Loading...
WS-19-1421� wsavo6�q_,�.2i l Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-06-19-1421 jr Permit Type: Windows/Shutters (- } orclassification.- Windrow/Door Replacement Permit Status: Approved Issue Date:06/28/2019 l Expiration: 12/25/2019 Location Address Parcel Number 1158 NE 99 ST, Miami Shores, FL 33138 1132050180130 Contacts SUSAN PINNAS Owner SUSAN PINNAS Applicant 1158 NE 99 ST, MIAMI SHORES, FL 331382641 1158 NE 99 ST, MIAMI SHORES, FL 331382641 PRIMUS CONSTRUCTION SERVICES INC Contractor RAFIU ABIODUN JINADU 16536 NW 22 ST, PEMBROKE PINES, FL 33028 Business: 9548172132 Other:9548172132 Description: (9) windows & (3) doors NOAs Valuation: $ 9,200.00 Requests: Inspection 305-4949 Total Sq Feet: 695.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $2.00 Scanning Fee $9.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $248.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $248.00 Check # 701 06/28/2019 $198.00 Credit Card 06/20/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant June 28, 2019 Agent Date Page 2 of 2 TOMiami Shores Village `L';I 2 20 �P Building Department artment --. 100S0 N.E.2nd Avenue, Miami Shores, Florida 33139 V, Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. G ], " �Lo 3-6 PERMIT APPLICATION Sub Permit No. iels- BUILDING ELECTRIC ROOFING ❑ REVISION -Q EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION X SHOP c C c CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County Miami Dade Zin• Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Nam (Fee Simple Titleholder): S\,[J'�`f l r`/!�� Phone#: ads'�clQ7-• 13 ?.- Address: 12 FIG6 LP01, T� \Istk V G City: C-JD g4a� �-r—N9 L6 State: �7-` Zip: 7 ? t 3 3 Tenant/Lessee Name: Phone#: Email: n Q CONTRACTOR: Company Name: r Q t f �'uJ + Phone#:'x Address., yy 1453 b 4 W 9,ro--Zej City: ,, ) [ "leoye State: r " Zip Qualifier Name:, RA F "- Phone#: State Certification or Registration #X �L I S� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: SY R.4 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: l r4L,N%I. S 6 OiL IS 1 9-1 Specify color of color thru tile: Submittal Fee $ sb - I% Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBpR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ' (Revised02/24/2014) [� _—'`.J�=_-..a�.��rawV':r �•_�w -_ i-w�.-.w�...- _. �— _ ."._�____-- � �" � •.I 'I � �i�� NI , I'1j��1��`��. 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 $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. certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs v (7 oys after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a tnspe ton fee will be charged. IMIAM icSignature�T�`�''� or AGE CONTRACTOR The foregoing —instrument was acknowledged before me this 14--4- day of /t4c1, , 20 19 , by Ac,jaLO f-0tnc,,� , who is personally known to me or who has produced F( C/.VA .VS L. S2 as identification and who did take an oath. NOTARY PUBUC: The foregoing instrument was acknowledged before Jme this day of ✓Ll c✓'C 20 ! 4, , by 'T n S L , who is personally known to me or who has produced rtt,_Ie /, c-a- c-t as identification and who did take an oath. NOTARY PUBLIC: CS —_ Sign: Sign: Print: G Tvii2 Print •.,p Ue �, GABRIEL ANTONIO FLA UER DE LA TORRE �'•`�� Seal: MY COMMISSION # GG06415Seal: 1 APPROVED BY EXPIRES January 19, 2021 Plans Examiner Structural Review �H� Pub•.,,, RENE GONZALEZ JR. �• = Notary Public - State of Florida Commission * FF 954032 - 9._ rr`°•� u,, rnmm Eroires Feb 15, 2020 Zoning Clerk (RevisedO2/24/2014) — ,4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 0 Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: — Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETROFIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:11/17/2014 U�? 4UN.%i(- 1Z P, Y: DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIA.MI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 2590 F (786) 315-2599 www.miamidade.Qov/economy Sunshine Windows Manufacturing, Inc. BUILDING 1745 W. 33' Place REVIEW Hialeah FL 33012 APPROVED SCOPE: DAT This NOA is being issued under the applicable n es and reg the use of construction m . e documentation submitted has been reviewed and accepted by Miami -Dade County RE - o 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) andr'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. REP. 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 ofthe 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 "2011" Aluminum French Door w/wo Reinforced Sidelites-L.M-L APPROVAL DOCLIIIE—NT: Drawing No: FD01-15 Revl . titled "Series 2011 Aluminum French Door w/ Sidelites (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last revised on 12-15-17, signed and sealed by Francisco Hernandez, 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. >` iss LE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Sheet 6 for Design Pressures based on cluster anchors at Head or sill in Cone. / Metal or Wood substrates per sheet 4 and sheet 5, applicable to all configurations in sheets 2 and 3. 2. Full length steel reinforcement (item #32) required at sidelites. -%Nrhen door, is used w/mullion (item 413). 3. Flush bolt locking option require interior toprbottom Flush bolts at active and inactive door leaf The Regent 3- point Mortise lock w/deadbott mechanism option to be at active door leaf LABELLNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 'M11 occur after the expiration date or if there has been a revision or change in the materials, use; andior 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 NO A . Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0929.11 and consists of this page 1 and evidence pages E- l & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Lshaq I. Chanda, P.E. NOA No. 17-1226.12 WMIAMMADE COUNTY ¢ ~"� Expiration Date: September 01 , 2021 $ Approval Date: February 22, 2018 Pave l F Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die dra-NNrings and sections 2. Drawing No: FD01-15, titled "Series 2011 Aluminum French Door w/ Sidelites (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last reNrised on 07-27-16, signed and sealed by Francisco Hernandez, 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, per FBC 2411 3.2.1. TAS 202-94 along u-ith marked -up drab irgs and installation diagrams of OXXO Alum French doors w-/Sidelites, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7832 dated 08/19/15. signed and sealed by Idalmis Ortega, P. E. Vote: TILs test report has an addendum letter dated June 09, 2016, issued by Fenestration Testing lab. C. CALCU.LATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014, dated 09/02/15, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w-/ AS1 ME-i 300-02, -04 & -09. D. QUALITY ASSURANCE 1. ?Miami Dade Department of -Regulatory and Economic Resources (.RER). E. MATERLAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours &. Co.) for the "SentryGlas(9 (Clear _and `.White) Glass Interlayers", expiring on 07,'0+!18. F. STATEMENTS 1. Statement letter of conformance to FBC 20I45" Edition) and letter of no financial interest, both dated SEP 201, 2015, prepared; signed and sealed by Francisco Hernandez, P.E. 2. Lab compliance as part ofthe above referenced test report. G. OTHER 1. Test proposal dated 08/04/14, approved by Jaime D. Gascon, P.E. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.12 Expiration Date: September 01. 2021 Approval Date: February 22, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No: FDOI-15 RevI. titled "Series 2011 Aluminum French Door w/ Sidelites (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last revised on 12-16-17, signed and sealed by Francisco Hernandez, P.E. Note: This revision consists of editorial FBC 2017 code related notes only. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. NIATERI AL CERTIFICATIONS 1. None E. STATENIENTS 1. Statement letter of conformance to FBC 2017 (611 Edition) dated 10/23/17, prepared, signed and sealed by Francisco Hernandez, P.E. 2. E-mail Statement letter of ek.tent of D'WG revision dated FEB 09, 2018, prepared, signed and sealed by Noel Martinez, Manager, Sun Shine Window Mfg. Inc. F. OTHER 1. This NOA reiises NOA # 15-0929.1L e-piring 09,/01/21. Ishaq E Chanda, P.E. Product Control Examiner NOA No. 17-1226.12 Expiration Date: September 01, 2021 Approval Date: February 22, 2018 E-2 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- SHUTTERS ARE NOT REQUIRED. 3.- REFERENCE TEST REPORT FTL-7832 DATED ON 08/19/2015. 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 4 OF 26, CLUSTERS DETAILS ON SHEET 5 OF 26 AND TYPICAL SECTIONS ON SHEETS 17 THRU 26. 5.- WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE SOUTHERN YELLOW PINE G = 0.55 OR GREATER DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 7.- CONCRETE (AT HEAD AND THRESHOLD) / FILLED MASONRY STRUCTURE (AT JAMBS) FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3515 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 8.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NOT BE LESS THAN 1/8" THICK. STEEL SHALL BE Fy = 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 9•- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC. DOORS SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC. 12.- COLONIAL FALSE MUNTINS CAN BE SURFACE APPLIED. 13.- SEE CORNERS DETAILS ON SHEET 26 OF 26. 14.- FOR 1/4" SHIM SPACE AT THRESHOLD USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. INDEX OF DRAWINGS: 1 OF 26 .- GENERAL NOTES AND INDEX OF DRAWINGS. Sunshine Windows 2 OF 26 .- DOUBLE OUTSWING DOOR ELEVATIONS. 3 OF 26 .- SINGLE OUTSWING DOOR ELEVATIONS. f�OftU(UCIUtI1I Inc. 9' 4 OF 26 .- ANCHOR DISTRIBUTION. 5 OF 26 .- CLUSTER DETAILS. 1745 W. 33m Place F)364 larida 33ois 6 OF 26 .- DESIGN PRESSURES CHARTS. Ph: (3 9952 Ph: (J05)384-5118 7 OF 26 .- VERTICAL SECTIONS A, B, C AND D. �a•:(Jo5)aza-s�ia 8 OF 26 .- VERTICAL SECTIONS C AND D1. 9 OF 26 .- HORIZONTAL SECTIONS E AND F. 10 OF 26 .- HORIZONTAL SECTION G. E- 11 OF 26 .- HORIZONTAL SECTION G2. Z 12 OF 26 .- HORIZONTAL SECTIONS F1 AND El. C/) 13 OF 26 .- HORIZONTAL SECTIONS H AND H1. E 14 OF 26 .- HORIZONTAL SECTIONS G1 AND E1. (n 15 OF 26 .- HORIZONTAL SECTIONS H AND J. W 16 OF 26 .- HORIZONTAL SECTIONS H AND J1. 17 OF 26 .- EXTRUSIONS. 18 OF 26 .- MATERIAL LIST AND GLAZING DETAILS. 19 OF 26 .- DOOR FRAME HEAD INSTALLATION DETAILS. Vd' 20 OF 26 SIDELITE HEAD INSTALLATION DETAILS. .- 21 OF 26 .- DOOR FRAME JAMB INSTALLATION DETAILS. 22 OF 26 .- SIDELITE JAMB INSTALLATION DETAILS. a Q 23 OF 26 .- DOOR FRAME STANDARD THRESHOLD INSTALLATION DETAILS. a 24 OF 26 .- DOOR FRAME HANDICAP THRESHOLD INSTALLATION DETAILS. 25 OF 26 .- SIDELITE SILL INSTALLATION DETAILS. O 26 OF 26 .- CORNERS DETAILS. Q W U W C7 j"MDUC f AEYI[W.O r oaeplyleg x16 th, Fb.w. lawding Cods A—pl... NoI 1.Z(, • 1 2. E'pirrlw Dmee,�(. n / z bye�'1�.17Pnatuc. C�iwwi � o z � F � W AQ 0 GENERAL NOTES AND INDEX OF DRAWINGS THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED •''V\CFNSC'•.�� iz. No. 51393 At •r A �jIY-i Ir DRAWING No. TArI- OF �tc�. FDO 1 —15 "I" I SS. \� �OiVAL F���� DATE:05/17/16 SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE j% 51393 SHEET 1 OF 26 C) D.Lb. D.LO. HEIGHT - FRAME HEIGHT - 15 1/8- DLO. WIDTH (PANEL) - PANEL WIDTH - 11 1/2' D.LO. WIDTH (SI)ELIFE) - MAR. SIDELITE FRAME WIDTH - 13 1/8- 174 1/2' MAX. FRAME WIDTH FLUSH BOLTS (B INTER" SIDE) rL1 / JS 9/I6' / M . D.L. -MAX. O.L.O. M. D.L.O. F) E1 / MM BOLT o ✓ ii HNALE LEVER fo\ nYn11 :' (R) FI I.IHBOLT51 RFRAME AIM. MAX. SIDELITE6FRAME WIDTH f ~ M• DOOR WIDTH SOCL1TE FRAME WIDTH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDE.LFI'ES (WITH FLUSH BOLT OPTION) 174 1/2' MAX. FRAME WIDTH n FLUSH Bo,=r Cc (A) I INACTIVE PAHEI / TIVE PANELI \ 26 15/16- 35 9/16' M. D.LA. / E1 ( / �`\ V fP/�f1 � s u I siI 8 do RUSH B01.T9 (SPAN")._ �D D1 D (� 3 POINT MORTISE LOU 1 BOLTS ENGAGEMPWr ROD_ FLUSH BOLTS �l \:J /,(FLUSH / I (O M1ER" SIDE) jC\ (O INfER10R SK1E)� / L 715/16- b LEPER WIULE a\ D D1 FLUSH BOLiS I— 78_ R2IERIOIfS16ET EX 11iRIOR ELEVATION DOIJ BLE, OUTS W ING DOOR (WITH FLUSH BOLT OPTION) FLUSH BOLTS /9 -n l \ 28 15/16' / / / LIM.\.LO. / © \ H M USH BOLTS o (ON BOTH PAN(IS) / D1 D 40 75- VFLUSH BOLTS 48• I 7B' FW511 BOL75 M. SIBELRE FRAME WIOM M. DOOR iRME WIDTH M. SIDEUTE FRAME WIDTH INTERIOR ELEVAIION KIERII •V DOUBLE OUTSWING MOR W/SIDELII-ES DOIJBLE:OUTSWING IXX)R (WITH FLUSH BOLT OPTION) (WITH RUSH BOLT OPTION) THIS PRODUCT IS IMPACT RESISTANT DOUBLE OUTSWING DOOR SHUTTERS ARE NOT REQUIRED ELEVATIONS / / \2615/18- MM . D.L.O. I / 3 POINT\ (OPTK]NAL) 3 D D1 I3. r MORTISE n II [.. MCACEM 11- -DOOR FRAME WIDM- EX'1'E.RIOR ELEVATION D(X I BLE OUT'S W ING D(X)R (WITH 3 POINT MORTISE LOCK OPTION)l 3 POINT MORTISE LOCK .. ENGAGEMENT AM, Manufacturing, Inc. 1745 W. 33rd Roca tw-h' n; do 33012 Ph: (305)364-9952 F..:(305)825-5116 W Q � a � W A xU 1�4 �0/•� 0 �x4 U z w R(=--N—w ' /.H1 3 POINT MORTISE�9SE)cq V O /\` zVV) w LJ�PK NT MOARSES' w (RMCiNE ENEtQN_Uol_1_ PANEL M" 76' 1 l I I( 7 M. tlooR FRAME wroM GO HEFT ((//// n \� INFERIOR ELE,VAiy L\GENSE''�20 o F� DOUBLEOUT'SWIILY+ .' (WIN 3 POWT MORTISE LscK No. 51393 • ° z P{2()GIIC(RF.Yi':F:f7 w cwnplyiaK wH4 TWe FbFGh I r]_+„{F�y 1"'TarJ DRAWING No. FD01-15 fFwhtinq ('FN)r I AWepTWRce Nr.l (226•l2_ Q ATE OF i�'i. F/ORIU r`. •' DATE: 05/17/16 H.plrWd" Doti, ,kUL G\�,� ///q NAL � , *' SCALE: N.T.S. FRANCI�ebl NEWX4NDEZ SHEET 2 OF 26 PFdec4 i41RAFd FLORICA PE # 51393 nl MA D.L.O. DA.O. HEKIHT - FRAME WIGHT - 15 1/0- D.L.O. WIDTH (PANEL) - PANEL WIDTH - 11 1/2- DA-0. WIDTH (SVELrrE) - MAX. SXRIRE FRAME WIDTH - 13 1/8- 138 1/2' MAX. "AM WIDTH -. PLUSH BUT -- (A. (-) (O INTERIOR SIDE) �A AI.IIVE P _ 28 13/16-/ 35 9/16' `1iAx. tiro. (GI C� - MAX.