TYPE) LOAD (TYPE) LOAD T 2" X 5" X 1/8" 20 3/4" 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF U 2" X 5" X 1/8" 22 5/8" 415/8" 150.0 PSF WOOD (A) 89.0 PSF ALUM (B) 150.0 PSF V 2" X 5" X 1/8" 831/4" 451/4" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF W 2" X 5" X 1/8" 63 3/4" 415/8" 131.2 PSF ALUM (B) 92.0 PSF ALUM (B) 92.0 PSF X 2" X 5" X 1/8" 831/4" 45 7/8" 89.7 PSF WOOD (B) 71.1 PSF CONCRETE (D) 98.2 PSF Y 2" X 5" X 1/8" 26 3/4" 415/8" 150.0 PSF ALUM (B) 150.0 PSF WOOD (A) 89111 OPENING # 6 MAX WIND LOAD IN OPENING #6=-43.50 PSF AS PER NOA 14-0731.06 MULLION NUMBER MULLION SECTION MULLION LENGTH TIBUTAR WIDTH MULLION DESIGN LOAD ANCHORI ANCHOR2 SUBSTRATE DESIGN SUBSTRATE DESIGN (TYPE) LOAD (TYPE) LOAD ZA 2" X 5" X 1/8" 831/4" 19" 150.0 PSF WOOD (B) 150.0 PSF WOOD (B) 150.0 PSF ZB 2" X 5" X 1/8" 34" 415/8" 150.0 PSF ALUM (B) 150.0 PSF ALUM (B) 150.0 PSF ZD 2" X 5"X1/8" 19 3/4" 1 415/8" 150.0 PSF WOOD (A) 89.0 PSF WOOD (A) 89.0 PSF r • 9696 • ••9606• • •960• • 9696•• 9696•••• •. 9696 9696•••• 9696 • FRANCISCO HERNANDEZ FLORIDA PE # 51393 .............................. ................................ ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ................................ ............................... ................ ............... ................ ............... ................ ............... ................ .. Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9852 Fax:(305)828-5118 ry 00 O I� L L - z w rr) w z � w w • w • • • •w • n ry w• Lei o • • �• aL • Ld • • •• [] lose 0Q i-96-96 � • = Q • •� 6::D • � 9696•• •(n • 96�u z w co Q CY) C� U w z � z N N U Dr.n w LH Date: 06/20/2014 Scale: 3/16" = 1' Ron: 10/28/201 Revision: DRAWING NO. SHEET 12 OF 24 WALL END W1 E.T.R. 3 1/4" X 6" W000 EN BEAM OPENING # 7 138 NOTE: THE BEAMS AND COLUMNS SHOWN ON THIS PLAN ARE BASED ON THE INFORMATION PROVIDED BY THE GLAZING CONTRACTOR WHO FOUND 3° X 3" STEEL TUBE TIE COLUMNS AND WOODEN TIE BEAMS FRAMING THE OPENINGS OF THE EXISTING DOORS DURING THEIR REMOVAL SUCH FRAMES HAVE NOT BEEN VERIFIED BY THE ENGINEER OF RECORD OF THE GLAZING SYSTEM WHO HAS NOT EXECUTED EITHER A VISUAL EXAMINATION OR PHYSICAL VERIFICATION OF THE EXISTING STRUCTURE AT THE RESIDENCE. 3 1/4" X 6" WALL WOODEN END BEAM W5 /OPENING # 4 3 1/4- X 6" WOODEN BEAM M� OPENING # 3 1/4- X 6" WOODEN BEAM B5 3 1/4" X 6" WOODEN BEAM 136 OPENING # 3 FLOOR PLAN OPENING # 1 3" X 3" STEEL COLUMN 3 1/4- X 6" C1 WOODEN BEAM_ WALL 131 END W2 3 1/4- X 6" WALL WOODEN BEAM END 132 W3 H H 3 X 3 3" X 3" OPENING # 2 STEEL COLUMN STEEL C2 OPENING # 5/ NOTE: THE BEAMS AND COLUMNS SHOWN ON THIS PLAN ARE BASED ON THE INFORMATION PROVIDED BY THE GLAZING CONTRACTOR WHO FOUND 3° X 3" STEEL TUBE TIE COLUMNS AND WOODEN TIE BEAMS FRAMING THE OPENINGS OF THE EXISTING DOORS DURING THEIR REMOVAL SUCH FRAMES HAVE NOT BEEN VERIFIED BY THE ENGINEER OF RECORD OF THE GLAZING SYSTEM WHO HAS NOT EXECUTED EITHER A VISUAL EXAMINATION OR PHYSICAL VERIFICATION OF THE EXISTING STRUCTURE AT THE RESIDENCE. 