`DT.oE1 / DEAD BOLT O a D D) \ --L FLUSH BOLT / (O INTERIOR SIDE) L-7 /8' 42' SID w FRAME WIDT MAX. DOUR MAX, VOEUTE FRAME WIDTH FRAME WIDTH EXTERIOR ELEVATION SINGLE 0U7•SWI NG DOOR W/SIDELFPES (WITH FLUSH BOLT OPTION) 138 7/I6- MAL FRAME WIDTH E it J MAX. MAX DOOR --I--' I MAX. DOOR I___ — 42 MAN. SN](UTE FRAME WIDTH FRAME WIDTH MAX. SIOELITE F7WAE MOTH FRAME WIDTH INTERIOR ELEVATION INTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELITES SINGLE OUTSWING DOOR (WITH RUSH BOLT OPTION) (WRH RUSH BOLT OPTION) \28 13/16' 35 9/16' MO. D.L O. MAX, O.LO. G1 \ m OJ V — FLUSH BOLTS (BI) THIS PRODUCT IS IMPACT RESISTANT SHUTTFRS ARE NOT REQUIRED I- 42' --I MAL DOOR FRAME W87TH EXTERIOR ELEVATION SINGLE OI III SWING DOOR (WITH FLUSH BOLT OPTION) SINGLE OUTSWING DOOR ELEVATIONS 3 POINT MORRSE LOCK ENGAGEMENT ROD. Nib ] POINT MORTISE LOCK 42' �NGCEMEM ROD. MAX. ODOR FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR (WITH 3 POW MORTISE LOCK OPTION) 3 POINT MORTISE LOCK ENGAGEMENT ROD. 28 13/16- MAX. D.L.O. J) \ H NT b o Manufacturing, Inc 1745 W. 33Td Pl— Hbleah• Florida 33012 Ph: (305)364-9952 F—(305)828-5118 / O / OV O / K o W 0 0 V) m 3 POM MORTISE I [sue 4 ENGAGEMENT ROO. LOCK /�- 42' .._._I K it Ia. FRA.AIE WIDE G0In IN7ERIORE.LrV',Xi't��q,\S..• •-• •.�1�/,� SINGLEOUTSWI'S� �1GENSF ' .?O a N (WITH 3 POINT MORTSE ) •. (t\ O 1 No�.�•�51393 � z ...,. j-. -rf- DRAWING No. W(ODUCf REV164W ; (2 - 15- I FDOl-15 AP "A.pjyb C. Mh the Fww. ��O'•., sTATr_or- tv: w,a�pnPcr No_([^/�16•t_- ��s G '// S�OIVAL DATE: OS/17/16 Y.y1rW4iA+hte_,xl„yJ._ ���•\\ SCALE: N.T.S. FRANCiS�d141LI2�ANDE2 P mlan N •hA�.N FLORIDA PE 51393 SHEET 3 Of 26 174 1/2• FRAME WIDTH J• MA% SEE HEAD/T1IRFSFgLD SEE NFAD/T/IRESHDID -SEE HUD/iNRE5H0LD SEE HE �- C0161ER CLUSTER DETAILS /STRAOAI FND CLUSTER SSEND CLUSTER 3 AND 3A ON SHEEF 5 OF 28 DETAIIS I AND IA ON DETAILS 2 N4D 7A ON SHEET 5 OF 26 SHEET 5 OF 26 CORNEF 3 N40 ^� \UJ I t 48* _—IM4%. �I MAX. SUM FRAME WIDTH MAIL DOORFRAMEWIDTH SDELIIE FRAME WDTH E.TrI::RIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELFT'F.S 138 1/2• �_....._.. MAX. FRAME WIDTH J• M1M SEE HEAD/THRESHOLD SEE HEAD/RIRESFDLD END ttUSTFA SEC UR ' IU�TNSSTER _ SIDEUTE END CWSTER DETAILS 2 AND ]A� SIDELITE DETAILS 2 AND 2A ON 3 AND SA ON SN SHEET 5 OF 28 ^^IIIlllllllll SNEE? S OF 26 _ T (P MAX. FRAME WIDTH 3• MA% SEE 11FA0/TNRESHOLD SEE HEAD/THRESHOLD I ....... �. ..... Sunshine Windows CORNER ON 3 AND 3A ON SHEET 5,OF 1°S END ttU5'TER CORNER CLUSTER DETAILS 26 5 OF 26 SFIEET 51� 26 e Manu(octuring, Inc. 1745 W. 33Fd PIx6 Hb16°h, Fwft 33012 / \ I FM: (305)364-9952 / \ I F..:(305)828-5118 Cn / V) F \ / U W EXTERIOR ELEVATION l 4 a DOUBLE OUTSWING DOOR C/) V) LFt�] MAX. FRAME WIDTH r�r f+�+ J• MAX SEE HFAD/T�HRESHOLD� Z w . - I 3 AND 3A ON SHEET 5 Or 26 0 w I a D.L.O. /� D.L.O. NEWRR -FRAME F,EIDFtT - 15 1/8• / D.L.O. WIDTH (PANEL) - PANEL WIDTH - 11 1/2- g S 0 v IT LO. WIDTH (SMITE) - MAX. SOEUTE FRAME WIDTH - 13 1/8' L2 Q \ \ z z V1 VF 42 46• 46•_._-__I __ .EXITRIORELEVATION OWR SINGLE OU]'SWING DOOR MiRNiE WIDTH MA%. SMOTE FP/ME M01N MNf. SIDE FRAME WIO1H .. No. 51393 EXTERIOR ELEVATION = '* - DRAINING ND. SINGLE OIfPSWING DOOR W/SIDELITES ft-01 r wilhgh� E ""'"6Re bz._.(S_4 :�0 % Tr:oF ` FD01-15 THIS PRODUCT IS IMPACT RESISTANT ANCHOR DISTRIBUTION ELEVATIONS d.�4Y1�`F nWF�pinceN6 t226jl- ��, %, ��� F(OR1O► •' DATE: OS/17/t6 SHUTTERS ARE NOT REQUIRED SCALE: N.T.S. f ' UR `w FRANCIS/Gld IM{EIRNDEZ SHEET 4 OF 26 IF6i6aC66F1667 FLORIDA PE # 51393 CLUSTER OF 5 CENTER UNE. CLUSTER OF 6 ULTRACON IN CONCRETE 5/16" ULTRACON - CONCRETE OR 1 OR /4"-20 DRIL-FLEX GR 5 OR 1/4"-20 DRILFLEX GR 5 SELF DRILLING SCREWS IN METAL SELF DRILLING SCREWS IN METAL CLUSTER DETAIL 1 (5 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END CLUSTER DETAIL 1 A (7 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END CLUSTER DETAIL 2 ((i ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT SIDELITE END/MULLION/DOOR CONNECTION CENTER LINE. CLUSTER OF 7 5/16" ULTRACON IN WOOD 3 1/2. 3 1/2' 3 1/2" 5 1/2" 3 1/2' 3 1/2' 3 1/2' 1hI- 1 ht _1 NOTE: 1.- SEE SHEETS 19 THROUGH 25 FOR INSTALLATION DETAILS. CLUSTER DETAIL 2A (8 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT SIDELITE END/MULLION/DOOR CONNECTION CLUSTER OF 2 5/16- ULTRACON IN CONCRETE OR 1/4'-20 DRIL-FLEX GR 5 CLUSTER DETAIL 3 (2 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDELITE CORNERS CLUSTER OF 8 16" ULTRACON IN WOOD CLUSTER ANCHORSSHALL BE AS FOLLOWS: — 5/16" a ULTRACON BY ELCO (Fu - 188 KSI, Fy - 155 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE AND 3 1/8" MIN. EDGE DISTANCE. - 5/16" 0 ULTRACON BY ELCO (Fu - 188 KSI, Fy - 155 KSI) WITH 1 7/8" MIN. PENETRATION INTO WOOD AND 1 1/4" MIN. EDGE DISTANCE. - 1/4" • KWIK-FLEX OR 1/4"-20 DRIL-FLEX GR 5 (Fy a 160 KSI MIN.) SELF DRILLING SCREWS THROUGH METAL, MIN. 3 THREADS BEYOND SUBSTRATE HEAD AND THRESHOLD ASTRAGAL/SIDELITE END CLUSTER DETAILS CLUSTER OF 2 5/18" ULTRACON IN WOOD CLUSTER DETAIL 3A (2 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDELITE CORNERS NRODUC F DE.Vf6RD I. wrPtykg wily r4 fLwida krWinx QN4 „ ,. il Aarenlorr Ne f.+Mr4tMr peer t t 1 i 11,.?R.44 Yn441a cwt 1lanufactu(ing, Inc. 1745 W. 33rd Place Hlalrah, Fbrida 33012 Ph: (305)364-9952 Fa (305)828-5116 W n J O gL UZ O O w 0 0 to N C U Ir L S(ERN ff'NO'.'51'3*93 i Qf DRAWING No. FDO1-15 •,TATE OF <U DATE:05/17/16 FRANCISCd I�EIRNANDEZ SCALE: N.T.S. r SHEET 5 OF 26 FLORIDA PE iY 51393 F WIND LOAD A.S.1). PAC.I'OR N0'IT: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN (A.S.D.). WIND LOADS CALCULATED BASED DESIGN PRESSURES .. UPON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 ARE PERMITTED TO BE MULTIPLIED BY 0.8 TO CONVERT TO A.S.D AND CAN BE COMPARED TO THE A.S.D. CHARTS. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plod HlaNah, FbrMa 3M12 Ph: (305)364-9952 Fox:(305)828-5118 F Q� iH p ^yO L.] 0 Z w W Q r•� W n 0 NOTE 1 DOORS REQUIRING EGRESS a N U Z O F W (FULL USER PASSAGE) SHALL I COMPLY WITH THE REQUIREMENTS OF NOTE NO. 11 ON SHEET I OF 26. '11L 11111 r11 �QtQS No. 51393 zz zz F �u g N DRAWING No. FD01-15 DATE:09/O6/15 SCALE: N.T.S. DESIGN PRESSURES CHARTS �•',• trpY�y'}�S 6e -Lg- [t PRODUCE YEYIBBD Q. I STATE OF .• huldlni�W4w" UM FICA& %f� I'.F<OHIOr'. •''G\\ \51� \ IS 1111I E 1 A AL L • , � •a•'� FRANCISCO HERNANDEZ SHEET 6 OF 26 Mil Mir CruL1 FLORIDA PE 111 51393 CfIAR'[' DESIGN PRESSURES FOR S/IB" OIA. UL7RACON ANCHOR CLUSTERS INSTALLED IN CONCRETE OR I/4' KWIK FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS CLUSTERS INSTALLED IN METAL AT HEAD AND THRESHOLD OF SIDELITE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SIOELRE CORNERS, AND ASTRAGAL ENO. SEE SHEET 5 OF 28 FOR DETAILS) DOOR MAXIMUM AND SIDELITE WIDTH DOOR SIDELITE WITHOUT WHEN SIDEUTES WITH PANEL FRAME SIDELITES ARE USED AT SIDELITES WIDTH HEIGHT THE SIDES OF POS. NEG. POS. NEC. (NOMINAL) (NOMINAL) THE DOOR 48' 80.00 80.00 SINGLE (42) DOUBLE (78') 80.00 80.00 42' 80.00 80.00 38" 80.00 80.00 108' }p' 80.00 80.00 48' 80.00 80.00 SINGLE (30') 42' 80.00 80.00 DOUBLE (80') SEE NOTE 1 80.00 80.00 36' 80.00 80.00 }p' 80.00 80.00 48' 80.00 80.00 SINGLE (42') DOUBLE (7B") 80.00 80.00 42' 80.00 80.00 38' 80.00 80.00 98" W. 80.00 80.00 48• 80.00 80.00 SINGLE (J(1") DOUBLE (BO') 80.00 80.00 44• 80.00 80.00 yg• 80,00 80.00 SEE NOTE 1 yp• 80.00 80.00 48^ 80.00 80.00 SINGLE (42' DOUBLE (78") 80.00 80.00 80.00 80.00 p4E2" 80.00 80.000• B2' 80.00 80.00 48• 80.00 80.00 594CLE (307 DOUBLE (B07 80.00 80.00 42' 80.00 80.00 3g' 80.00 80.00 SEE NOTE 1 30' aD.00 Bo.00 llI;SIGN PRESSURES CHART DESIGN PRESSURES FOR 3/16' DIA. ULTRACON ANCHOR CLUSTERS INSTALLED IN W000 AT HEAD AND THRESHOLD OF SIDELITE ENO/MULLION/DOOR CONNECTIONS, DOOR AND/OR SIDELITE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 28 FOR DETAILS) MAXIMUM DOOR SIDELITE WIDTH DOOR AND WITHOUT WHEN SIDELITES WITH LEAF SIDELITE ARE USED AT SIDELITES WIDTH HEIGHT THE SIDES OF POS. NEG. (NOMINAL) (NOMINAL) THE DOOR 48` 78.9778.97 SINGLE (42')42" DOUBLE (78') 78.97 78.97 J6' 78.97 78.97 108' 30' 78.97 78.97 48" 80.00 80.00 SINGLE (30") 42' B0.00 80.00 DOUBLE (60') SEE NOTE 1 80.00 80.00 36' 80.00 80.00 30' 80.00 80.00 4B• 80.00 80.00 SINGLE (42') DOUBLE (78') 80.00 80.00 42" 80.00 80.00 36' 80.00 80.00 96' yp' 80.00 80.00 48• 80.00 80.00 SINGLE (30") 42• 80.00 80.00 DOUBLE (607 80.00 BO.00 yg• 80.00 80.00 SEE NOTE 1 JO' 80.00 80.00 ,IB^ B0.00 80.00 SINGLE (42') DOUBLE 78' ( ) ��� 80.00 42' 80.00 80.00 36" 80.00 80.00 82" yp• 80.00 BO.00 48" 80.00 B0.00 SINGLE (30') 42• 80.00 80.00 DOUBLE (BO'� B0.00 80.00 J6' 80.00 80.00 SEE NOTE 1 yp• eo.00 eo.00 1 CAS EXTERIOR B %1 SIDELITE PANEL NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 INTERIOR ( c EXTERIOR VERTICAL SECTIONS ITI:: GLAZING DETAILS SHEET 16 OF 26 DOOR PANEL WITH STANDARDTIERF.SIIOLD (WATER RATED) rIwDUC r REvm" v ae.Pima wiM1 L4e F7wi& t 21• 17_ Aayteece N. �� I .( U 111tr1'. i�,M v of Rr�et c...a.t ®® Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place F W-h, Florida 3M12 Ph: (305)364-9952 Fox:(305)828-5118 E-+ CIO) z Ln E En N QC/] G7 w U w C7 o a v o z 0 r= 04 w z O K N m o: 4 tt\\11111111jL, HE No. 51353' t- o z - 7E * Of `•. DRAWING No. O ST.ATE OF <(/"�: FDO 1-15 �.` DATE:05/17/16 III SCALE:1/2" FRANCISCO HERNANDEZ FLORIDA PE N 51393 SHEET 7 Or 26 EXTERIOR o CDl) INTERIOR I HANDICAP THRESHOLD SHALL NOT BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. f DOOR PANEL WITH HANDICAP TIIRF,SHOLD (OPTIONAL) NOTE: A.D.A COMPLIANT. SEE GLAZING DETAILS ON SHEET 18 OF 26 VERTICAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd PW W.J.oh, Mid. 33012 Ph: (305)384-9952 FnX:(305)828-5118 ' 1,111111111 s ¢ U Lo ••H�RN C�Gi•LIGENSF'. � No, 51393 Z * rt �7J (2 -(S f Ur: DRAWING No. v4WDUC P 29vW" MplYeLwitbWeFniiR eAeece R\ .•G\\ \ -15 B.Min Cee pecc Ne I �7 ►:epFrNiM Dete_1,} i�i5I/.00OTFN (GN `�� '/I �, �VAL111�\ DATE: 09/06/15 1 SCALE: 1 2" n 1' �•'` sa.wli�& 1ed-dCe.wl FRANCISCO HERNANDEZ FLORIDA PE if 51393 SHEET 8 OF 26 Sunshine Windows DOOR FRAME WIDTH Monufacturing, Inc. .. ........ - . ...... t 0 6" FROM TOP AND BOTTOM. INTERMEDIATE 1745 W. 33rd Plo.. Hl.'-h, Florid. 33012 Ph: (305)354-9952 3 0 24" MAX. Fo.:(305)828-51 18 2 IN'1'1-'RIOR (2 25) 2� P OR OR 5 MATCH LINE 7 7 17 U 0 U(D U 1 29 26 (22J 44 26 lI/—32 6 (D 30 Z -- ® 6" FROM TOP AND j BOTTOM. INTERMEDIATE 0 24" MAX. I SIDELITE WIDTH DOOR WIDTH 1/4" CL :1 0 Z EXTERIOR 0 E- E (� F (� oW N(YFE: SEE GLAZING DETAILS ON SHEET 18 OF 26 HORIZONTAL SECTIONS �j No. 51393 DRAWING No. —S IS � 12LC j��,Qf -RODUC f IAEVIRIFU the — W. - STATE OF 411 FDOl-15 k­ooi.g Cade OR. y �8/0 DATE: 09/06/15 FOR INSTALLATION PURPOSE SEE SHEE;TS 19 THRU�51 ANALNAk- I%"\ FRANCISCO IHIER NDEZ SCALE: 1/2"=I" [SHE:ET79i =OF26 FLORIDA PE # 1393 MATCH LINE DOOR WIDTH FLUSH BOLTS AT TOP AND BOTTOM. ,\ (SEE FLUSH BOLTS OPERATOR POSITION \) A OR 18 1 C) \ ON SHEETS 2 AND 3 OF 26.) 1) �21 IN'I'ER10R �\0R No m: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19'CHRU 25 PANEL I ACTIVE INPANELE _ L-- DEAD BOLT AND LEVER HANDLE. - (SEE DEAD BOLT AND LEVER HANDLE - POSITION ON SHEET 2 OF 26.) CG) EXTF,RIOR HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH FLUSH BOLT OPTION) omouc f Rrvilf v .—plylwil wNk lbe Fief W, 1 wdlap Cede Aoerpteace N9 F.rplrxtlew ale L, )I lzL A : wa�:o+ea Cr�il,F 1 1 . - :-:......... .... Sunshine Windows Manufocturing, Inc. 1745 W. 33rd Place Hialeah, florido 33012 Ph: (305)3E4-9952 Faw:(305)928-5118 a � Q U a ATCH LINE W En rn faan V)) Z w Q v P o_ z U = 0 9 0 N Q3 .(nl • � N ' I No. 51393 z° \' lY_-lS-{' � ��p�•, t DRAWING No. FDO 1-15 ssT rr OF iF •'''••.....• C9 � DATE: 05/17/16 ONAL1, SCALE: 1 2•=1. FRANCIiCO HERNANDEZ FLORIDA PE # 51393 SHEET 10 OF 26 MATCH LINE MI, OR NO'Uf:: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR 1N51'ALLA'I'ION PURPOSE SEE SHEETS 19'I'IIRU 22 DOOR WIDTH 3 POINT MORTISE LOCK. FLUSH BOLTS AT TOP AND BOTTOM (OPTIONAL) ON ACTIVE PANEL ONLY (SEE POSITION OF INACTIVE PANEL. (SEE FLUSH BOLTS OPERATOR POSITION ON SHEETS 2 AND 3 OF 26) ON SHEETS 2 AND 3 OF 26.) M 20 INTERIOR ACTIVE PANEL INACTIVE PANEL MATCH LINE Manufacturing, Inc 1745 W. 33rd Ploce HIM- Rl i& 33012 Ph: (305)364-9952 F—(305)E2B-511B EXTERIOR " N a o " V p E O W HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) _ Z DRAWING No. !w"DVCr2FYW& 1119 r"mwROG& �ii�s FD01 —1 S 1rwWf R Gd. .'F�G.'� 1.2�'�, DATE: OS/17/16 E:•W+nt»++Usie'/LI' IL 777��©i�`�\` SCALE: 1 2"-t" _ FRANCISCO HERNANDEZ A iS(w.� %c_ i_,, ,_ nta we' riii. vnancl t'owM FLORIDA PE # 51393 SHEET 11 OF 26 Sunshine Windows Manufacturing, Inc. ' 1745 W. 33rd Ploca KW—h. nwido SM12 Ph: (305)364-9952 F—(305)626-5116 DOOR FRAME WIDTH 0 6" FROM TOP AND BOTTOM. INTERMEDIATE W ® 24" M11 a V) �27 26 (2� 2 12 (5 INTERIOR �5 M 7 x U -- -- _ MATCH SINE (6� �) �5 J 1 OR of o p W 17 7 1 1 24 1 1 7 17 _ —_.:— - CV ---- - �_ C C Cn $ a -- U F/] Z W 17 I1/a" CFl) N(YFE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 EXTERIOR CE �) HORIZONTAL SECTIONS !ROouC f Arve dll �aaMPWMwxrwe .taa AeerPiaa<e No 1 L • i7_ i.a,plrMiw qte r 4fY er' ProJur! CoMwi 3 o a � o Z U � O ,a W 9O C' "- �Z\SCO`ENS �,n05/07 No. 51393 i-O ••- OFFRANCISCO ATE HERNANDEZFLORID& PE # 513936 MATCH LINE MATCH LINE DOOR FRAME WIDTH EXTERIOR �1 CH) HORIZONTAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 . .................. Sunshine Windows Monufocturing, Inc. 1745 W. 33rd PI.- Mbleeh, Fbrldo 33012 Ph: (305)364-9952 F..:(305)828-5118 DOOR FRAME WIDTH_ EXTERIOR CH 1) EN 7 No.51393 Z �f 71 �,^ - ('�-(S-,( DRAWING No. .+:soot c IIEVISP•D dM Plyin ilk lbt FL:(i:4 Q STATE OF !(� .. •.. jP<oRlor•. •' G\�,� , �i� SS'/ .... •.. FD01 —15 k.".9 Gods �? �� �` �i���ti^>✓1 DATE: 09 O6 15 LLpIr�iW. 06rc� SCALE: 1 2•-1" 8� ly�c.-_� FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 13 OF 26 �tLl riFa�'ICOM W DOOR FRAME WIDTH -FLUSH BOLTS AT TOP AND BOTTOM. (SEE FLUSH BOLTS OPERATOR POSITION ON SHEETS 2 AND 3 OF 26.) C2(11-0 6" FROM TOP AND r% BOTTOM. INTERMEDIATE O 24" MAX. OR M MATCH LINE -- i �0R DOOR WIDTH N017i: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INS'PALLAFION PURPOSE SEE SID ETS 19'CHRU 25 INTERIOR 26 29 31 O 6" FROM TOP AND ( 17 BOTTOM. INTERMEDIATE \ O 24" MAX. SIDELITE WIDTH Sunshine Vindows Manufacturing, Inc. 1745 W. 331.d P1oca Hi.le h, Florida 33012 Ph (305)364-9952 F—(305)828-5118 v] w � W) � a 3 O d U�q Z W w I JE l)l o G�1 EXTERIOR F O HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) 0 w w O I � 111111/ ,,\GLNSIc qti� •' I '••.�� ti � I N �� No.51393 Of DRAWING No. 0MULIC rlxEvi O `•.• STA OF tv- FDO1 -1 5 k0m,g Cn14 is �j�i41 ."• •••' ..�G �� ., ��NA�-1�'��`\ DATE: 09/06/15 A— rtO.o�J.��, SCALE: 1 2"_1" t [�4,� S�- (—'—"""" FRANC ISCO HERNANDEZ �• s kWr' H.Y w.v Vft� FLORIDA PE # 51393 SHEET 14 OF 26 NCITR: SEE GLAZING DETAILS ON SHEET 18 OF 26 FUR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 111.1„ —11 .r — — BOTTOM. )R POSITION 5.) EXTERIOR DOOR FRAME WIDTH (HORIZONTSINGLE OUTSWING oALHSECTFLUSH BoIOLT N OPTION) MODVC f REVI"a as "Optyhrg .I01. the F1or W' d. AllIPM CIN �t276 I2- Aetrptantt N. •�Y• 8fiw'fwr Rrw� dw� Monu(acturing, Inc 1745 W. 33rd Plota K.F-h, n ida 33012 Ph: (305)364-9952 Faa:(305)828-5118 W ZgU J t` O iv a zo C F U O O \\S �,\ No.'91393 Qo N .y. ... -.r z '"'• Q •, ST/' OF ((� DRAWING No. %TF' .,�tORlo 81ONAI FD01-15 \o`�\ DATE:09/06/15 SCALE: 1/2"-1" FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 15 OF 26 N(rrE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 INTERIOR H Jl) I EXTERIOR DOOR FRAME WIDTH HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) 26) ,wIkUC r M6V 18BC a f�Ob14 wHh the f 016 ,lac<ptaece Ne 17-11 7, L•pinthr Il101e--li(. •�-� �.� c Sunshine Windows Manufocluring, Inc. 1745 W. 33rd Plod Hcleah. flakk 33012 Ph: (305)364-9952 F..:(305)828-5118 fn Q i W a V) A � H x U o � � G7 � rn `\,, 111111,,,E "/,, ^ sr4..fiF� No. 51393 u 12,-15.••1,: DRAWING No, �. O�'.J, ATE OF <(/ FD01-15 �%, �r DATE:05/17/16 , TONAL 1� ���` SCALE: N.T.S. FRANCISC0 HERNANDEZ FLORIDA PE # 51393 1 SHEET 16 OF 26 4.000 163 140 -1.890-1.150 -657- 625 139 f-.078 .844 1.100 A78� 3.844 7-) 01B �J DOOR FRAME HEAD 1.300 .176- 1.124- .062 t �6 .062 .440 T- 1.OD0- 0 �11-(151122 0 INSTALLATION SCREW COVER [-"Wl_fp63 T C� HANDICAP THRESHOLD SCREW COVER TOP & BOTTOM RAIL 4.000 r'163 140 -1.890 6 SW-1.150 7 657- 13 F-078 -.078 125 .0781 250-1 2.500 .250 .078 DOOR FRAME JAMB HINGE TILE I -1.634- -� 40 1121� l 262 R .351 135' .075 .062 I-.817 / 10 WEATHER STRIP PLATE �1-775-{ - I-062 1.113r- .998 �k753 i GLAZING BEAD FOR GLASS THICKNESS = 7/16' ,,,,,,- .254 1.1113 ' -,062 .998 J� k753 114 GLAZING BEAD FOR GLASS THICKNESS = I" 4Fr 2,104.7"-1.501 454 Jl L063 817- .799 QD.799- TOP & BOTTOM PLATE 4 4.000 'rr163 -1.890-('-I-1.150-I-79063 '' II 1.500 F-.078 .078 - .063- - - '078 ,250-1 I-1.640-1-1.300-I 44-250 DOOR FRAME STANDARD THRESHOLD n ACTIVE STILE 13 ALUMINUM MULLION NOTE: ALL DIMENSIONS ARE INCHES UNIT EXTRUSIONS 4.750 401 1.890-tl -7501 R.OB 328 I 500 120 -r .OBIT-2.129--1.074- 1,546� DOOR FRAME �CAP THRESHOLD 4.273 1.125 4A 25 100 78 1r,"81 1.6001 -078 INACTIVE STILE 1.436 06 - - .062 -�063 .Os .440 -]-- 'I 1.000- .312 .112--ry- - .111 ( THRESHOLD SCREW COVER ^45' �' .184 _.045 J:125 s .. _. ! 69 .693 567 -i 312- I ' 1 .317 DLA - .112 ----1.908--- 16 ALUMINUM HINGES PRODUC. F NEVLS" . ow913M6 w11h IYe FI-W., NwldinR Code An<pleoce No17•!7.?. �3I a..- fSi�d yL+1r <4rIwJ 800 .500 187 .187 3,790 \\111 111 1j 77 �31LUMRMIQ' k8IRPRCEMENT3 ;-0 1 L -15^lam Q STATE OF ((� ,`''SS/011 1 NAL 1G FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Ploes Moleeh, n.-We SM12 Ph: (305)364-9952 Fox:(305)828-5118 0 O E w t O N z DRAWING No. FD01-15 DATE:05/17/16 SCALE: N.T.S. SHEET 17 OF 26 S MATERIAL LIST ITEM# PAR'P# QIIANITI'Y UE.SCRICIION MA'IT:RIAL MF-R./SUPPLIER 1 1202001 1 FRAME HEAD 6063-T6 SINOBEC TRADING 2 1202002 2 FRAME JAMB 6063-T6 SINOBEC TRADING 3 1202003 1 STANDARD THRESHOLD 6063-T6 SINOBEC TRADING 4 1202004 1 HANDYCAP THRESHOLD 6063-T6 SINOBEC TRADING 5 1202005 AS REQUIRED FRAME INTERIOR SCREW COVER 6063-T6 SINOBEC TRADING 6 1202006 AS REQUIRED HINGE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 7 1202007 AS REQUIRED ACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 8 1202008 AS REQUIRED INACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 9 1202009 AS REQUIRED TOP AND BOTTOM PANEL RAIL 6063-T6 SINOBEC TRADING 10 1202010 AS REQUIRED WEATHER STRIPPING PLATE 6063-T6 SINOBEC TRADING 11 12065 AS REQUIRED 7/16" GLAZING BEAD 6063-T6 MI METALS 11A 12180 AS REQUIRED 1" INSULATED GLAZING BEAD 6063-T6 MI METALS 12 1202012 AS REQUIRED S.L. TOP AND BOTTOM PLATE 6063-T6 SINOBEC TRADING 13 1202013 AS REQUIRED MULLION 6063-T6 SINOBEC TRADING 14 12181 AS REQUIRED THRESHOLD SCREW COVER 6063-T6 MI METALS 15 31296 AS REQUIRED HANDYCAP THRESHOLD SCREW COVER 6063-T6 SAPA EXTRUDERS 16 46917 AS REQUIRED HINGES 6063-T6 SAPA EXTRUDERS 17 W3332INK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROYLENE ULTRAFAB 18 290DZIABBP AS REQUIRED DEAD BOLT ZINC REGENT HARDWARE 19 29OL3ZAB3BP AS REQUIRED PASSAGE LEVER ZINC REGENT HARDWARE 20 2062-3P-SS AS REQUIRED 3-POINT MORTISE LOCK S.S. REGENT HARDWARE 21 SERIES 2508 AS REQUIRED FLUSH BOLTS ZINC REGENT HARDWARE 22 ZIALOC 750 AS REQUIRED 1/8" X 1/4" DOUBLE SIDED TAPE PE FOAM TBP CONVERTING 26 DOW CORNING 899 AS REQUIRED RTV SILICONE GLAZING SEALANT SILICONE DOW CORNING 24 E2031OWN3020 AS REQUIRED T-SLOT EXTRUDED SEAL BULB TPE PLASTIC ULTRAFAB 25 28893 AS REQUIRED HEX SCREW 1/4" X 2 3/4" STEEL GRAINGER 26 6PE76 AS REQUIRED FLAT WASHER 1/4" STEEL GRAINGER 27 4FCA9 AS REQUIRED HEX NUT 1/4" STEEL GRAINGER 28 1MB16 12 PER PANEL 10 X 1 1/2" METAL SCREW STEEL GRAINGER 29 5KGF9 AS REQUIRED M 10 X 1" METAL SCREW STEEL GRAINGER 30 T9FB402979 6 PER HINGE 10 X 3/4" METAL SCREW STEEL GLOBAL INDUSTRIES 31 PHS8 AS REQUIRED 2" X 1/8" SPACER PLASTIC CRL 32 SW-1 AS REQUIRED ALUMINUM REINFORCEMENT 6063-T6 SAPA 33 X109HT100 AS REQUIRED 0 SECTION RUBBER SEAL EPDM TRIMLOCK f i 0.09" SENTRYGLAS PLUS INTERLAYER Sunshine Windows BY KURARAY AMERICA INC. Manufacturing, Inc. 3/16" H.S. GLASS - H.S. GLASS + 1745 W. 33rd Place �3/16" Hkk.h, Florid. 3W12 DOUBLE FACE IINTERIOR I Ph: (305)3e4-e952 Fo .(3os)eza s11a GLAZING TAPE EXTERIOR 0.675" co DOW CORNING 899 SILICONE FL-37 R�. C1LA"l,INC. UEI'AIL GLASS'FYPE I a a C) Aga 0.09" SENTRYGLAS PLUS INTERLAYER 16" H.S. GLASS F x BY KURARAY AMERICA INC.*5�*l f Z W 3/16" H.S. GLASSIR SPACE 1 0 " TEMP. GLASS DOUBLE FACE GLAZING TAPE INTERIOR EXTERIOR aiAw mEDOW CORNING 899 2SILICONESPACER $ o ALUMINUM (6063-T5) o w MATERIAL LIST AND GLAZING DETAILS GLAZING UIa'AIL v GLASS'ryPP.. 2 _ = II No. 51393 DRAWING No. nucTREvw "�PIYM(t »ilh the fkgUM �7J , : • �cu\ Q '• STATE OF FDO 1-15 e y horoptce<e No1_;.I2T t • i 1 i .. FCORILIP`.••' i ibis �� \� DATE: 05/17//6 LFip[nwiw N.T.S. !4�3 G \. �• `Mac FRANICI NANDEZ SCALE: SHEET 18 OF 26 ��r r0iµy FLORI51393 41123 1/_8' MIN. _ rEDGE DISTANCE I ----(�—�- — 5/16" • ULTRACON (Fy-155 ksi, Fu=188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE v I�j THROUGH 1" X WOOD BUCK. EMBEDMENT I j dv FOR MAX. ANCHOR SPACING SEE v I l HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. 1 -- 1" X WOOD BUCK BY OTHERS MUST BE w PROPERLY SEALED AND ANCHORED TO a TRANSFER LOADS TO THE STRUCTURE AND N APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. I j I7XTIIRIOR INTERIOR DOOR FRAME HEAD ATTACHMENTTO CONCRETE THRO1.I0I1 1" X WOOD BUCK 1 2' 3 1/87_ MIN. EDGE DISTANCE - 5/16" • ULTRACON (Fy=155 ksi, fu=188 KSI) -� /-• WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE. d FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET n EMBEDMENT dv 5 OF 26. 4 G d w u LlI` I 2 VI EXTERIOR INTERIOR NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON EXTERIOR DOOR FRAME BEAD A'ITACHRIENT TO WOOD 5/16" • ULTRACON (Fy=155 ksi, Fu-168 KSI) WITH 1 7/8- MIN, EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. 1- WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING a OFFICIAL PRIOR TO DOOR INSTALLATION. a � �_ N INTERIOR 1/4- • KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. i" MINFOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 EDGE DISTANCE OF 26. I'I -- MIAMI-DADE COUNTY APPROVED MULLION WITH lj 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE w APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR u INSTALLATION. V1 EXTERIOR INTERIOR DOOR FRAME HEAD SHEET 1 OF 26 uv 1-1— ATTACH MENT TO CONCRETE A'ITACIIMENT 7'O METAL STRUCTURE / MULLION WTI71OUT• WOOD BUCKS TYPICAL SECTIONS AT DOOR FRAME HEAD ATTACHMENT TO DIFFERENT SUBSTRATES Sunshine Windows Manufacturing, Inc, 1745 W. 33rd Race K.I..h, ilaidn 33012 Ph: (305)384-9952 Fa (305)828-5118 V] H a W � L1; U � a 3 °a Wx U Q ..a No. 511M - 0 z .,_. ( 2 -�(.S-{ _ ID -� ••. DRAWING No. rROMUCrRIEVIM FWN. O STATE OF ((7 FD01-15 Anryrtwscr Ns--t7ZL• I? �7 lSis ........ �� DATE: 05/17/16 Wtr .: L 1 '77,; ONAL 1'\\\N SCALE: N.Ts ~ I \ M- FRANCISCO HERNANDEZ 19 OF 26 `--� FLORIDA PE # 51393 SHEET I _ 4 1/2" 3 1/0- ►UN..� 4 1�2' _ _ _3 1 B" NIN.___ -EDGE EDGE DISTANCE DISTANCE i"'--- —'-- 5/16" • ULTRACON (Fy-i55 kai, Fu-188 KSI) — — 5 16' • ULTRACON (Fy=155 ksi, Fu=188 KSQ WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. ' �'--- WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE FOR MAX. ANCHOR SPACING SEE v I THROUGH 1" X WOOD BUCK. HEAD/THRESHOLD CLUSTER DETAILS ON SHEET EMBEDMENT dv FOR MAX. ANCHOR SPACING SEE +— _ 5 OF 26. ' HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. EMBEDMEN L STRUCTURE BY OTHERS MUST' BE -----� WOODEN PROPERLY ATTACHED TO TRANSFER !-1" �I X W000 BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND --_ a GLAZING SYSTEM LOADS TO THE I STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATIONI N APPROVED BY BUILDING OFFICIAL PRIOR TO Ti 11to _ DOOR INSTALLATION. i EXTERIOR IN"CFRICIR EXTERIOR � IN 1'ERIOR SIDWIT lIFAD ATFACHMENT'1.O CONCRETE THROUGII 1" X WOOD DUCK 2' 3 1/8- MIN. EDGE DISTANCE —5/16" • ULTRACON (Fy-155 k91, FuE188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE '4 HEAD/THRESHOLD CLUSTER DETAILS ON SHEET a EMBEDMENT da 5 OF 26. A �a a 4 i1 I rXTFRIOR INTERIOR MERNi EXTERIOR SIDELFI'E HEAD A'ITACIIMBN'F TO WOOD 1/4' 0 KWIK-FLEX OR DRtL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/TIIRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. -- MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. WI'IiRIOR III III I\ —1— Norr: v--� — V FOR SUBSTRATES DESCRIPTION REFER TO SIDELITE BEAD GENERAL NOTES 6, 7, 8 AND 9 ON SIDELITE HHAD ATTACHMENT TO CONCRETE SHEET I of 26 ATTACHMENT TO MI?1'AL STRUCTURE / kit1LL1ON WIT1101I T WOOD BUCKS TYPICAL SECTIONS AT SIDELITE HEAD ATTACHMENT TO DIFFERENT SUBSTRATES Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlaleah, FWrWO 33012 Ph: (305)364-9952 Fax:(305)626-5116 h-1 x Q ON �z a z E w \\\\11lIIlll��// K li' \0 i • N .; �Q�: ;�r1 No,51393 � .0 DRAWING No. !MtODUCF REVII� r K aPly64 Mob Nte FLride �O�'•, STATG OF <U\ % (� �,� 0121Q�. •' �\�� FD01-15 r�-r nceepne aNs� 7�' I ` ���SS/U/\J{>,�. �?��, DATE: 09/06/15 likireeb IAre ��, I � \ SCALE: N.T.S. tt / FRANCISCO HERNANDEZ t1 e wu�Prn4:a 6;Wwd FLORIOA PE 111 51393 SHEET 20 OF_ 26 -- -- I" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO 1/4" MAX. TRANSFER LOADS TO THE STRUCTURE AND SHIM SPACE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. w I /4' MAX. SHIM SPACE I INTERIOR a IN'FFRIOR U I m p Q w 5/18" 1 ULTRACON (Fy-155 kal, — iJ�..IDW ENT 5/16" • ULTRACON (Fy-155 kei, —' EMBEDMENfI EZED KSI) WITH 1 3/4" MIN, - I KSI) 1 3/4' MIN. e ' EMBEDMENT INTO CONCRETE/ � TO EMBEDMENT INTO CONCRETE/ EMBED GROUT FILLED BLOCK THROUGH �j - GROUT FILLED BLOCK. 