3 1/4" X 6" WALL WOODEN END BEAM W5 /OPENING # 4 3 1/4- X 6" WOODEN BEAM M� OPENING # 3 1/4- X 6" WOODEN BEAM B5 3 1/4" X 6" WOODEN BEAM 136 OPENING # 3 FLOOR PLAN WALL END WALL END W4 W6 S.R. H H 3 X 3 H H 3 X 3 H H 3 X 3 H H 3 X 3 H HL 3 X STEEL STEEL STEEL STEEL WALL STEEL COLUMN COLUMN COLUMN COLUMN END COLUMN C3 C4 C5 C6 W7 C7 C8 NOTE: E.T.R. DENOTES EXISTING TO REMAIN. LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED. SCALE: N.T.S. WALL END W8 3" X 3" STEEL COLUMN LC 3 1/4- X 6" WOODEN BEAM 137 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................ ................ ............................... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Fry 00 lorida 33012 Ph: (305)384-9952 Fax:(305)828-5118 O � W r� z w rr) w z J 1:2i W W � � W itJ w• G) ir to LLJ LLJ � � Q z � z N U N Drown 8r. LH Date: 06/20/2014 Scole: N.T.S. Revision: 10/28/201 Revision: DRAWING N0. SHEET 130F24 EXISTI POI T( SU EXISTING 3 1/4' X 6" WOODEN BEAM ]STING CEILING STING 3" X 3" STEEL TUBE TIE COLUMN. VERTICAL SECTION OF EXISTING STRUCTURE. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... ............................... ............................... ............................... ............................... ...................I........... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 O r� r- r� z w � w � J w Lj— •W • Lij WCi)• t. ..O:f ) . W VJ•. . J (./) z W (.O Q to z � z N CV U Drawn R,,; LH Date: 06/20/2014 Scale: 6• = 1• Renton: 10/28/201 ReNaton: DRAWING N0. SHEET 14 OF 24 1.1 EXISTING OVERHANG EXISTING STUCCO AC11VE — EXISTING ELECTRIC POWER DUCT. TO REMAIN 2 1/2- X 2 3/4" P.T. WOOD CONTINUOUS ATTACHED TO EXISTING WOODEN TIE BEAM 1/4" 0 ULTRACON 0 6" STAGGERED (HORIZONTAL ANCHORS) 2" X 6" P.T. WOOD BUCK ATTACHED TO BOTTOM OF TIE BEAM EXTERIOR ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2" MIN. PENETRATION INTO WOOD. EXISTING 3 1/4" X 6- ........... WOODEN BEAM 1/4" 0 ULTRACON 0 12" (OVERHEAD VERTICAL ANCHORS) EXISTING CEILING INTERIOR 1/4" 6 ULTRACON 0 6" STAGGERED (VERTICAL ANCHORS) DETAIL NOTES: 1. THIS DETAIL IS VALID FOR BEAMS B1, B2 AND B6. 2. SEE BEAM LOCATIONS ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. VERTICAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO BEAM OF EXISTING STRUCTURE. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............... ............................... ............................... ............................... ............................... ................ ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 rill 00 O Li r— z W � W � � W I-I— W p U W W U) (_ .99• •- W ••• Q• p —.- .< �.: .O_. •0— j ... • Cp •�• U W z � z N cV U Drm,„ BY: LH Date: 06/20/2014 Scale: 6" = 1' Revision: 10/28/2014 Revision• DRAWING N0. SHEET 15 OF 24 EXISTING OVERHANG EXISTING STUCCO ACTIVE — EXISTING ELECTRIC POWER DUCT. TO REMAIN 2 1/2" X 2 3/4" P.T. WOOD CONTINUOUS ATTACHED TO EXISTING WODEN TIE BEAM 1/4" 0 ULTRACON ® 6" STAGGERED (HORIZONTAL ANCHORS) 1" X 6" P.T. WOOD BUCK ATTACHED TO BOTTOM OF TIE BEAM . 1. ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2" MIN. PENETRATION INTO WOOD. EXISTING 3 1/4' X 6" WOODEN BEAM �o f� Il+�lliLeZ�i�llll�[�7 INTERIOR 1/4" 0 ULTRACON ® 6" STAGGERED (VERTICAL ANCHORS) DETAIL NOTES: 1. THIS DETAIL IS VALID FOR BEAMS B3, B4 AND B5. 2. SEE BEAM LOCATIONS ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. VERTICAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO BEAM OF EXISTING STRUCTURE. 0000.. 000.00 0000 0000 0000.. a . 