1" X WOOD BUCK _ FOR MAX. ANCHOR SPACING V - O FOR MAX. ANCHOiF SPACING O REFER TO TYPICAL ELEVATIONS ON REFER TO TYPICAL ELEVATIONS ON ! p EXT'GRIOR SHEET 4 OF 26. a EXTERIOR SHEET 4 OF 26. DOOR FRAMF. JAMB ATTACIIMI?N7" l'O CONCRETE OR GROUT FILLED BLOCK THROUGH I" X WOOD BUCK DOORFRAMEJAMB AT"FACHMEN'i' TO CONCRET'F. OR GROUT FILLED BLOCK W FFIiO(.Fr WOOD BI JC'K S MIAMI-DN. COUNTY APPROVED MULLION WITH WOODEN STRUCTURE BY OTHERS 1/4"_MAX._ 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) MUST BE PROPERLY ATTACHED TO ___ I SHIM SPACE OR METAL STRUCTURE WITH 1/8- MIN. TRANSFER GLAZING SYSTEM LOADS THICKNESS BY OTHERS. MINIMUM ALUMINUM TO THE STRUCTURE AND APPROVED ALLOY 6063-T6 OR A-36 STEEL. SHALL BE BY BUILDING OFFICIAL PRIOR TO INTERIOR APPROVED BY BUILDING OFFICIAL PRIOR TO DOORIF DOOR INSTALLATION. INSTALLATION. i ^� o n 1/4" a KWIK-FLEX OR DRIL-FLEX GR 5 SELF -- DRILLING SCREWS THROUGH METAL WITH MIN. 3 _ --- -- -�- THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON �-�''w SHEET 4 OF 26. II 5/18" • ULTRACON (Fy-155 kei, --� EM E MENT i a Fu-188 KSI) WITH 1 7/8" MIN. `" o EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. n w — v —� EXTERIOR � NOTE: FOR SUBSTRATES DESCRIPTION REFER TO DOOR FRAME JAMB GENERAL NOTES 6, 7, B AND 9 ON SHEET 1 OF 26 Al-rACHMFNrTO WOOD TYPICAL SECTIONS AT DOOR FRAME JAMB ATTACHMENT TO DIFFERENT SUBSTRATES Manufacturing, Inc 1745 W. 33M Pic 19deoh, nwiOo 33012 Ph: (305)364-9952 F..:(305)628-5116 DOOR FRAME. JAMB 1111111111/r,, rr er A'ITA( HME-NTTONIETALS'FRUCTURE/MULLION \`\ .N 3GO..HER,�, n � \� ' �.••. �1cEN.se' 9�Gb �� i e- .• _ � lV 1Pl . OQ Nu. �1 z -*• PRODUCrUEYSM ^ -U '• • - 12 -15-- j (r '—gyp'•. DRAWING No. a—v4yh.S rilk at pleAb landln C.da sTnTEof F��, FDO1-15 1c<ePt+e« No 17. I?- 7L •17 �i is8/ a�9 ; �i, ONAL DATE: 09/O6/15 X.ylrwM. Gstc- '�lj F:1_ti1�•-� ti t,41•� "`�'` �111111111,' SCALE: N.T.S. SHEET 21 01 215 FRANCISCO HERNANDEZ FLORIDA PE If 51393 - - —1" X WOOD BUCK BY OTHERS MUST BE ��"`-` PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO I SHIM SPACE DOOR INSTALLATION. - w 1/4" MAX. ^� -SHIM SPACE KrERIOR a INFERIOR Sunshine Windows � �` � Manufacturing, Ire. ^ n w ^ � tgWroh Fkxlda J3072 Ph; (305)3t14-9952 - t'ax: 305)628-S11B 5/16- • ULTRACON (Fy-155 ksl, EMBEDMENT 5/16' 0 ULTRACON (Fy=155 ksi, —�� EMBEDMENT Fuw188 KSI) WITH 1 3/4" MIN. ---- Fuw188 KSI) WITH 1 3/4' MIN. EMBEDMENT INTO CONCRETE/ EMBEDMENT INTO CONCRETE/ W GROUT FILLED BLOCK THROUGH GROUT FILLED BLOCK. [� 1' X WOOD BUCK. _ FOR MAX. ANCHOR SPACING FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON F:XTRRIOR REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. BXTF•.RIOR (/] SHEET 4 Of 28. v Q SIDI::1.I'1'li JAMB SIDF.L1Tli JAMB Q AT'FAC HMENT TO CONCRIi[B OR GROUT FILLED BLOCK ATPACIJMI3N7"t'O CONCRF-11; OR GROITI' l'ILLFI) BL(X'K i '111ROUG11 I" X WOOD BI)C'K WITHOUT WOOD BUCKS ^ CD 0 WOODEN STRUCTURE OTHERS 1 4' MAX. --I MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8' MIN. THICKNESS (UNDER SEPARATE NOD) 1/4" MAX. (V TT MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS THE SHIM SPACE I OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM SHIM SPACE rTl C40 tea{ TO STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO _-__— w ALLOY 6063-TS OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR I U '� ODOR INSTALLATION. INIT;RIOR INSTALLATION. INFERIOR LJa ^ � 1/4' ♦ KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRAWNG SCREWS THROUGH METAL WITH MIN. 3 ^��-� I a - THREADS BEYOND THE SUBSTRATE. -"-` FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. w i 5/16' • ULTRACON (Fy-155 kel, —�' EM E MENT 7d' w Fu-188 KSI) WITH 1 7/8' MIN. EMBEDMENT INTO WOOD. tv I s o FOR MAX. ANCHOR SPACING ^ w REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. �I w 1 0 ... 0 o FX'FFiR10R F.XTF,RIOR O 8 Narr.: FOR SUBSTRATES DESCRIPTION REFER TO SIDELITP. JAMB GENERAL NOTES 6, 7, B AND 9 ON ATTACIIMENI"I'O WOOD SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELITE JAMBS ATTACHMENT TO DIFFERENT SUBSTRATES I LL z z x 4 0 SIDFLITF JAMB A'1'I'ACFIMENrTOMLI'ALS'IRIIC'FIJRF/MULLION 111I111111, z I \SGO HEWN �IGFNSf-'. 7�(i �n 1 ' No. 51393 i3 •. + 12-IS -i" DRAWING No. TTi3TEOF wLODucrRMvwwu .'IONIn(•..' FDO1 —15 as o,.ptylat m k the Mia w % ......... Aefe111—eNo 7•I �. tf... SS ONgL \?�� DATE: 05/17/16 E�ylrw+3r Date „ L"-, , I I I I 1 I 1 N.T.S. t SCALE: FRANCISCO HERNANDEZ cftom FLORIDA PE # 51393 SHEET 22 OF 26 EXTERIOR I INTERIOR EXTIiR[UR II INTERIOR I , C p i p v EMBEDMENT.' p ` I FOR N N SHIM SPACE -- NON -MI: I }•'— 5/16" 16 ULiRACON (Fy=755 ksi, Fue788 KSI) USE NON-SHRINK,NON-METALLIC WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. 1" MIN. 5 KSI HYDRAULIC CEMENT FOR MAX. ANCHOR SPACING SEE CURED AND HARDENED GROUT HEAD/THRESHOLD CLUSTER DETAILS ON SHEET T—EOGE DISTANCE II CONTINUOUSLY ALONG THE 5 OF 26. THRESHOLD. DOOR I RAMIi STANDARD THRESHOLD DOOR I12ANIF STANDARD TTHRF.SHOL,D A'1'1'ACHMENTTO CONCRETE. A'I'I'ACHNIENT TO ME.IFAL STRN-11)R1' / NiLILLION EXTERIOR I IN] IFRIC R —OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. MIN. EDGE EDGE DISTANCE DOOR FRAME STANDARD'IHRESHOLD AT'FACI IMF.NT TO WOOD — WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. - — 5/16" ♦ ULTRACON (Fy-155 ksi, Fu=188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI-DARE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NO"TFS: 1.- FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 2.- STANDARD THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TYPICAL SECTIONS AT STANDARD DOOR THRESHOLD 000DUC F RF.VfBF..D 1tMt1KFln` ' MMmoptylgis>; Ced< ge.6c ATTACHMENT TO DIFFERENT SUBSTRATES F., wed-De1< cal `,� muwsRear R-es� st Manufacturing, Inc. 1745 W. 33rd Place Hi.1-h. Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 3 J O 0_ N � v o Z � o E o LL Z 09 Z F F IN tr � � T \\(11111111f/f// Vic ENI ' N♦. 51393 * .o N o * Off•.• �T'AiF OF ,. (V DRAWING N0. F001-15 0NAL1�?�,\ DATE: OS/17/16 SCALE: N.T.S. FRANCISCO HERNANDEZ SHEET 23 OF 26 FLORIDA PE # 51393 EDGE DISTANCE fE , , A.D.A COMPLIANT. DOOR PRAMS 11ANDIC'AP 1'I1RESHOLD ATTACHMEN'l" 1'O METAL STRUCI'URI? / MULLION OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16- 0 ULTRACON (Fy=155 kh), Fu=188 KSI) WITH 1 7/8- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. EXTERIOR INTERIOR EXTER 1° v EMBEDMENT ° V I 5/16" 0 ULTRACON (Fys155 k9i, Fu-188 KSI) FOR 1/4" SHIM SPACE ! WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE. USE NON—SHRINK,NON—METALLIC FOR MAX. ANCHOR SPACING SEE 5 KSI HYDRAULIC CEMENT HEAD/THRESHOLD CLUSTER DETAILS ON SHEET CURED AND HARDENED GROUT 5 OF 28. CONTINUOUSLY ALONG THE THRESHOLD. A.D.A COMPLIANI'. DOOR FRAME PIANDIC'AP T'HRUSHOLD ATI'ACHMENT TO ('ONCRE'1'E P)M-,Rl()R INTERIOR EDGE DISTANCE A.D.A COMPLIANT. DOOR FRAME HANDICAP'I'IIRKS1101A) A 17ACFIMENT'1'O wooD MIAMI—DARE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE �NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINIM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE, FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. N1Tl F: 1.— FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 HANDICAP THRESHOLD SHALL NOT BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. VALit III111� .�`�\ \SC.'�• •HORN ����� No.513U3 •\ 411 TYPICAL SECTIONS AT HANDICAP THRESHOLD hRODUcf�.: eta ply�wilh the FkvNl. Qom. I , ATL (1F ((� R Acre ta.ac No I l.•l Z.z6'i,z_ . �< I'•, F(.ORI711^. ' G��; F.ptr�rhte u.m a_._�1 �_\ ���iSs/pIVAL �? ���• ATTACHMENT TO DIFFERENT SUBSTRATES FRANCI^C6"IONANDEZ M►a✓lArirP Chlrwl 5 FLORIDA PE # 51393 s Manufacturing, Inc, 1745 W. 33rd Place Hialeah, Flarld. 33012 Ph: (305)364-9952 Fa.:(305)828-5115 U n a cQi 3 UZ O ot F 00 W z x g to O N z° DRAWING No. FDO1-15 DATE:05/17/16 SCALE: N.T.S. SHEET 24 OF 26 EXTERIOR �l II! ! 1IN'1'ERIOR - c p p p EMBEDMENT jb FOR 1/4" SHIM SPACE L_ ,!-- 5/16" 0 ULTRACON (Fy-155 ksi, Fu-188 USE NON-SHRINK,NON-METALLIC KSI) WITH 1 3/4" MIN. EMBEDMENT INTO 5 KSI HYDRAULIC CEMENT CONCRETE. CURED AND HARDENED GROUT FOR MAX. ANCHOR SPACING SEE CONTINUOUSLY ALONG THE HEAD/THRESHOLD CLUSTER DETAILS ON THRESHOLD. SHEET 5 OF 26. SIDE;LITE SILL ATTACHMENT TO CONCRF,TE E: EDGE DISTANCE SIDELPI•E SILL A'ITACHMENT TO WOOD EXTERIOR INTERIOR _f 1" MIN. EDGE DISTANCE— SIDELTTE SILL A'I'1'ACI IMEN"PTO Ail-TAL STRI IMA JRE /'NCLLION TIONAL WATERPROOFING. TERPROOFING DESIGN, IER1AL AND INSTALLATION BY 1ERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 7/8" MIN, EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI-DARE COUNTY APPROVED MULLION WITH 1/8- MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6. 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELITE SILL ATTACHMENT TO DIFFERENT SUBSTRATES Manufacturing, Inc 1745 W. 33rd Piocs HIolmh. Flmida 33012 Ph: (305)364-9952 F—(305)828-51 i e r 0 a 1 o Z v a � E 40 � g N � � tr 11((ttllii,, c\sco vre/�y /,, T Q N '• No. 51393 '. r� = •- Z_ •ROUCC r REV78E4 1�,J :( � " m—plytsx+ Rb.*FkwW. iQ ATE OF - ✓.(y , hw.linq Cal.: •.�;p(.»,•�N,!7-r<z•!?. %�` '•�ORIDT`.•' \?, •,SS �G L it //�, �ONAt-\\ _ FRANCISCO HERNANDEZ SHEET 25 OF 26 "rP.dr.6er C�1d�u7 FLORIDA PE # 51393 2 # 10 BY 1" PH. PAN HEAD SMS TOP CORNER 28 3 # 10 BY 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY I" PH. PAN HEAD SMS 2 # 10 BY 1 " PH. PAN HEAD SMS ,\ EXTERIOR BOTTOM CORNER DOOR FRAME CORNERS SCALE: NTS EXTERIOR E DOOR FRAME CORNERS HANDICAP THRESHOLD SCALE: NTS DOOR PANELCORNERS SCALE: NTS `e Sunshine Windows Manufacturing, Inc. 1745 W. 33r0 PI-; HWI..h. FbrW. 3301 Ph: (305)364-9952 F..:(305)828-5118 W a v� F. CD O rn W U cn W C7 w a i w n 28 a c�v o Z U 3 # 10 BY 1 112" PH. O o W FLAT HEAD SMS 0 0 � ��\\tll tlllll T \r1 I No,51093 a 0 cv Z momicFR¢Y16� 1 �' (y I'� i�T •.•j S ATC-UF (V %�S,S•Ft olzlt,►•.�•'G�� DRAWING No. FDO1-15 n moplyi.5.1111t{k MOW {>uw+r1{ agar 2 16' ',///FIOrvALI�\\\\ Aw•rplrrcc No F.+yitredrw Oue c�r_tr. 2_n`2t DATE: 05/17/16 SCALE: N.T.S. 4 FRANCISCO HERNANDEZ FLORIDA! PE # 51393 SHEET 26 OF 26 MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy _$n�e%�inp WisdoWS Manufacturing, Inc. 1745 W 33r' 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 revolve, 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 Count-y 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: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M2011, titled "Aluminum Tube Mullion L.M.I.," sheets 1 through 21 of 21, dated 02/11/13, with revision No. 2 dated 12/12/17, prepared by manufacturer, signed and sealed by Francisco Hernandez. 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 INTACT .RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeU 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 shah be done in its entirety. LNSPECTION: 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. 15-0528.21 and consists of this page I 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. Z NOA No, 17-1226.22 MuuMt�oaDE eout�rr'r Ex u-ation Date: March 28 2023 8 Approval Date: February 15, 2018 Page 1 Sunshine Windows Manufacturine. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. E`71DENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-1216.02) 2. Drawing No M2011, titled "Aluminum Tube Mullion L.M.I.", sheets 1 through 21 of 21, dated 02/11/13, with revision No.l dated 05/09/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions. prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL•-7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under VOA# 11-1216.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 05/09,/15, prepared, signed and sealed by Francisco Hernandez, P.E. In E. F. G. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), dated May 18, 2015, issued, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA# 1 5-0528.21) 2. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. (Submitted un der N0.4 # 11-1216. 02) OTHERS 1. Notice of Acceptance No. 11-1216.02, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 03/28/13 and expiring on 03/28/18. Man @ Pe ez, P.E. Product Con of xaminer NOA Na. 17-1226.22 Expiration Date: March 28, 2023 Approval Date: February 15, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED . —A:- DRANN1I?:T S__ 1. Drawing No. M201 L titled "Aluminum Tube Mullion L.M.I.", sheets 1 through 21 of 21, dated 02/11/13, with revision No. 2 dated 12/12/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1_ None. F. STATEMENTS 1. Statement letter of conformance, complying '"ith FBC 6th Edition (2017), dated December 8, 2017, issued, signed and sealed by Francisco Hernandez, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.21, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion - L..M.I., approved on 12/10/15 and expiring on 03/29/18. Manq&Pez, P.E. Product Contro xanliner NOA No. 17-1226.22 Expiration Date: March 28, 2023 Approval Date: February 15, 2018 E-2 125' OR 0.250' THICKNESS GLAZING UNIT SEE NOES 2 AND 4 OF GENERAL NOTES VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS SEE M 1L_t N pmr.4 Lo^D5 (MULLION GAPACITf TABLE /- 1 ON SHEET 3 nF 21 SCE ANC! QR OES'- N I DADS (AWHOR CAPACITY) T RA LES if 2 AND / S ON SHFF75 4 AND 5 OF, 2L. rGLAZING UNIT. SEE NOTES 2 AND 4 or GENERAL NOTES y 3 1/2" 0 OR 4'0 ALUM. TUBE 0.082' OR 0.125" THICKNESS --VARIES / 9Y TO 180, ........... VERTICAL ROUND TUBE MULLION GENERAL NOTL'3: INDEX OF DRAWINGS Sunshine wndOws 1 OF 22 .- MULUON SECTIONS. GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. MarJT{OCiUfln�, I 2 OF 21 .- MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CUPS LOCATION DETAILS. 1745 W. 37rd Ewes 3 OF 21 .- TABLE # 1. MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR MULLIONS. ,iFdp1,, Fblea 33012 4 OF 21 .- TABLE 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOP. RECTANGULAR MULLIONS. Rf!: (30S)364-9032 5 OF 21 .- TABLE j' 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. Fac(305)B2B-St to U 6 OF 21 .- TABLE # 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) 7 OF 21 .- FOR ROUND MULUONS. ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MAS(NJRY WITH iBY WOOD BUCK. 8 OF 21 ,- ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 9 OF 21 .- ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. a 10 OF 21 ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK .- AND ON WOODEN STRUCTURE OR 25Y WOOD BUCK. z 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK 0 AND ON WOODEN STRUCTURE OR 20Y WOOD BUCK FOR 2" X S" MULLION. 12 OF 21 .- ANCHOR. CONFIGURATION TYPE BI ON CONCRETE OR MASONRY. 13 OF 21 .- ANCHOR CONFIGURATION TYPE B2 AND 63 ON CONCRETE OR MASONRY. 14 OF 21 .- ANCHOR CONFIGURATION TYPE 83 ON CONCRETE OR MASONRY. 15 OF 21 .- ANCHOR CONFIGURATION TYPE CI ON METALLIC STRUCTURE.. W 16 OF 21 .- ANCHOR CONFIGURATION TYFE C2 ON METALLIC STRUCTURE. a 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. I OF 21 .- ANCHOR CONFIGURATIONS TYPE DZ D3 AND D4. MULUON TO MULLION CONNECTIONS. ICI 19 OF 21 ,- ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, CR2 AND CR3. 20 OF 21 .- ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. 21 OF 21 .- ROUND MULLONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, BR4, CR2, CR3 AND CR4. T.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL FLORIDA BUILDING CODE 5TH EDITION, 2014 AND FBC 6TH EDITION (2017). BE NOT LESS THAN 1/8". ALUMINUM SHALL BE 5063-T6 AND STEEL SHALL BE Fy- 36 kst MN, 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEETING THE FLORIDA BUILDING CODE 5TH EDITION a.- TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T5. 2014 REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY FASTENER SIZE AND SPACING. 9.- ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE SHALL HAVE 1' MINIMUM TO THE EDGE OF THE STRUCTUPAL MEMBERS. 3.- TYPE OF ANCHORS: FOR ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITH 1BY, 29Y OR WOODEN STRUCTURES USE 1/4" EXAM. ELCO ULTRACON CONCRETE AND MASONRY ANCHOR; FOR ATTACHMENT 7D METAL STRUCTURES, OR METAL TO METAL CONNECTIONS USE 1/4' DAM. HILT] KWIK FLEX SELF DRILLING SCREW. 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED- 5.- FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL- S.- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING VfSTEM LOADS TO THE STRUCTURE AND .SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MULUON INSTALLATION. 10.- WOOD HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE" C-0.55 OR GREATER DENSITY. ALL ANCHORS INSTALLED IN WOOD SHALL HAVE I" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/6" MIN. EMBEDMENT 11.- CONCRETE STRENGTH: fIw3,0DO psi MIN., CMU PER ASTM C90, GROUT FILLED CMU tm= 2.000 pal MIN. ALL ANCHORS INSTALLED IN CONCRETE SHALL RAVE 2 1/2' MINIMUM EDGE DIST. TO THE STRUCTURAL MEMBERS WITH 1 3/4' MIN. EMBEDMENT. (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALL MASHES). 12.- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE PROCEDURE FOR MULLION SELECTION It imE 3 3 1. DETERMINE THE WIND LOAD IN PSI ACTING ON THE MULLION PER THE FLORIDA BUILDING CODE. USE ALLOWABLE STRESS <Y DESIGN LOAD FACTOR OF 0.6 FOR WIND LOAD CALCULATED BASED UPON ULTIMATE DESIGN WIND SPEED. a N �o'-'I�`' lox a H 2. USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES # 1 AND a 4 ON UO ar.E 00 �o: ON SHEETS 3 AND 5 OF 21 TO DETERMINE THE MULUON SECTION REQUIRED w o E TO MEET THE DESIGN PRESSURE. O D O 3. USE TABLES If 2, N 3 AND f 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE THE MULLION AND THE STRUCTURE cl rn o THE TYPE OF CONNECTION BETWEEN w E T TD MEET THE DESIGN LOAD (MULLION CAPACITY), IIIfAAG m 1j111L § 4. HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS'Amb, UIA' SPECIFIC AF'PUCAT100h 61NO'7FIF3A,�NN TABLE VALUES OBTAINED IN A TO APPLY FOR A PERMIT. LICCNSF--ry% 1 I • tJo. 51393 - i � w PRODUCT REVISEDas complying with the Florida I DRAWING No. Building Code •' TOTE OF �4U - 17-1226.22 M 201 1 NOA-No. Expl tfon Date 03/2812023 - -- - �jG.` DATE: 02-11-13 By SCALE: NTS Miami a le rcduct Ccrntrot F'RANCISCO HERNANDEZ V/ /,`/ FLORIDA Pc # 51393 1. SHEET 1 OF 21 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS 0.082 P-- 0.125 - r 1 - 0.125 4,000 vi 0.125 3.000 2.000 25 4 000 771 25 1000 f 2.0001 0.750 094-' 0,094 2.250 196 1 6R 0.125 1 .6 I s6 11,9 L- 1.750 0.125 0,125 T- 5 0 i;L 0.125 125 -- 0.750 Sunshine Windows ManufactuTing, Inc. L 0.0.'4 0.125 --5500 ?9- 2,000 1745 W. 3&d PICO* Hidomf, rictift 33012 VI CLIP V2 CUP X 2' X 1 /8- ANGLE CLIP 2- X 5- X 1/8- ANGLE CUP U CLIP PI, (305)354-2 M(305)628-5118 3-500 3 1/2 MULL - ROUND 4,000 4' ROUND MULL 1.000 O."DO 1.000 ALLOY: 6063-T5 0 SO _T5 53 ALLOY. r 3-75 ALLOY: I 6063-T5 ALLOY: 6063-T5 I Fc-. A, MOR S 'i DETAILS L ITO, ALLOY' 6063-TS ALLOY: 600-TG 1- 2- . 1/11- I" X 3- X 1/8- 1- x 2- x 1/8- 1* x 3* )( 1/8' A - C C- I -I- I- X 4- X 1/8- ALLOY-. 6063-T6 1- x 4- x 1/8- ALLOY: 6063-7,6 1 C) 0.125 71 17 1 0.250 -0.250 6.000 0.125 T=t [ ] DETAIL 1 I CLIPS HORIZONTAL POSITION 1 S DETAIL 2 L. CUPS HORIZONTAL POSITION DETAIL 3 V CLIPS VERTICAL POSITION DETAIL 14 L CUPS VERTICAL PiSITION 4043 FILLER ALLOY 4.000 ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ,,CONTIN. WELD 4.000 L TOP NEW 0 ROUND MULLION A14CHOR SLEEVE ALLOY: 6063-T5 1.000 I" X 4" X 1/4" L 2.000 B ALLOY: 6063-T6 2- X 4- x 1/8- 2- X 6- X 1/8- �4 C I ALLOY. 6063-TO -E 4043 FILLER ALLOY CONTIN• WFLD >= DETAIL 5 V DETAIL 6 L CLIPS DETAIL 7 V CUPS DETAIL! 8 L CUPS 3c 1p 0.250 .000 0.250 CLIPS HORIZONTAL POSITION HORIZONTAL POSMON VERTICAL POSITION VERTICAL POSITION 2 -19 MULLION TO MULLION MULLION TO MULLION MULLION TO MULUON MULLION TO MULLION I z ? 8 z 2 0.1 Ai SECTION 1-1 ROUND MULLION ANCHOR SLEEVE 6.000 iz 4,11 It it, H 'K E2 E3 z � S2 so C" 2 6 r. ALLOY: 6063 -T5 E tl --- I --- 0C J, ROUND MULILLION SLEEVES MULLION DIMENSIONS A 1 8 c -17 2.000 2- X 6- X 1/4- I DETAIL 9 U CLIPS DETAIL 10 U CLIPS DETAIL 11 ROUND MULLION SLEEVE PRODUCT REVISED as conmOyl with the Florida Bultdingg.7. 17-1226.22 No. 1393 '- 7 'o 3 1/2'� 5.500" 3250' 0.125- 1 ALLOY: 6063-TS HORIZONTAL POSITION MULLION TO MULLION VERTICAL POSITION MULLION TO MULLION VERTICAL POSITION ON SUBSTRATES NOA-No. Explratl Date OW2812023 0 lU- lop HI DRAWING No. M2011 0 6,OW- 3.N7- 0,125- 1 SHAPES, ANCHOR CLIPS on By ho X"4 - Ifil-Ir.d. Prodi-t C.wr-.,l k DATE: 02-11-13 SCALE: NTS --- MULLION NOTES: - FOR ROUND MULLION AND ANCHOR DESIGN LOADS SEE SHEET 5 OF 21. - FOR CONFIGURATIONS OF ROUND ANCHORS AND ANCHOR CLIPS LOCATION DETAILS FRANCISCO HERNANDEZ FLORIDA PE 51393 SEE SHEETS 19, 20 AND 21 OF 21. MULLION DESIGN LOAD - PST DIMENSIONS MULLION MUWON MULLION MULLION WunH (W) ' SPAN i' X 2' X 1/8• 1' X 3' X 1/8' 1' X 4' X 1/8' 1' X 4• X 1/4' 27• I 39' 12&5 140.0 140.0 14G.0 37' 93.75 tAO.O 140.0 140.0 -y 72.25 140.0 140.0 140.0 60 57.80 119.9 140.0 140.0 --1 66• 5LM 109.0 140.0 140.0 74' 46.95 97.25 140.0 140.0 gp' 4335 90.00 140.0 140.0 27' 51' 57.45 140.0 140.0 140.0 37• 41.90 1t3.7 140.0 140.0 48' 32-V BZ65 140.0 140.0 60• - 70.10 1i2.8 140.0 66• _ 5375 tOL5 140.0 74' - 56.85 91.45 1 140.0 80• - 52.60 64.60 140.0 27' 58' - 111.9 140.0 140.0 37• - 81.65 140.0 140.0 48• - 62.95 109.0 14D.0 6G' - 5035 8720 1404 66• - 45.75 79,25 1 140.0 74• - 40.80 70.70 13113 B0• - 37.75 65.40 128.0 27• - 87-M 140.0 140.0 37• - 63.70 119.8 tAO.O 48• _ 49.10 92.40 140.0 60' - 39.30 73.90 140.0 68• - 35.70 67.20 131.5 74• - 31.85 59.90 117.3 80• - 29.45 55.40 108.4 27' 75' - 51.75 111.0 140.0 37• - 37.75 81.00 140.0 48• - 29.10 62.40 172.1 80' - - 49.90 97.70 B6' 45.40 88.85 74• - - 4SD 0. 79.25 .D. - - 37.45 1 73.30 MULLION DESIGN LOAD - PV DIMENSIONS MULLION MULLION MULLION MULLION WIDTH (W� -..SPAN I• X4' % 1 4' 2' X 4' X 1/8' 2' X 6' X I/6• 2- X 6• X 1/4' 27' 84' 140.0 115.4 140.0 140.0 3T 112.8 84.20 140.0 140.0 4g' 87.00 64M 140.0 140-0 60' 65' 50.55 51.90 112.5 140.0 63'25 47,20 1023 140.0 74' 56.40 42.10 9125 140.0 80• 5215 38.90 84.40 140.0 27' 9T '.25.7 77.30 140.0 140.0 37' 91.70 56.40 140.0 140.0 4g' 70.70 43.45 127 6 140.0 60• 56M 34.75 98.00 140.0 66' 51.40 31,60 89.15 140.0 74' 45M 2&20 79.50 140.0 80• 42.40 - 73.55 135.1 27' 3'.75.55 48' 96' 103.6 64.45 140.0 140.0 1 47.00 139.7 400 S825 36.25 107.7 140.11 60• 46.60 20.DO 86.20 140.0 66' 42.35 - 7835 1140.0 74' 37.75 - 69.90 128.4 80' 35.00 - 64.65 11 &7 2Y 102' 85.35 54.30 140.0 j 140.0 3Y 63.00 39.60 123.8 , 1400 48' 48.55 3060 95.45 140.0 fi0• X85 - 7&35 140.0 �• 35.30 - 69.40 127.5 74' 3t.50 - 61.90 113.7 �r • 29AD - 57.25 I 105.2 27' 108' 72.70 46.10 140.0 140.0 3Y 53.00 36.65 110.4 140.0 48• 40.90 - 85.10 140.0 32.70 - 68.10 125.1 29.75 - 61,90 113.7 JU - - 5520 101.4 - - 51.00 93.80 MULLION DESIGN LOw9 - PSF DIMENSIONS MUwON MULLIC WIDTH M SPAN 2' X 6' X 1/8' 2' X 1N XI 27' 122.6 140.0 37' 89A5 140.0 48• 69.00 55.15 I 12&5 101.3 60• 65' 50.15 9210 74' 44.70 82.15 60 41.- Y7• 126' 111.2 31' 81 15 46 1215 50.00 66' 45.45 74' 4D.55 80' 37.50 27' 132' 101.3 37• 73.50 AS' 57.00 - 60' 6674' ki�'qXl 80 27• 138' 92.70 3Y 67.65 48 5215 60• 41.70 66• 3790 74' 33.80 80' 3125 27' 144' 85.10 37' 62.10 48' 47.85 60' 3830 66' 34.80 74' 31.00 80• 23.70 F aiRONTALCTANGULAR CLAZIN �G MUJxN VERTIGL RECTANGULAR MULLION 6LAtl'dG GLAZING I I j(I PRODUCT PRODUCT -� ,i I � MUi110N SPAN TRIBUTARY 'WIDTH (W) = W'1 + W2 2 HORIZONTAL MUL10N 114.9 - GLAZING PRODUCT VERTICAL P.ECTANG. I MULLION GLAZING PRODUCT �. �I it I ...I_ 91.90 83.50 7A.50 5&90 140.0 135.8 104.7 I Wt i . W2 �l 83.75 ..�_ TRIBUTARY R'DTH (W) = W1 + W2 2 76.15 6790 �10TES: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION 1 CAPACITY). 2.- MULLIONS ON THIS CHART y�s� ORIENTED VERTICALLY AND/Off. tZp f:•�p .c 3.- SEE MULLION CROSS SEGTYL7NS "5139 SHEET 2 OF 21j. PRODUCT REVISED ��.'. S14fLOF ••4G�� as co.ptyi.9 with the Fl.dda �` F UI?tOP_'•��?` Bogd'm9 Cod. NOA-N.. 17-1226.72 ONA1 Ex �Ira,ti,on,Onto 0312812023 t t 1 I i 1 t MIam4• de pro uc on FRANCISCO HERNANDEZ j/ FLORIDA PE N 51393 WanuiactuIing, Inc 1745 W. 33.d Rao Remah. Flaldc. 33012 Ph: (305)354-9952 rc (305)825-51 I6 DRAINING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 3 OF 21 ANCHOR DESIGN LOADS (ANCHOR CAPACTM FOR RECTANGULAR DIULLION'S TABLE#2 ANCHOR DESIGN LOAD - PSF DIMENSIONS ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C ANCHOR TYPE D COWIGUR010NS CONFA.I)FATDNS CONF7:URAM% CONFIGURATIONS MNTH (W) SPAN ill62 1 C3 P2 D3 D4 2Y 7228 140.0 140.0 140,0 140.0 14D.0 140-0 140.0 1404 140.0 140.0 140.0 Sr 52.73 105.46 140.0 14D.0 140.0 140.0 122.15 140.0 1AOA 122-15 140.0 140.0 1. 40.65 81,29 121.94 118.1 140.0 140.0 94.15 140.0 1W.0 94.15 140.0 140.0 60' JH' 3252 65.03 9755 94.50 140.0 140.0 7532 140.0 140.0 75.32 112.98 140.0 56' 2956 59.12 88.68 1 05,90 140.0 140.0 68.48. 135.95 140.0 1 68.49 10231 136.95 74' 26X 52.73 79.10 76.60 140.0 140:D 51.07 1<215 140.0 61.07 91.61 127.15 80' 24.39 48.78 73,16 70.85 140.0 140.0 56.49 112.98 140.0 1 5E49 84.74 112.98 27' 55.26 110.52 14OA- 140.0 140.0 1400 129.D0 140.0 140.0 12BOO 140.0 140.0 37' A0.32 80.65 120.97 1172 140.0 140.0 93.41 140.0 140.0 93.41 t40.0 140.0 48' 31.08 62.16 93.25 90.35 140.0 140.0 72M 140.0 140.0 72.00 108_00 140.0 60' S1, 207 49.73 74.60 72.25 140.0 140.0 57.60 1t120 140.0 57.50 86.40 11520 66' 22.61 4521 67.82 65.70 I31A 140.0 52.36 104.73 140.0 52.36 78.55 104.73 71- 20.16 40.32 60.48 58.60 117.2 140.0 46.70 93.41 140.0ff43.210 70.05 93.41 60' 18.65 37.30 55,95 54.20 i0&_ 140.0 43.20 86.40 129.60 54.80 96.40 27' 48.59 97.18 140.0 140.0 140.0 140.0 112.56 140.0 140.0 117551 14C.0 140.0 37' 35.46 70.91 10637 103.0 140.0 140.0 82.13 140.0 140.0 62.13 12320 140.0 48' 27M 54.66 81.99 79.45 140.0 140.0 63.31 126.62 140.0 53.31 94.97 126,62 60' 21.88 43.73 8559 6355 127.1 14U 50.65 101.J0 140.0 50.65 75.97 101.30 66' 19.88 39.75 59.63. 57.75 115.5 14C.0 46.D4 92.09 138.131 46.G4 69.07 1 92.09 74' 17.73 35.46 53.18 51.50 103.0 139.1 41..07 82.13 123.20 41.07 1 61.60 82.13 80' 16.40 32.BU 49.20 47.65 9530 1i28.7 3J.99 75.97 113.98 37.99 5E98 1 75.97 27' 44.73 89.46 13420 130.0 140.0R140O 103.62 140.0 140.0 103,62 140.0 140.0 37' 32.64 65.20 97.93 94.85 140.0 75.61 140.0 1400 75.61 113.42 1400 1.25.16 5032 75.49 73.10 140D 5829 11E57 140.0 58.29 87.43 116.57 60.20.13 4026 6039 58.50 117.0 46.W 93.26 139.89 46.63 69.94 93.26 66•18.30 38.6D 54.90 53.10 1063 42.39 84.78 127.17 4239 63.58 84JO 74' 16.32 3264 48.98 47.40 94.85 37.81 75.61 113.42 37.81 56.71 75.61 0 30.19 4529 43.85 87.75 34,97 59,94 104.91 34.97 52.46 69.94 27' 3758 75.15 112.73 1D9.2 140.0 140.0 87.04 1 WA 140D 87.04 130.56 140.0 3T 27.42 54M 82.26 79.70 /40.0 140.0 03.52 127.03 140.0 83.52 95.27 127.03 48' 21.14 4227 63.41 61.40 122.E 140.0 46.96 97.92 14OA 4B.96 73.44 9792 80' _ 1,91 3382 50.73 49.10 9&30 132.7 99.17 78.34 11750 39.17 58.75 70.34 88' 15.37 30,74 46.11 44.65 89.35 35.61 71.21 106.82 35.81 53.41 71,21 74• 13.71 27.42 41.13 39.85 79306 �120.6 � 3138 63.52 SS.D 31.76 4Z64 6J 52/D' 12.68 2536 38.04 J6.85 ?5.70 0 2938 58.75 88.13 29.39 44.OB 5835 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON Al SHEETS 7 AND 8 OF 21 A2 SHEET 9 OF 21 AT SHEETS 10 AND I OF 21 Bi 9EET 12 OF 21 82 SHEET 13 OF 21 83 SHEET 13 AND 14 OF 21 Cl SHEET 15 OF 21 C2 SHEET 16 OF 21 C3 SHEET 17 OF 21 02 SHEET 18 OF 21 33 SHEET 18 OF 21 D4 SHEET t8 OF 21 DESCRIPTION OF ANCHORS PER TYPE ANCHOR XMP11014 OF ATTACHMENT TYPE A TROUGH 1• BY ND00 BUCK IRO CONCRE.T_ Ml5GNR'T OR WOOD SUBSTRATE. B IRO CONCRETE SUBSTRATE C INTO METAL SUBSTRATE D NTG METAL SUBSTRATE (kWX3N TO MULLION) FOR ANCHOR CLIPS SEE DETAILS 1 AND 2 ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE DETAILS 5, 6,. 7. 8. 