0000.. .00 00 0 imz&— FRANCISCO HERNANDEZ FLORIDA PE # 51393 dd 00.0........... ............... ............... ............................... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 0f 00 O Li z w � w z J = W Li - W � U C) W W aT. ry004 ...Gh 0 w �• <0 �•� Lam' =D : CO • Cn �• t W z � z NQ U cV Drawn W. LH Date: 06/20/2014 scale: 6° = 1' Revision: 10 28 2014 Revlon: DRAWING N0. SHEET 16 OF 24 0i EXISTING OVERHANG EXISTING STUCCO AC11VE — EXISTING ELECTRIC POWER DUCT. TO REMAIN 1 3/4" X 2 3/4" P.T. WOOD CONTINUOUS ATTACHED TO EXISTING WOODEN TIE BEAM 1/4" 0 ULTRACON @ 6" STAGGERED (HORIZONTAL ANCHORS) 1" X 5" P.T. WOOD BUCK ATTACHED TO BOTTOM OF TIE BEAM EXTERIOR ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2- MIN. PENETRATION INTO WOOD. INTERIOR 1/4" 0 ULTRACON @ 6" STAGGERED (VERTICAL ANCHORS) DETAIL NOTES: 1. THIS DETAIL IS VALID FOR BEAM B8. EXISTING 3 1/4" X 6" WOODEN BEAM EXISTING CEILING 2. SEE BEAM LOCATION ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. VERTICAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO BEAM OF EXISTING STRUCTURE. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ................ ............... ............... ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 O r� LL z w � w z W 0 U Cf) r .... O LLJQ o —. U Q— F-- ' V) _._J V).. 0-)' • W z � z N cV �,a•„ LH Date.. 06/20/2014 ale. 3/4" = 1' Revision: 10/28/201 Revision: DRAWING N0. SHEET 17 OF 24 . EXISTING OVERHANG EXISTING STUCCO ACTIVE — EXISTING ELECTRIC POWER DUCT. TO REMAIN 2 1/2" X 2 3/4" P.T. WOOD CONTINUOUS ATTACHED TO EXISTING WODEN TTE BEAM 1/4° 0 ULTRACON ® 6° STAGGERED (HORIZONTAL ANCHORS) EXTERIOR ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2° MIN. PENETRATION INTO WOOD. EXISTING 3 1/4- X 6 - WOODEN BEAM DETAIL NOTES: 1. THIS DETAIL IS VAUD FOR BEAM B7. 2. SEE BEAM LOCATION ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. VERTICAL SECTION - ATTACHMENT OF NEW WOOD BUCK TO BEAM OF EXISTING STRUCTURE. 0- NO N M a W, W, if v FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... ............................... .............. ............................... .............. I ............................... ............................... ............................... ........................ ............................... ............... ................ ................ ....... ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 O r7 z w � w LL- w o U (n Uj w w . �. Jv) _ . `C Q.. . no..� —. *so: ..� U w z � z N d - CV U LH Date: 06/20/2014 Scale. 6" = V Revision: 10/28/201 Revision: DRAWING N0. SHEET 18 OF 24 EXTERIOF 1/4" 0 ULTRACON @ 12° (HORIZONTAL ANCHORS) ANCHOR INSTALLATION NOTES: P.T. WOOD BUCK ATTACHED TO TIE COLUMN 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2b MIN. PENETRATION INTO WOOD AND 1 1/4• MIN. EMBEDMENT INTO CONCRETE. 2. ALL KWIK FLEX SELF DRILLING SCREWS THROUGH METAL SHALL HAVE MIN. 3 THREADS BEYOND THE SUBSTRATE. ;TING 3 1/4° X 6° WOODEN BEAM EXISTING CEILING (ISTING TOP PLATE " 0 KWIK FLEX ® 12• )RIZONTAL ANCHORS) 4G 3° X 3° STEEL TUBE TIE COLUMN VERTICAL SECTION - SIDE DETAIL OF ATTACHMENT OF NEW WOOD BUCKS TO COLUMNS OF EXISTING STRUCTURE. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. ................ ............... ............... ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 O r� L� r— w z � � w w w o W W w..Qs p.. ....� C/').. • W Cr • (n �•.0 W z � z N N C� r— Drm„ W. LH Date: 06/20/2014 Scale: 3/16" = 1' Revisaaon: 10/28/2014 Revision: DRAWING N0. SHEET 19 OF 24 1/4" 0 ULTRACON t (HORIZONTAL ANCH 2 1/2" X 3" P.T. WOOD CONTINUOUS ATTACHED TO EXISTING STEEL TIE COLUMN 1/4" 0 KWIK FLEX ® 6" STAGGERED (HORIZONTAL ANCHORS) 2" X 6" P.T. WOOD BUCK ATTACHED TO TIE COLUMN 1/4" 0 ULTRACON ®.� (HORIZONTAL ANCHORS) I A)" F 0 KWIK FLEX ® 12" aRIZONTAL ANCHORS) 2" X 6" P.T. WOOD BUCK ATTACHED TO TIE COLUMN EXISTING 3" X 3" STEEL TUBE TIE COLUMN 4" 0 KWIK FLEX @ 12" (HORIZONTAL ANCHORS) HORIZONTAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO COLUMNS OF EXISTING FRAME ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2" MIN. PENETRATION INTO WOOD. 2. ALL KWIK FLEX SELF DRILLING SCREWS THROUGH METAL SHALL HAVE MIN. 3 THREADS BEYOND THE SUBSTRATE. DETAIL NOTES: 1. THIS DETAIL IS VALID FOR COLUMNS C4, C5, C6, C7, C8 AND C9. 2. SEE COLUMN LOCATIONS ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. to-7-1— FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... ............................... ............... ............................... ............................... ............................... ............... ............................... ............... ............... Sunshine Vindows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 O LL �— r4-) zI,f Fr) Lil z J :2i LL] LL W p U (/) LtJ Lj %(�,.� LiJ .... J � p ry U C/). J .... :'�'LLJ .. U LI J z � z N CV U Doom Br. LH Date: 06/20/2014 scale: 3/16' = 1' Revision: 10/28,(201 Revision: DRAWING N0. SHEET 20 OF 24 1/4' 0 ULTRACON ® 12" (HORIZONTAL ANCHORS) 2 1/2" X 3" P.T. WOOD CONTINUOUS ATTACHED TO EXISTING STEEL TIE COLUMN 1/4" 0 KOK FLEX ® 6" STAGGERED (HORIZONTAL ANCHORS) 1" X 6" P.T. WOOD BUCK ATTACHED TO TIE COLUMN 1/4" 0 ULTRACON ® 12" (HORIZONTAL ANCHORS) C 4 M" 1 0 KOK FLEX ® 12" RIZONTAL ANCHORS) 2' X 6" P.T. WOOD BUCK ATTACHED TO TIE COLUMN EXISTING 3" X 3" STEEL TUBE TIE COLUMN 1/4" 0 KOK FLEX ® 12' (HORIZONTAL ANCHORS) HORIZONTAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO COLUMNS OF EXISTING FRAME ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2' MIN. PENETRATION INTO WOOD. 2. ALL KOK FLEX SELF DRILLING SCREWS THROUGH METAL SHALL HAVE MIN. 3 THREADS BEYOND THE SUBSTRATE. DETAIL NOTES: 1. THIS DETAIL IS VAUD FOR COLUMN C2. 2. SEE COLUMN LOCATION ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. .................. ................... ................... ..................... ...................... ........ ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... 1/4 (HC 2 1 /2" 3" I 1785 W. 33rd Place Hialeah, Florida 33012 xx x\\\\\ Fax:(305)828-5118 r1r, 00 O Li r- i lz� w —J V/ � 1(111A w 0 U (n w w cd • W Cf�• 1 0 KOK FLEX ® 12" RIZONTAL ANCHORS) 2' X 6" P.T. WOOD BUCK ATTACHED TO TIE COLUMN EXISTING 3" X 3" STEEL TUBE TIE COLUMN 1/4" 0 KOK FLEX ® 12' (HORIZONTAL ANCHORS) HORIZONTAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO COLUMNS OF EXISTING FRAME ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2' MIN. PENETRATION INTO WOOD. 2. ALL KOK FLEX SELF DRILLING SCREWS THROUGH METAL SHALL HAVE MIN. 3 THREADS BEYOND THE SUBSTRATE. DETAIL NOTES: 1. THIS DETAIL IS VAUD FOR COLUMN C2. 