9 AND 10 ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE DETAY 5 3 AND FOR ANCHOR CLIPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 FOR .ANCHOR CUPS SEE DETAILS 3 AND 4 ON ON SHEET 2 OF 2t NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS .SECTIONS ON SHEET 2 OF 21, 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. PRODUCT REVISED as complying with the Florida BoNdhlg Code NDA ,N.. 17-1226.22 Exe��r/7w�ti�fjn Date 03/28/2023 gY LNI YA.%��J^�i� :7YiLr'd I FOR ANCHOR (X1P!S SEE DETAILS 1 AND 2 ON SHEET 2 OF 2,1 KWONTAL GLAZING RECTANGULAR PRODUT MULL �\ I GLAINO H GT.A2NG PP.OLXSCT �!� PRODUCT MULLION SPAN ' I TRIBUTARY WIDTH (W) Al + W2wy'll 2 HQRiZONTj&i VLUQN1 !N F'\ YETilMll RECTANG. MULLION 4 CUBING GLAZING PRODUCT PRODUCT I- Wi -_ W2 TRIBUTARY WIDTH (W) = W1. 4 Wz yFggcAL min 10 { `�C'O 1 Hiz 1 NAL ti� •�• -(lllli jlttt FRANCISCO HERNANDEZ FLORIDA PE 51393 Manufacturing, Inc. 1745 W. SJ-d floes. HkOM FW ids 33012 Ph: (305)364-9952 F-:(305)028-5115 5 W W orb �_0 0 0� , N9 N N� N n m N N DRAWING No. M201 1 DATE: 02- 11-13 SCALE: NTS SHEET 4 OF 21 ANCHOR DESIGN LOADS (ANCHOR CAPACITY FOR RECTANGULAR MLZLIONS TABLE # 3 M CHOR DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF DIMENSIONS ANCHOR TYPE A ANCHOR TYPE B ANCHOR TYPE C OtEi6ON5 ANCHOR T1PE A ANCHOR TYPE 9. ANCHOR TYPE C 'WIDTH (W) SPAN CONFKAATATVIS CONFGURATIONS CONF10J4AlIONS WMK (M SPAN COtiIBJRA?KYNS CONFWRAT"IS cosnGUPATtONS ti 83 C2 C3 A2 AS S2 R3 C2 C3 ZY 64 67.10 1DO.65 140.0 14Q0 140.0 140.0 2T t2O• 4697 70.45 1136.5 1AO,0 IOd.80 140.0 37' 4896 73.45 140.0 140.0 113.42 140.0 S" 34.27 51.41 0160 134.5 79.39 119.09 48- 37.14 56.61 i09.7 140.0 81,43 131.14 48' 60'T 26.42 39.63 76.60 103.5 6110 91.90 EO" 30.19 4529 87-75 118.4 69.94 1D4.91 21.14 31.70 61.40 82.90 48.96 73.44 W. 27.45 41J7 79.75 107.7 6359 95.38 66' 1911 28.82 55.65 75.40 44.5! 6fi75 74' 24.45 M.72 71.15 96.05 56.71 85.07 74' 17.14 25.71 1 49.80 67.25 J9.70 5955 74' 22.65 33,87 65.80 88.85 52.46 78.69 71' 15.85 23.78 46.00 6220 J6.M 55.08 27' 90- 62.0 93.94 140.0 140.0 140D 140.0 27- 126' I 44.73 67.10 130.0 140.0 103.62 140.0 JT 45.70 68.55 132.8 140.0 IOSE6 140D 3T 32.64 48.96 94.85 128.1 15.61 113.42 48" 3523 52.84 102.4 1381 81.60 12240 48' 25,16 37.74 73.10 98.70 58.29 57.43 BO' 28.18 42-27 81.90 110.5 65.28 97.92 60- 20,13 3D.19 5850 79.00 46.63 69.94 68' 25.62 38.43 74.45 100.5 59.35 89.02 66 18.30 27.45 53.15 ?1.90 42.39 53.56 74' 2285 3427 66,40 89.65 5293 79-39 74 16.32 24.48 47.40 64.00 37.81 56.71 74- 21.1,4 31.70 61.44 82.90 48.96 73.44 74• 15.10 22.55 4J.85 59.20 34.97 52.46 27' 96- 1 5&71 8B.07 140.0 140.0 136A0 140.0 27' H 32' 42.70 64.05 124.1 140.0 98.91 , 140.0 37• 4164 64.26 124.5 140.0 99.24 140.0 37' 31.16 46.74 90.55 122.2 72.18 108.27 49" 33.03 49.54 96.00 129.6 76.50 114.75 48 24.02 36.03 69.95 94.25 55.64 83.45 6D" 26.42 39.63 76.80 103.6 61.20 91.50 60 19.21 28,82 55.85 75.40 44.51 ° 66.76 66• 24.02 36.03 69SO 94.25 55.64 83.45 66 77,d7 26.20 50.75 68.55 40.46 60.69 74" 21.42 3113 6225 04.05 49.52 74.43 74" 15.58 23.37 45.25 1 61,10 36.09 54.13 74' 1 19.82 29.72 57.60 77.75 45-W 68.85 74' 14.41 21.62 41.85 56.55 3318 SOX 27• 102' 5526 82,89 140.0 140.0 128.00 140.0 27' I36" 40.84 6116 1183 140.0 94.61 140.0 37" 40.32 60.48 117.2 140.0 93.41 140.0 37' 29.00 44.71 69.04 103.56 48 31.08 46.62 90'S 121.0 72.00 108.00 48' 2291 34,46 �6& *90, 53.22 79:83 2497 37.30 12.25 9755 57.6D 86.40 SO- 18.38 27.57 4257 63.86 86' 2261 33SI 65.70 8&70 5736 7855 66 16.71 25.06 48.55 66.55 38.70 58.06 74' 20.16 30.24 58.60 79.10 46.70 70.05 74' 14,90 22.35 43.30 58.45 3452 51.78 71' 16.65 2797 5420 1 73.15 43.20 64.80 74" 13.78 20.68 40.00 S4.DO 31.93 47.90 1. 1�" 52.19 7818 140.0 1 140.0 120,89 140.0 27' 144' 39.14 58.71 113.7 140.0 90.67 136.00 1• 38.08 $7.12 110.7 140.0 8822 132.32 37" 2856 4184 83.00 112.0 66.18 99.24 48' 29.35 44.03 85,30 1152 68.00 102.00 46' 2202 33.03 64.00 86.40 51.00 76.50 60' 23.48 3523 68.25 92.15 54.40 81.60 60' 17.61 28.42 51.20 69.10 40.80 61.20 86' 21,35 32,02 62.05 83.75 49.45 74AS 66' 16.01 24.02 46,55 62.80 37.09 55.64 74' 1904. 28.56 SS35 74.70 44.11 66.16 74' 1428 21.42 4150 56.00 33.08 49.62 74' 17.61 26.42 5120 69.10 40.80 61.20 1 74" 13.21 19,82 38,40 51.80 30.60 45.90 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON Al SHEETS 7 AM 9 OF 21 A2 SHEET 9 OF 21 A3 SH c!S t0 AND 11 0.- 21 61 SHEET 12 OF 21 82 SIM 13 OF 21 Fi3 .SST 13 AND 14 OF 21 Ct SKEi t5 OF 21 C2 SHOT 15 OF 21 C.3 Sh-ET 17 OF 21 SNFET 19 OF 71 041 SHE 18 OF 21 sHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE ANCHOR CEMPT10N OF ATTACHMENT TYPE A TROUGH 1' 9Y WOOD LUCK INTO CONCRETE, NA-"W OR WOOD SIFd50t1TE. 8 IN10 CONCRETE SU95TRMSE C INTO META. SUBSTRATE p WTO METAL SLIBSTPATE (VULLIO! 70 MUUM) FOR ANCHOR CLIPS SEE DETAILS 1 AND 2 ON ST+.F.TT 2 OF 21 FOR ANCH}R CLIPS r SEE DETAILS \ 5, 5, 7, B, 9, AND 10 ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE DETA S 3 AND 4 ON SHEET 2 OF 21 FOR ANLHCR CLIPS SEE DETAILS 1 AND 2 ON ON SHEET 2 OF 21 I 'I HORQONTAL GLUINGrR,,CTANGIAAR PRODUCT fiECTANGULM I MULLION MAZING GAZING PRODUCT 1 PRODUCT MULLION SP.W TP.IBUTARY MOTH (W) = W1 + N 2 HORIZONTAL u1Jt � ION FOR ANCHOR CUPS SEE DETAILS T 3 AND 4 ON SHEET -2 OF 21 RECTANG. o�T MULLION FOR ANCHOR CLIPS GUtZIFC GLAZ9JC 0 SEE OETNLS PRODUCT PRODUCT 3 AND 4 )N SHEET 2 OF 21 Wi i W2 TRIBUTARY WIDTH (W) = WI + )NOTES: 2 1.- INTERPOLATE FOR INTERMEDIATE VALUES VERNGU.- MUw-o OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY), 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. `1,, 11111 rF/7,, ``gG�..i.lER `�`G�- 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. ��?•' <�,% No 51393 4,- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. PRODUCT REVISED as complying with the Florida 2v_ ��'•. �4tj aI ATE x.7F '•�'\` Building Code �'•, NOA-No. 17-1226.22 A1. E ? Expiration Date 031 812023 7 / ! 1 111111 By l2-tz-t�- Mla ade roduc Oo�rtr 1 FRANCISCO HERNANDEZ r/II FLORIDA PE k 51393 MDnufacturing, Inc 1745 W. 33rd P1aa qd-h, Flatde 33012 Ph: (305)384-9952 F-(305)822-5118 DRAWING No. M2011 DATE: 02-11-13 SCALE: PITS SHEET 5 OF 21 MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE # 4 MULLION DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF DIMENSIMS MULLION MULLION ANCHOR TYPE 8 ANCHOR TYPE C MD14 (W) SPAN 31/2'0 x 0,002' eO L 0.125• CO?IFKSIRATIDNS CONFIGURATIONS OR2 tit3 14 CR2 CP3 C114 27• 140.0 140.0 140.0 143.0 140.0 140.00 140.DO 140.00 37' 1169 140.0 140.0 140.0 I 143.3 12215 140.00 140.00 48' 90.10 140.0 118.1 140A 113.2 94.15 140.00 140.00 39' 72.10 740.0 44.50 127.E 90.55 75.32 112.56 140.00 66• 65.55 129.0 85.90 116.0 82.35 68.48 102.71 1 36.45 74' 58.45 11&0 76.60 103.4 73.45 61,07 91,61 122.'S BO' 54.00 10&4 70.85 9570 67.90 56A9 84.74 112.98 27'9170 140.0 140.0 140.0 140.0 128.00 14 DOD 140M 37' 68.35 134.5 117.2 140.0 112-3 93.41 140.00 140.00 48' 52.70 103.7 121.9 8&55 72.DO 108.00 140.00 b0• 51' 42.15 82,90 97.55 69.25 57.60 86.40 115.20. 68• 38.30 75.40 F54250 88.70 62.95 52.36 7855 104.73 74' - 67.25 79.10 56.15 46.70 70.05 93.41 w• - 6220 73.55 5115 43.20 64.80 6&40 77' 72.40 140A 140.0 140.0 1353 112.55 1 140.00 '40.00 37' 52.85 104.0 103.0 139.1 9&75 82.13 12320 140.00 48• 40.75 80.15 79.45 107.2 76.10 63.31 94.97 126.62 60' �• 32.60 64.15 63.55 H5.60 60.90 i 50-65 75.97 101.30 66' - 58.30 57.75 78.00 55.35 46.04 69.07 92.09 74' - 52.DD 51.50 89.55 49M 41.07 I 61.60 87.13 �• - 48.10 47:65 64.35 45,65 3799 56.98 75.97 IT 27' 6125 120.8 130.0 140.0 124.6 10 ,62 140.00 140.00 37- 4410 88.15 94M 128.1 90.90 75.61 113.42 140.00 48• 34.45 07.90 73.10 9&70 70.10 5829 87.43 1I&V 60' 63' - 54.35 58.50 78.95 55.05 46.63 69.94 93.26 66• - 49.40 53.15 71.80 50.95 42M 6158 84.78 74' - 44.00 47.40 64.00 1 45.45 37.81 567 1 75.61 �• - 40.75 43.85 59.25 42.05 34.97 52.46 69.94 27' 3631 $1.65 109.2 140.0 104.6 67.04 13056 140.00 37' - 107.E 75.35 63.52 95.27 127.03 48• - 82.90 50.85 48.96 73.44 97.92 60• 75' - M-39.85 66.35 47.10 39.17 58.75 78.34 g6• - 60.30 42.80 35.51 53.41 7121 74' - 53.60 38.15 31.76 47.64 6JS2 �• _ - 36.85 49.75 35.30 2938 44.06 5&75 ANCHOR DETAILS CROSS REFERENCE TABLE (ROUND AIULLIONS) CONFIGURATIONSTOP �1EW LOCATED ON SECTION LOCATED ON M2 SHEET 19 OF 21 3EET 21 OF 21 BR3 SHEET 19 OF "71 SILT 21 OF 21 8R4 S FET 20 OF 21 94Er 21 OF 21 CR2 SHET_T 19 OF 21 SHEET 21 OF 21 q13 SHEET 19 OF 21 SHEET 21 OF 21 LR4 SLEET 20 OF 21 SHEET 21 OF 21 DESCRIPTION OF ANCHORS PER TYPE (ROUND MULLIONS) ANCHOR TYPE DF.SCIPTION OF ATrAm:IWENT g INTO CONCRETE SIBS.RATE C INTO METAL SUBSiPoITE NOTES: FOR ANCHOR CUPS SEE DETAL 11 ON SHEET 2 OF 21 -VERTICAL ROUND MULLION rn GLAZING GLAZING FOR ANCHOR CURS PRODUCT PRODUCT- SEE DETAL I ) ON SHEET 2 OF 21 w1 w2 i� TRIBUTARY WIDTH (W) - WI-+ W'2 VEFfrICAL 2 1 MUE LION I 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACIITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21, 3. ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND LOCATIONS ON SHEET 2 OF 21. PRODUCT REVISED as comp Codi Ing with the Florida Tidinge HOA-No. 17-1226.22 Expiration Date 03/2812023 By 2 Miam a e Pro-ducf Cont of SGO 11iER �1' • Ltt.E MSE.'-. Q� No 51393 1 44/\ C), STAI OF Ito o�.•'���`J tz-l2 FRANCISCO HERNANDEZ FLORIDA PE 1f 51393 Manufacturing, h+G- 1745W. 33n1 P! Hidroh, Flnid. SM12 PM. (305)384-9952 Fc (305)928-5113 a 0 W F DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 8 OF 21 B CL ALUM. Vi -} MULLION CUP `A ALUM. TUBE MULLION 1' X 2' X 1/8' 1' X 3" X 1/8' - - TOP VIEW ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG a (1) ULTRACON ANCHORS WITH V1 MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK ALUM. V1 MULLION CUP T , 1" BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND ALUM. TUBE MULLION— I�nl SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION II II 1/2MAX. f NOTE ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2' X 1/6" AND 1" X 3" X 1/8 FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 11 H y II 0-- -- 1/4" ELCO ULTRACON ANCHOR THROUGH i" BY WOOD BUCK 1 3/4' MIN. EMBEDMENT INTO 3" CONCRETE/MASONRY MIN. (1) PER LEG SIDE VIEW A 2' OR 3" ALUMINUM V1 MULLION CLIP - — 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION. 2 5/8" INT LENGTH FOR 1" Y, 3' X 1/8" MULLION, I I� E.D. 2 1/2' MIN. SIDE VIEW 9 ANCHOR CONFIGURATION TYPE Al OR 3OR 3" FOR 1" X 2" OR 1" X. 3" MULLIONS NUMBER OF ANCHORS PER ANGLE a (1) ULTRACON ANCHORS WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK #14 HILTI KWIK FLEX B SELF DRILLING SCREW --- i --j (2) EA. ANGLE 2" X 2" X 1%8' - - ALUM. ANGLE �A ALUM. TUBE MUWON 1- X 2" X 1/8" 1" X 3" X 1/8" - TOP VIEW I � I I ALUM. TUBE MULLION — �I 114 HILTI KWIK FLEX SELF DRIWNG SCREW 11-p (2) EA. ANGLE j! !! 1' BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PR!OR TO MULLION INSTALLATION 1/4" ELCO ULTRACON ANCHOR THROUGH i" BY WOOD BUCK 1 3/4' MIN. EMBEDMENT INTO CONCRETE/MASONRY (1) PER LEG 2" X 4" X 1/8" ALUM. ANGLE 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION. 2 5/8" INT LENGTH FOR 1' X 3" X 1/8" MULLION. 2" X 2' X 1/8" ALUM. ANGLE 114 HILTI KWIK FLEX SELF DRILLING SCREW II Iry----r-0 11 1' BY WOOD BUCKS BY OTHERS (2) EA. ANGLE — -Q ® Ii — 1' BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED p " II S1Wl BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE I N TO TRANSFER LOADS TO THE STRUCTURE AND AND SHALL BE APPROVED BY BUILDING 1/2' SHALL BE APPROVED 13Y BUILDING OFFICIAL OFFICIAL PRIOR TO MULLION INSTALLATION �k— PRIOR TO MULLION INSTALLATION II II I > s n U ° I I ° 1/ 4 ELCO ULTRACON ANCHOR U THROUGH 1' BY WOOD BUCK 3" 1 3/4" MIN. EMBEDMENT INTO MIN. - CONCRETE/MASONRY (1) PER ANGLE SIDE VIEW A NOTE ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULUONS 1" X 2" X 1/8" AND 1" X 3' X i/F. FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. s . 1/4' ELCO ULTRA�OV RfiERq/� E.D. THROUGH 1' BY W (iKfNg:'•.2 1 3/4" M1N. ENT NTO - * 2 1/2' MIN. CONCRETE/MASON No.5i393 (1) PER ANGd SIDE VIEW B STAVE OF PRODUCT REVISED C) , [SR.?. P..•' as eo.PWV with the Florida Bunding Code \ L•111\\ non -No. 17-1226.22 / Exp�Dlt" I2_ I .- g FRANCISCO HERNANDEZ a � FLORIDA PE %/ 51393 - MMnufacturng, Inc 1745 W. S3M Pl— WMoR FWH4. S.',012 Ph: (305)3a4-ca52 F—(305)a2a-5115 DRAWING No. M201 1 DATE: 02-1 1-13 SCALE: NTS SHEET 7 OF 21 T B FCL ALUM. V1 MULLION CLIP CUP , ALUM. TUBE MULLI -- 1' x 2' x 1/8' 1" x 3" x 1/8' TOP VIEW ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1' X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN WOOD WITH V1 MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 4 1' TI I I ALUM. TUBE MULLION II II III II II 111 N I NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1' X 2' X 1/8' AND 1" X 3' X 1/8. FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. 114 HILTI KWIK FLEX SELF DRILLING SCREW (2) EA ANGLE 2' X 2' X 1/8-- ALUM. ANGLE �A ALUM. TUBE MUI 1' x 2" x 1/8" 1' x 3' x 1/8" 3' MIN. SIDE VIEW A V1 MULLION CLIP 2' r� 2' BY WOOD BUCK OR WOODEN STRUCTURE i —ram- — I BY OT SHALLHBE PROPERLY ANCHORED �� TO WITHSTAND LOADS MPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION 1/2" VAX. {— i/4' ELCO ULTRACON ANCHOR 1 3/8' MIN. EMBEDMENT INTO WOOD (1) PER LEG ANCHOR CONFIGURATION'I'YPE Al FOR 1" X 2' OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN WOOD WITH 2" X 2' i/8' ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE B E.D. I 1" MIN. SIDE VIEW B 2' OR 3' 2' X 2' X 1/8- I r CL-•-I ' i• ALUM. ANGLE/ �'14 HILTI KWIK FLEX Ifs-- SELF DRILLING SCREW N r I ! 2' BY WOOD BUCK OR WOODEN (2) E4 ANGLE u ALUM. TUBE MULLION - I STRUCTURE BY OTHERS. 1/2' MAX, - 114 HILTI KWIK FIE( I SELF DRILLING SCREW II-' (2) EA ANGLE I I l I TOP VIEW NOTE: ANCHOR CONFiGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS,1' X 2' X 1/8' AND 1" X 3' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. -MIN. -- SIDE VIEW A SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY �I GLAZING PRODUCTS TO THE STRUCTURE AND \ SHALL BE APPROVED BY BUILDING U OFFICIAL PRIOR TO MULLION INSTALLATION I h N - ALUMINUM Vi MULLION CLIP 1 5/8' INT. LENGTH FOR Sunshine Windows 1' X 2" X 1/8' MULLION' jj MOnufactudn9, Inc. 2 5/8" INT. LENGTH FOR 1 1745 W. J3,d Thies 1" X 3" X 1/8' MULLION,i fkkv,• cw4. 3MI2 vh: (305)384-4052 Fax:(305)d20-5118 2' BY WOOD BUCK OR W00004 STRUCTURE BY OTHERS. I SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSEDIBY GLAZING PRODUCTS TO THE STRUCTURE AND SHAH BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION Z - 1/4' ELCO ULTRACON ANCHORI .d 1 3/8" MIN. EMBEDMENT IN10IWOOD (1) PER LEG a: F 1 -- 2" X 4" X 1/8' ALUM. ANGLE 1 5/8' INT, LENGTH FOR 1' X 2' X 1/8' MULLION. 2 5/8' INT, LENGTH FOR 1" X 3' X 1/8' MULLION. r 2" BY WOOD BUCK OR WOODEI4 STRUCTURE BY OTHERS. cWi SHALL BE PROPERLY ANCHORED_ TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURCAND a SHALL 9E APPROVED BY BUILDING OFFICIAL z 0 8 PRIOR TO MULLION INSTALLATION. o -1/4' ELCO ULTRACON ANCHOR F5 0 g� 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE 0 11+rllllrhrr ` 1" AWN. `� q� 114Eh SE •.tiv <v 1/4' ELCO ULTRACON ANCHOR y`t I o 1 3/8' MIN. EMBEDMENT INTO WOOD SIDE VIEW B _ No, S1393 (1) PER ANGLE - DRAWING Ko. PRODUCT REVISED ='U (Y as co 1yln with tho Florida 1 I(J ��Q •• SIATFOF Building Code NOA-No. 17-1226.22 ,: �<C/\ trrao,.-'G� M201 Expiration Bah 0 1112023 AL, V, \�,` DATE: 02-11-13 I0 SCALE: NTS Mlam ada ro ue 1 FRANCISCO HERNANDEZ FLORIDA PEI51393 SHEET 8 OF 21 ANCHOR CONFIGURATION TVPF N2 .............. FOR I" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE (2) ULTRACON ANCHORS . ..... B WITH 2" X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2' X 5" X 1/8* ALUM. ANGLE .2 2' X 5" x I/C-- 4- 3 5/8' IN7. LENGTH FOR ALUM. ANGLE 114 HILTI XWTK FLEX HILTI KWIX FLEX 5/8 4' X I* X 1/B' MULLION 1' OR 2" SELF DRILLING SCREW SELF DRILLING SCREW TUBE MULLION-- (2) EA. ANGLE 3 3/8- INT. LENGTH FOR 4' X 1- X 1/4- MULLION Sunshine WindowsALUM, I' x 4' x 1/0' (2) EA. ANGLE —1 3 5/8- INT. LENGTH FOR Mawifacturing, Inc- 1' x 4' x 1/4' ALUM. TUBE MULLION ------ 1' x A. 2' X 5 x 1/8- 4* X 2' X 1/8" MULLION 1745 W. 33rd Pk=6 W.1-N FW& 33012 2" x 4* x 1/8* 1* x 4, 1/4' ALUM. ANGLE 1" BY WOOD BUCKS BY TOHERS Ph: (305)364-9952 Fc.-(305)828-5tI8 A CO 2" . 4' 1/2- MAX.. MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE it its r, 'VI 'HALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION v V E,D, T ELCO ULTRACON ANCHOR I* BY WOOD BUCKS BY OTHERS. 2 1/2' MIN. L--1/4- THROUGH 1* BY WOOD BUCK. ELCO ULTRACON ANCHOR SHALL 13E PROPERLY ANCHORED z 10 TRANSFER LOADS TO THE STRUCTURE AND 1 3/4- MIN. EMBEDMENT INTO THROUGH I" BY WOOD BUCK SHALL BE APPROVED BY BUILDING OFFICIAL CONCREIE/MASONRY 1 3/4 MIN. EMBEDMENT INTO PRIOR TO MULLION IN51ALLATION (2) PER ANGLE CONCRETE/MASONRY t-4 1/2- 1/2' SIDE VIEW A SIDE VIEW 9 (2) PER ANGLE AD TOP VIEW go NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR MULLIONS 1' X 4* X 1/8", 1" X 4' X 1/4* AND 2' X 4'x 1/8-. FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPF A2 ;1 IV FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE (2) ULTPACON ANCHORS IN WOOL) .4 10 B WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" X 5* X i/B*---- -2" X 5' X 1 /8' ALUM. ANGLE ALUM. ANGLE #14 HILTI YWIK FLEX 3 5/8' INT. LENGTH FOR 14 HILT) KWIK FLEX SELF DRILLING SCREW 1" OR 2' 4- X 1- X 1/8- MULLION ALUM. TUBE MULLION— SELF DRILLING SCREW (2) EA, ANGLE 1* x 4* x 1/8* (2) EA. ANGLE 3 3/8- INT. LENGTH FOR 4- X 1- X 1/4- MULLION cwi 1" x 4" x 1/4' MJU-ION ALUM. TUBE 3 5/8- INT. LENGTH FOR I/ 2- x 4 /8. I" x 4' x 1 2- X 5- X 1/8- 4- X 2- X 1/8' MULLION Mx Oz M" I" x 4' x 1/4' ALUM. ANGLE A 0 1/2' MAX., 2" x 4- x 1�6' 0 0 ;i 4-- r WOOD BUCK OR WOODEN STRUCTURE BY OTHERS, MUST BE PROPERLY ANCHORED x 0 70 z i:S 52 2 z It 11 11 U TO WITHSTAND LOADS IM 7R, B�AAZING E ;5 E.D. "') ! ,1/4- PRODUCTS TO THE SHALL BE APPROV Rtm- ELCO ULTRACON ANCHOR 1* MIN. L2' PRIOR TO MU LUOSR- BY WOOD BUCK OR WOODEN STRUCTURE 1 318' MIN. EMBEDMENT BY OTHERS. INTO WOOD . L1/4- ELCO ULMCIM'*ANCg,,. SHALL BE PROPERLY ANCHORED (2) PER ANGLE IMPOSED VIEW B 1 3/8' MIN. EhjRWy ENT I (2) PER ANGLE To 1/2' 1/2. TO WITHSTAND LOADS BY GLAZING SIDE = �• PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRODUCT REVISED 0 STAIF pF DRAINING No. TOP VIEW PRIOR TO MULLION INSTALLATION as complying with the Florida dul. M201 1 Building Code 7-1226.22 NOA-No I AL I �N\ SIDE VEW A 0 i DATE: 02-11-13 NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VAUD FOR F I If D t 01MB/2023 1 zz - L MULLIONS I- X 4- X 1/8', 1- X 4- X 1/4- AND 2- X 4' X 1/8-, a 7, SCALE: NTS FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. INZIT'711-ea- FRANCISCO HERNANDEZ Mhami,40.d. ,.duct G.at,01 FLORIDA PE # 51393 SHEET 2' X 5" X 1/8— ALUM. ANGLE ALUM. TUBE MUWON- 1" x 4' x 1/8' 1" x 4" x 1/4" 2' x 4" x 1/8' N A o� 7 B I—CL 4 '- 1/2' 1/2" TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS WITH 2" X 5" X 1/8- ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 4" 114 MLTI KWIK FLEX p 14 HILP KWIK FLEX I" OR 2' SELF DRILLING SCREW SELF DRILLING SCREW 1' (3) EA ANGLE (3) EA. ANGLE ALUM. TUBE MULLION --- i ' t 1' x 4' x 1/8" 2" X 5" X 1/8" i' x 4" x 1/4' ki i ALUM. ANGLE 2" It 4' It 1/8' .11 " ntt , n n >N y 4 4U, u i- --1/4' ELCO ULTRACON ANCHOR 1" BY WOOD BUCKS BY OTHERS. THROUGH 1" BY WOOD BUCK SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' WN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A INOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR fI MULLIONS 1' X 4" X 1/8", 1" X 4" X 1/4" AND 2 X d' X 1/8"- FOR ANCHOR DESIGN LOADS SEE TABLES d 2 AND # 3 ON SHEETS 4 AND 5 OF 21. 2" X 5" X 1/8'-- - t ALUM. ANGLE i �-CLI ALUM. TUBE MULUON i i' x 4' x 1/8' 1" x 4" x 1/4" --- 2" x 4" x i/8" iv ,A I I I--CL I �-,!• 1/2' 1/2' TOP VIEW MAX. e 'I v4 v E.D. _4 2 1/2" USN. SIDE VIEW B 2' X 5" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4- X I- X 1/8" MULLION 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4' MULLION 3 5/8' NT. LENGTH FOR 4' X 2" X. 1/0' MULLION 1' BY WOOD BUCKS BY TOHERSj SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATIONS 1 S L1/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT IN- CONCRETE/MASONRY (3) PER ANGLE ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE:. 2" BY WOOD BUCK OR WOODEN STRUCTURE 1" OR 2" 114 HILn KWIK FLEX 2" X 5" X 1/8" ALUM. ANGLE SELF DRILUNG SCREW 3 5/8" INT. LENGTH FOR Monufucturing, Ix 1745 W- 331d P— M.k.A florid. 33012 M: (305)364-9952 Foc(305)028-51 I f 4" X 1" X 1/8" MULLIONALUM. TUBE MULLION (3) ANGLE -- A. 3 3/8'INT LENGTH FOR w 1" x 4" x 1/8' 1" x 4" x 1/4' 2" x 4" x 1/8' 2" X 5- X 1/8- J14 HILTI KWIK FLEX ALUM. ANGLE SELF DRILLING SCREW (3) Fk ANGLE 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1' X 4" X 1/8", 1' X 4' X 1/4' AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES I{ 2 AND f 3 ON SHEETS 4 AND 5 OF 21. 1/4" ELCO ULTRACON ANCHOR 1 3/8' MIN. EMBEDMENT INTO WOOD (3) PER ANGLE 1/2' MAX. 4" X 1' X 1/4' MULLION r n 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8' MULLION N $ CL i c. 1 I — 2' BY WOOD BUCK OR WOODENjSTRUCTURE 8 BY OTHERS. SHALL BE PROPERLY ANCHOREDI TO WITHSTAND LOADS GLAZING 4 zo iE , TRI IMJPO THERREEI Y ). TO R V U+G PRIOR TO MU1110N .I� 1�.N� f •. gjil� 1, h � r N 1' MIN. 1/4' ELCO ULTRAC A?JCHOR .ct'r, 1 3/8" MIN. EMB M�t4T 1900 _ SIDE VIEW B (3) PER ANGLE=* 11 * ' PRODUCT REVISED �� '•, .: with the Florida ' F z N `- DRAWING No - ea comp)ping Q STATE OF ���\ eu ,ding Code T '•. NOA-No. 17-1226.22 RIDP••C'(j`�\ M 2 � E`�� DATE: 02-11-15 Expiration Date 03! 12023 �1_ %, 1 Z - ('L�-u(* i SCALE: NTS Byulk Mlam a e Frodmt on FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 10 OF 21 B 2" X 5' X ALUM. ANGLE ALUMINUM TUBE MULLION - 2- X 6- X 1/8" - — 2" X 6' X 1/4- A N —_ l 1 1/2" 1 1/2' TOP VIEW IV 2" X 5" X 1/8" — - --- ALUM. ANGLE I t--CLI ALUMINUM TUBE MULLION 2' X 6- X 1/8' 2' X 6- X 1 /4- �A hi I I II TOP VIEW 1 1/2` 1 1/2' ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK g 14 HILTI KWIK, FLEX 114 HILTI KW!K FLEX 2 — SELF DRILLING SCREW SELF DRILLING SCREW -7 5/B" 5/8 --t (3) EA ANGLE (3) EA. ANGL ALUM. TUBE MULLION i I I r -CL 2"X6'X i/8'� 2"X5'X 1/6'-- 2' X 6' X 1/4' Ip ALUM. ANGLE lip nl ;I------ -- 1/Z" MAXI_ Lf� it .1 �• -- li } II II 11 rrr ��� 111t--tY--- i I II Ve 'u" d u� ED. -1" BY WOOD BUCKS 9Y OTHERS- L-1/4" ELCO ULTRACON ANCHOR ' SHALL BE PROPERLY ANCHORED THROUGH 1' BY WOOD BUCK 2 tJ2" MIN. TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFlGURATX)N TYPE A3 AS SHOWN IS VAUD FOR MULLIONS 2" X 6" X 1/6" AND 2' X 6' X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND if 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2' BY WOOD BUCK OR WOODEN STRUCTURE j 2' X 5" X 1/8' ALUM. ANGLE 5 5/1" INT, LENGTH FOR 2" X 6" X 1/8" MULLION 5 3/8- INT. LENGTH FOR 2" X 6- X 1/4" MULLION 2" BY WOOD BUCK OR WOODEN STRUCTURE 1BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRJOR TO MULLION INSTALLATION 1/4' ELCO ULTRACON ANqMORItIIIlrrrr 1 3/8' MIN. EMBEDM, ENT' %g0gd*/lN r ., 3 PER ANGLE ��G '..... .." ' _ No. 51393 SIDE VIEW B PRODUCT REVISED as compiling with the Florida %�O�•., slnrr or •' tv�: Building Cade W NOA-Mo. 17-1226.22iV.1G Expirat"yan Date 03128/2023 A1-1i1 2' X 5" X 1/8" ALUM. ANGLE 5 5/8" INT. LENGTH FOR 2" X 6" X 1/8- MULLION 5 3/8- INT. LENGTH FOR 2" X 6" X 1/4" MULLION 1" BY WOOD BUCKS BY TOHERS. SHALL BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION 1NST.ALLI PON 1/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4' MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 2' #14 HILTI KWIK FLX #14 HILT] KWIK FLEX ----t- SELF DRILLING SCREW SELF DRILLING SCREW ALUM. TUBE MULUON ---�i ( (3) E4. ANGLE (3) EA. ANGLE 2• X 6" X 1/8' (t 3 r 2" X 5' X 1/8' 2' X 6" X 1/4' I ALUM. ANGLE L-1/4" ELCO ULTRACON ANCHOR 1 3/8' MIN. EMBEDMENT 2" BY WOOD BUCK OR WOODEN STRUCTURE INTO WOOD BY OTHERS. (3) PER ANGLE SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A 1" MIN. NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 2" X 6" X 1/8' AND 2' X 6" X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND 13 ON SHEETS 4 AND 5 OF 21. lZ-IZ-L�- uc nI FRANCISCO HERNANDEZ jJ FLORIDA PE # 51393 Manufacturing, Inc 1745 W. 33n1 PI-, IGoi-h. Rari__ 33012 Ph: (305)364-9952 Fe (305)925-5119 0 0 O 0 U O 3 0w N n O� N O � N 2 N DRAWING No. '. M2011 DATE: 02-11-13 SCALE: TUTS SHEET 11 OF 21 B FCL N ALUM. VI MULLION CLIP - ? ► A FF III ALUM. TUBE MUI i"x2'x 1/8 1"x3"x 1/8' CJ 1 �\ VARIES TOP VIEW ANCHOR CONFIGURATIiON TYPE B1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN CONCRETE WITH V1 MULLION CLIP SUBSTRATE: 3.000 PSI CONCRETE 1" � 1 I I ALUM. TUBE MULUON-- r" ALUM. V1 MULLION CUP II II it II I I I 1 /2' MAX. P I i' II oIjc ( 1�1/4" ELCO ULTRACON ANCHOR 1 3/4' MIN. EMBEDMENT INTO CONCRETE (1) PER LEG MIN. SIDE VIEW A 2' OR 3" - 1 j — ALUMINUM V1 MULUON CUP 1 5/8' INT. LENGTH FOR 1" X 2' X 1/8" MULLION i ------�� ------yt I j 2 5/8" INT. LENGTH FOR 1' X 3" X 1/8" MULLION r� k N c U — 1/ 4" ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO E.D_ CONCRETE 2 1/2- MIN. (1) PER LEG NOTE: ANCHOR CONFIGURATION TYPE B1 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1" X 2' X 1/8" AND i' X 3' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. SIDE VIEW B ANCHOR CONFIGURATION TYPE B1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ULTRACON ANCHORS IN CONCRETE WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: 3.000 PSI CONCRETE 2" OR 3" `► 114 HILT! KWIK FLEX B SELF ORILUNIG SCREW (2) EA. ANGLE CL--� _ N 2' X 2" X 1/8'--- —� ALUM. ANGLE ►A ALUM, TUBE MULLION I" x 2" x 1/8' I" x 3' z 1/8" VARIES TOP VIEW 1 T-ti-- ALUM. TUBE MULLION - I I / 14 HiLTI KWIK FLEX — CFI — 2" X 2" X i 8" SELF DRILLING SCREW I1` 1. ALUM. ANGLE II (2) EA ANGLE 11 11 n II it II —1/4' ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO 3 CONCRETE MIN. (1) PER ANGLE SIDE VIEW A 1 #14 HILTI KWIK FLEX F SELF DRILLING SCREW II (2) EA ANGLE 11 1/2" MAX. , i E.D. NOTE: ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. 2 1/2' MIN. _ 2' X 4" X 1/8' ALUM. ANGLE 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION i — — — — 2 5/1' INT. LENGTH FOR ® " Q 1" X 3" X 1/8" MULLION � B 1111 i111„ a jj n n �HFRNq''9: (i— - 1 /4" ELCO U 'AMWt IWt 1 3/4' MIN.�170"ENT NTO 0� �- CONCRETE - No. 513113 _ (1) PER ANa or ; t knu'acturing, Inc. 1745 W. 33rd Place HW..N fl.1W. 33012 Ph: (305)354-9952 F—..