2. SEE COLUMN LOCATION ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. .................. ................... ................... ..................... ...................... ........ ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ................ ............... ............... ............... ................ ............... ................ ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 r1r, 00 O Li r- rr) w —J w Li w 0 U (n w w cd • W Cf�• J Q'� 01). �C7�U w ._ z � z N N Drawn Bi LH Date: 06/20/2014 Scale: 3/16" = V Revision. 10/28/201 Revision: DRAWING N0. SHEET 21 OF 24 1/4" 0 ULTRACON ® 12" (HORIZONTAL ANCHORS) 2 1/2" X 3" P.T. WOOD CONTINUOUS ATTACHED TO EXISTING STEEL TIE COLUMN 1/4" 0 KWIK FLEX ® 6" STAGGERED (HORIZONTAL ANCHORS) G i /n" V 0 KWIK FLEX @ 12" ORIZONTAL ANCHORS) 2" X 6" P.T. WOOD BUCK ATTACHED TO TIE COLUMN EXISTING 3" X 3" STEEL TUBE TIE COLUMN HORIZONTAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO COLUMNS OF EXISTING FRAME ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2" MIN. PENETRATION INTO WOOD. 2. ALL KWIK FLEX SELF DRILLING SCREWS THROUGH METAL SHALL HAVE MIN. 3 THREADS BEYOND THE SUBSTRATE. DETAIL NOTES: 1. THIS DETAIL IS VALID FOR COLUMNS C1 AND C3. 2. SEE COLUMN LOCATIONS ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. ON rllll� FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. .................. ................... ................... ..................... ...................... ........................ ......................... ............................... ............................... ............................... ............................... ............................... ............................... .............................. ..................... ............................... .. ............................. ............... ............................... 1/ (F 2 1/2" 3° I 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 O Li z w � w J W 0 V 0 KWIK FLEX @ 12" ORIZONTAL ANCHORS) 2" X 6" P.T. WOOD BUCK ATTACHED TO TIE COLUMN EXISTING 3" X 3" STEEL TUBE TIE COLUMN HORIZONTAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO COLUMNS OF EXISTING FRAME ANCHOR INSTALLATION NOTES: 1. ALL ULTRACON ANCHORS SHALL HAVE 1 1/2" MIN. PENETRATION INTO WOOD. 2. ALL KWIK FLEX SELF DRILLING SCREWS THROUGH METAL SHALL HAVE MIN. 3 THREADS BEYOND THE SUBSTRATE. DETAIL NOTES: 1. THIS DETAIL IS VALID FOR COLUMNS C1 AND C3. 2. SEE COLUMN LOCATIONS ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. ON rllll� FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. .................. ................... ................... ..................... ...................... ........................ ......................... ............................... ............................... ............................... ............................... ............................... ............................... .............................. ..................... ............................... .. ............................. ............... ............................... ................ ............... ................ ............... ................ ............... ................ I......... ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 O Li z w � w J W 0 U (fj W L -LJ Q.. J w •. • (f LLLLII •G— �• • • •�� U W z � z N N Drawn Or. LH Date: 06/20/2014 scale: 6" = 1 Revision: 10/28/201 Revision: DRAWING N0. SHEET 22 OF 24 INTERIOR 2" X 6" P.T. WOOD BU( ATTACHED TO MASONRY V (2) 1/4" 0 ILTRACON n 6" o (HORIZONTAL ANCHORS) EXISTING MASONRY WALL 7XTERIOR HORIZONTAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO EXISTING MASONRY WALL ANCHOR INSTALLATION NOTES: 1• ALL ULTRACON ANCHORS SHALL HAVE 1 1/2" MIN. PENETRATION INTO WOOD AND 1 1/4" MIN. EMBEDMENT INTO CONCRETE. DETAIL NOTES: 1. THIS DETAIL IS VAUD FOR WALL END W1. 2, SEE WALL END LOCATIONS ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. to 28~ I FRANCISCO HERNANDEZ FLORIDA PE # 51393 . ................ .................. ................... ................... ..... ...................... ........................ ............................... ............................... ... ............................. .. ............................ ............................... ............................... ............................... ............................... ............... ............................... ............................................. ................. ............................... ............................... ............................... ................ ............... ................ ............... ................ ............... ................ ............... ............... ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 O Li r— z w w z � w LL- w p (n W • • w .. LLof Ef . w Q• . _. . F:.. (n L�3 • �w� Q S!' w sem. �. <c •CD U w Z — � Z N d- CV C'� It - Dr,„„ er. LH Date: 06/20/2014 scab 6" = 1' Revision: 10/28/201 Region: DRAWING N0. SHEET 23 OF 24 EXISTING MASONRY AWIXIOMITIV 2° X 12°° P.T. WOOD BUCK ATTACHED TO MASONRY WALL 1/4" 0 ULII.f1VV1. JIAVVLI\LV (HORIZONTAL ANCHORS) HORIZONTAL SECTION - ATTACHMENT OF NEW WOOD BUCKS TO EXISTING MASONRY WALL ANCHOR INSTALLATION NOTES: 1• ALL ULTRACON ANCHORS SHALL HAVE 1 1/2° MIN. PENETRATION INTO WOOD AND 1 1/4" MIN. EMBEDMENT INTO MASONRY. DETAIL NOTES: ISTING DECORATIVE STONE INTERIOR 1. THIS DETAIL IS VALID FOR WALL END W2, W3, W4, W5, W6, W7 AND W8. 2. SEE WALL END LOCATIONS ON LOCATION PLAN OF EXISTING BEAMS AND COLUMNS AT OPENINGS TO BE REPLACED DRAWING. lc�—z8= t FRANCISCO HERNANDEZ FLORIDA PE # 51393 • • • • ............... ............... ................ ............... ................ ............... ................ ................ . ............... .................. ................... ................... ..................... ...................... ........................ ........................ ............... ............... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............... ............... ............................... ............... ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, FLij lorida 33012 Ph: (305)364-9952 Fax:(305)828-5118 � 00 O w w � Li z r� � w w o W W W � 6 C!) U W z--7>Dr. LH - z N U N Scale. 06/20/2014 .Tr{IuIO. 6" —11 Revrewn: 10/28/201 Revision: DRAWING N0. SHEET 24 OF 24