(305)07E-511a SIDE VIEW B rO�'•• FIATE (lF DRAWING No. PRODUCT REVISED i, �< R101 M201 1 as complying with tha Flortda Euiiding Code NOA-No. 17-1226.22 - 1j111\\\ PATE: 02-11-13 Ex 1,. na Date,�, �0312812023 ( ( SCALE: NTS FRANCISCO HEftNA1JDEZ FLORIDA PE 4 51393 SHEET 12 OF 21 ANCHOR CONFIGURATION TYPE R2 f FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (2) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE g -- - ALUM, ANGLE — 4- 2" x 5' x 1/8" ALUM. ANGLE Sunshine Windows i — #14 HILTI KWIK FLEX #14 HILTI KWIK FLEX i5,/8" 5/8 3 5/8- WT. LENGTH FOR MenU(OCturirl. Inc. 1' OR 2" _ +- �4" X 1" X 1 8 MULLION nos w.:xd Pf— ALUM, TUBE MULLION----- --- SELF GRILLING SCPEW SELF DR!LUNG SCREW / " 1" x 4" x 1/8" I I # r (2) EA- ANGLE (2) EA .ANGLE I p —Ar 3 3/8" iNT. LENGTH FOR � 305)394-�t2 1" x 4" x 1/a =---- I ALUM. TUBE MULLION -- i I I i -_ II 4' X 1" X 1/4" MULLION Fox:1�o5)ezls-5+. to 2" x 4" x 1/8" 1" x 4' x 1/8' I - 2• X 5' X 1/8" fir- i - 3 5/8' INT, LENGTH FOR ALUM. ANGLE �I ® 4` X 2' X 1/5" MULLION ` A o 2' x 4" x 1/8" it I, i 1/2" MAX. ! ° ° 1/4' ELCO ULTRACON ANCHOR IS 1. u u " > U, 1 3/4' MIN. EMBEDMENT INTO .a u u,. u CONCRETE z -t-1/4" ELCO ULTRACON ANCHOR s I�x:vN (2) PER ANGLE Oy 1 3/4' MIN, EMBEDMENT INTO -7 — — CONCRETE �+ II I SIDE VIEW B 1/2"1 SIDE VIEW A (2) PER ANGLE ice-<- /Z" W TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE 82 AS SHOWN IS VALID FOR E� MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4' X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES B 2 AND If 3 ON SHEETS 5 AND 6 OF 22. a ¢ a 3 W �z �z z 4 oPu 0 O Io r 0IZI � m N No. ril'.193 0 In 0 I PRODUCT REVISED '��". srnieo4 :14.. I '� DRAWING No. as complying with the Florida ' T�-. FI ORIOH,•' G\?� M2(] 11 Building Code NoA-No. 1T-1226.22 �?�` ; E ra Ion Dais (1312812023 IIAI`0,,` DATE:Q2-11-13 I Z-12- 11 - SCALE: WS B y FRANCISCO HERNANDEZ Miam ade Product o tr FLORIDA PE # 51393 SHEET 13 OF 21 ANCHOR CONFIGURATION TYPE B3 FOR 2" X 5" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN CONCRETE B WITH 2" X 5' X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 2' X 5' X 1/8*----- -- 2" x 5' x 1/8" ALUM. ANGLE 6" I ALUM. ANGLE T T �FOR 2' X 6" X 1/8" MULLION 5 5/8" INT. LENGTH 2' 14 HILTI KW K FLEX # i 4 HILTI KWIK Fl EX �l5/8" 5/8i 5 3/8' !NT. LENGTH -- SELF DRILLING SCREW SELF DRILLING SCREW — _ i FOR 2' X. 6' X 1/4' MULLION ALUM. TUBE MULUCN — _ _ f— 2 (3) EA ANGLE (3) EA ANGLE 2" X 6" X 1/8" ALUM. TUBE MULLION i 1, I 2' X 6' X 4 1/" I 2' x 6" X 1/8" -' ' " _--- I n_ 2X 5X 1/BL__ a 2' X 6' X 1/4" p ' I ALUM. ANGLE-� 1/2 A MAX I ' 1 4(TW BUILCEX iAPCON`` / 1 3/4" MIN, EMBEDMENT INTO o CONCRETE II E-D- --1/4' ffW 6WLDEX TAPCON {2 1/2" MIN, (3) PER ANGLE 1 3/4' MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE SIDE VIEW B 1 1/2' 1 1/2' TOP VIEW IV B 2'X5'X 1 ALUM. ANGLE ALUM. TUBE MULUON- 1" x 4" x 1/8' 1" x 4' x 1/4' 2" x 4" x 1/8' N 4_ ►A 11/2'" TOP VIEW SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID FOR MULUONS 2" X 6' X 1/8' AND 2" X 6' X 1/4.. FOR ANCHOR DESIGN LOADS SEE TABLES A 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE B3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 4" 1" 2' i)14 HILT] KWiK FLEX 14 HILTI KWIK FLEX 5/8' OR 1 SELF DRILLING SCREW SELF DRILLING SCREW }" { (3) EA. ANGLE (3) EA. ANGLE ALUM. TUBE MULLION-4 1* x 4" x 1/8" 2' X 5" X 1/8' 1' x 4" x 1/4" I I ALUM. ANGLE 2" x 4' x 1/8" II II 11 s° �°11 -----.- 1/4' ITW BUILDEX TAPCON SIDE VIEW A 1 3/4' MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE f-2: X 5" X 1/8" ALUM, ANGLE i/8 I 4-X 1' X 1/8" MULLION j 3 5/8" TNT. LENGTH FDR ( I 3 3/8' INT. LENGTH FOR I 4" X i" X 1MULLION® " INT. LENGTH R3 5/84" X 2' X 1/8" MUWON 1/4' tTW BUILDER TA?CON n ° �° °- u ' 1 3/4' MIN. EMB�IdF�Nj/INTO iff ,,1 CONCRETE ( Go, HEf A '/I/ (3) PER�41l�C�Ljr?.rNs�9?��,; /2SIDE VIEW B r PRODUCT REVISED an complying with the Florida No 5711,13 = 6uliding f`ada HOA-No. 1 7-1226.22 STATE <(/` Exptratlon Data 0312 72023 By.. -)F ade product ntr NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID FOR MULLIONS 1' X 4' X 1/8', 1" X 4" X 1/4' AND 2' X 4' X 1/8". 2—IZ—( }- FOR ANCHOR DESIGN LOADS SEE TABLES !1 2 AND f 3 ON SHEETS 4 AND 5 OF 21. FRANCISCO HERNANDEZ r FLORIDA PE #f 51393 L MINill(OcWvig, !Dc. 1745 W 33rd Plop Walwh. Flalde 33012 Ph: (305)354-9952 Fow:(305)5211-5115 n N 7 DRAWING No.. M2011 DATE: 02-11-13 SCALE: NIS SHEET 14 OF 21 ALUM. V1 -- MULLION CUP �A ALUM. TUBE MULLION 1" z 2" x 1/8" 1" x 3" x 1/8" B C _r- L TOP VIEW — 2' X 2' X 1/8j B ALUM, ANGLE CL-� J 14 HILTI KWIK FLEX -" SELF DRILLING SCREW (2) EA ANGLE �A ALUM. TUBE MULUON 1" x 2" x 1/8" - 1' x 3" x 1/8' ANCHOR CONFIGURATION TYPE, C1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS FER LEG = (1) HILTI KWIK FLEX SELF DR!LUNG SCREW IN METAL WITH V1 MULLION CLIP SUBSTRATE: METAL 2" OR 3' —ALUMINUM Y7 MULLION CUP 1 5/8' INT. LENGTH FOR 1" X 2' X 1/8' MULLION I I I I 2 5/8" INT. LENGTH FOR ALUM. TUBE MULUON I I 1 ! 1' X 3" X 1/8' MULLION II II II h ANY APPROVED MULLION OR IH II II II METAL STRUCTURAL MEMBERS BY OTHERS II It d 11 SHALL WITHSTAND ANCHOR SHEAR FORCES 1/2" MAX..k - - MINIMUM THICKNESS 1 8 114 HILT] KWIK FLEX -- _ / " — SELF DRILUNNG SCREW - (SEE NOTE 7 ON SHEET 1) (1) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL -ANY APPROVED MULLION OR I PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS L— #14 HILT] KWIK FLEX SHALL WITHSTAND ANCHOR SHEAR FORCES SELF DRILLING SCREW MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1)(1) PER LEG SHALL BE APPROVED 6Y BUILDING OFFICIAL -4- PRIOR 10 MULLION INSTALLATION 1 MIN. SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1' X 3' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE / 2 ON SHEET 4 OF 21. ANCHOR CONTIGURATION TYPE C1. FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1, 2' OR 3' 5/8' 5/8 I ALUMINUM 5/8'INT.T. LENGTHFOR XB• ANGLE T 1" X 2" X 1/8' MULLION ALUM. TUBE MULLION II SEL HILF DRI1LLINGNGKWIFLEX SELSCREW -1 (f14 HILTI KWLK FLEX II (2) EA ANGLE. I TI 2' X 2' X 1 /8' I IF SELF DRILLING SCREW — ALUM. ANGLE _ @ I (2) FA. ANGLE I� P 114 HILTI KWIK FLEX /2'— SELF DRILLING SCREW (1) EA. ANGLE ANY APPROVED MULLION OR PRODUCT REVISED METAL STRUCTURAL MEMBERS BY OTHERS as complying with the Florida _ SHALL WITHSTAND ANCHOR SHEAR FORCES BOA -No Codo NOA-No. 17-1226.22 E.D. MINIMUM THICKNESS = I/8" (SEE NOTE 7 ON SHEET 1) g !radon Date 03/2012023 — - SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION ey { Min I Dade Product o TOP VIEW SIDE VIEW A -� SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 2 5/8" INT. LENGTH FOR 1' X 3" X 1/8' MULLION [ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET" I)... I SHALL BE APPR A> D ®UM�1Qr�yCIAL PRIOR TO MULk49A71Q�{"' #14 HILTI KWIK '- Nv. St35:1 SELF DRILUNG SCFEW (1) EA. ANGLE = ro :O� Ff r+1DR••G�: IZ-1'Z-I PL_ FRA14CISCO HERNANDEZ FLORIDA PE # 51393 Sunshine VinlJows Mcinufochmg, Irc. 1745 M_ 33M Pisce Ifd.,n, nwW 3M12 Ptt (305)364-9952 Fm (305)92S-511e DRAWING No. M2011 DATE: 02-11-13 SCALE NTS SHEET 15 OF 21 B 1 ALUM. TUBE MUUJDN- 1' x 4" x 1/8' _ 2"x4'x 1/8' �� lam— 'A 1/2" TOP VIEW IV B 2• X p• v ,�o• ALUM. ALUM. TUBE MULL'ON 1' x 4' x 1/8' 2' x 4" x 1/8' �A0 1/2' TOP VIEW ANCHOR CONFIGURATION TYPE C2 FOR 1' X 4" OR 2" X 4' MULLIONS NUMBER OF ANCHORS PER LEG = (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH VI AND V2 CLIPS SUBSTRATE: METAL ALUM. MULLION CLIP i" OR 2" V1 CUP FOR 1" MULL V2 CUP FOR 2" MULL 1 11 1 #14 HILTI KWIK FLEX _4" ALUM. TUBE MULLION (nl� I I III SELF DRILLING SCREW � (2) PER LEG L-ANY APPROVED MULLION OR 1� MAX. 4 METAL STRUCTURAL MEMBERS BY OTHERS �— SHALL WITHSTAND ANCHOR SHEAR FORCES - MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL 1/2- PRIOR TO MULLION INSTALLATION E.D. SIDE VIEW A i" MIN. SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VAUD FOR 1" X 4" X 1/8" AND 2" X 4" X 1/8' MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES j 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ALUMINUM V1 MULLION CUP 3 5/8' INT. LENGTH FOR 1' X 4" X 1/8" MUWON ALLUM?NUM V2 MULLION CUP 3 5/B' INT. LENGTH FOR 2" X 4" X 1/8" MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8'i (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION #14 HILTI KWIK FLEX SELF DRILLING SCREW (2) PER LEG ANCHOR CONFIGURATION TYPE C2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 4" r-2' X 2" X 1/8" ALUM. ANGLE "--" 3 5/8' INT. LENGTH FOR 1" OR 2"�S/8' S,78• { 4" X 1' X 1/8' MULLION -� 3 3/8" INT. LENGTH FOR 4- X 1- X 1/4' MULLION (t14 HILTI KWIK FLIX I I 3 5'8" INT. LLENGTH FOR ALUM, TUBE MULLION I i 114 HILTI KWIX FLEX SELF DRAWNG SCREW 1 I I 7 SE tf DRILLING SCREW (2) PER ANGLE __ _ _ _ _ I 4' X 2" X 1/B" MULLION 14 HILTI KWIK FLEX--��Ii- �L (2) PER ANGLE QQ Ij ANY APPROVED MULLION OR'SELF DRILLING SCREW IIj1�1� I II I METAL STRUCTURAL MEMBERS BY OTHERS (2) PER ANGLE 11 I II II SHALL WITHSTAND ANCHOR SHEAR FORCES 1L?_ - — MINIMUM THICKNESS = 1/81 (SEE NOTE 7 ON SHA) III,, LSHALL BE APPROV6I I OF CI ANY APPROVED MULLION OR PRODUCT REVISED PRIOR TO MUl1lQN� EAi1Nq METAL STRUCTURAL MEMBERS BY OTHERS as complying with the Florida E D ` `1c9NSF ., 1 I SHALL WITHSTAND ANCHOR SHEAR FORCES euudlng code f14 HILTI KWIIG Ft SELF DRILLNG 5 11% NOA-No. 1T-1226.22 1• MIN. (2) PER ANGLE N..51393 MINIMUM THICKNESS = 1/8- (SEE NOTE 7 ON SHEET 1) Ex iration Date 03i26/2023 = * >t 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL i p q = PRIOR TO MULLION INSTALLATION ey Miam 'ado Product . i ��p `• srni t of - ` tvW, SIDE VIEW A + SIDE VIEW B i!ff NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR1" X 4" X 1/8', 1" X 4" X 1/4' AND 2" X 4- X 1/8' MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. FLORIDA PE # 51393 knufadu*' k. 1745 M. 33-d Pbee Me4enh• R.4dc 3M12 Ph: (305).104-9952 F_(305)625 -51IS r i N DRAWING No. M2011 DATE: 02-1 1-13 SCALE: NTS SHEET IS OF 21 ANCHOR CONFIGURATION TYPE C3 FOR 1" X 4", 2" X 4" OR 2" X. 6" MULLIONS NUMBER OF ANCHORS PER LEG = (3) HILTI KN9K FLEX SELF DRILLING SCREW IN METAL i B WITH VI AND V2 CUPS SUBSTRATE: METAL —ALUM. MULLION CLIP ALUM. TUBE MULLK)N ! V1 CLIP FOR 1" MULL 1' OR 2" 4' OR 6' 1--ALUMINUM V1 MULLION CLIP 1" x 4" x 1/B" V2 CUP FOR 2" MULL r (- i 3 5/B" INT, LENGTH FOR Sunshine iYndnws 2' x 4" x 1/8' I ii X 4" X 1/8" MULLION 2' x 6' x 1/8' I II ALUMINUM V2 MULLION CLIP 11745 WCf33M I.. _ 114 HILTI KW K FLEX I Wxs w. s3 d M12 r---- 3 5/8' INT. LENGTH FOR 1{ I.�,, p{p,ida 33o1z ALUM. TUBE MULLION %n� SELF DRILLING SCREW �i 2' X 4" X 1/8" MULLION Ph: (305)364-9932 ' (PER LEG I _ I vo3o5)ers slle t L_rI II III (-) �, ------ �1 iv----. A — — — — — I1 ' ---- II -ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS I SHALL WITHSTAND ANCHOR SHEAR FORCES {` MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) ED. l 1/2' 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL 1' MIN" PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN 15 VAUO FOR 1-X4"X 1/8',2"X4'X 1/8"AND 2"X6'X1/8' FOR ANCHOR DESIGN LOADS SEE TABLES d 2 AND if 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGtiRATION TYPE C3 FOR 1" X 4", 2" X 4" OR 2' X 6' MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 4" OR 6" ALUM. TUBE MULLION---- -- I" x 4' x 1/8" 1" x 4' x 1/4' 2" x 4' x 1 /B" 2" x 6' x 1/8' 2" x 6' x 1/4" CL l' OR 2" 2" X 4' % 1/8' ALUM. TUBE MULLION I�-j #14 HILTI KWIK FLEX ALUM, ANGLE tl + r-- SELF DRILLING SCREW #14 HILTI KWIK FLEX �� L1 (3) PER ANGLE SELF DRILLING SCREW III ill Ll (3) PER ANGLE 14 TOP VIEW ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 114 HILTI KWIK FLEX SELF DRILLING SCREW (3) PER ANGLE 1/2" MAX_ d QED 1' MIN. SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VAUD FOR MULLIONS 1" X 4' X 1/8 1" X 4' X 1/4', 2' X 4" X 1/8', 2" X 6" X 1/8' AND 2" X 6" X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES j 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. -ANY APPROVED MULLION OR METAL STRUCTRAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNFSS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICAL PRIOR TD MULLION INSTALLATION #14 HILTI KWIK FLEX SELF DRILLING SCREW (3) PER LEG •-2" X 2" X 1/8" ALUM. ANGLE 3 5/8- INT. LENGTH FOR 1' X 4" X 1/8' MULLION 3 3/8" INT. LENGTH FOR I' X 4" X 1/4" MULLION 3 5/8 MT. LENGTH FOR 2' X 4' X 1/8" MULLION i 5 5/8" INT. LENGTH FOR 2" X 6' X 1/4' MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS I SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED IIBUIDDINGIgfFICIAL PRIOR TO MULLION 1144 I w GX. . , , RH4�q, 114 HILP. KWIK F IF 9}�11 lWiT SC"• Ct` ' (3) PER ANGLE _ 4:' No. 51393 ' U� �N �N oV 00 UO uE zE z ✓y � w zx o' , o t OI10 N SIDE VIEW B PRODUCT REVISED �1 '•, - SI ATE OF DRAW NG No. as complying with the Florida Building Code NOA-No. 17_1226,22 .• T,• 1' a .. G\`� LORID._ M201 02-11-13 ONA " �Ci'� DATE; Exp' at' n Date 0312812023 p I1 t 1111511 I 1z—IZ-I -• SCALE: NTS Br FRANCISCO HERNANDEZ j SHEET 17 OF 21 Mlam, ade Produc Co of FLORIDA PE # 51393 I N O ANCHOR CONFIGURATIONS D2, D3 AND D4 ;MULLION TO MULLION CONVECTION FOR 1" X 2", 1" X 3" ANO I" X 4" MULLIONS WITH U CLIPS SUBSTRATE: METAL I►c I►c 11c I►c 2 2' I - 15/8- 5/8"1 15/8" 5/8"1 15/8" 5/61 1_11-4 il 11-JI -1 I - I I I n I® ® I I® m I 1(D ® I N I l I I 1 I -�`----�'---,r.._�.--- 3• 4OR..6 ....... I►c 11c I►c ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 FOR 1" X 2" TO 1" X 2" FOR 1" X 2" TO i" X 3" FOR I" X 2" TO 1" X 4" CONNECTION CONNECTION CONNECTION SECTION C-C 'CLIP E "U" CLIP DETAIL 1 SHEET 2 OF 21 1 3' I 1 ® �//8�7/6_ ( I 7/8- 5/8-I i u 1 I M c I ( 1.. _. 3' 15/8" 5/8-1 1 1 I5 ® (D I 1 /8 . 7/8" 7/8" 5/8.1 1 _.4�__ I� I i5, � I ®15/16" ® 1 15/15'(D 1 .15/16'. '.5/81 Manufaduti% Irc. 1745 M. 33rd PIwe !Nclnuq Fluldo 33012 . h: (30S)82t QS52 Fca-(.105 B-5113 3" ( � 4' OR 6'-----�- _ I � 4 DR6- (► C "U" CLIP (TYPICAL) 11 C I/ C ANCIIOR CONFIC, D3 ANCHOR CONFIG. D3 ANCHOR CONFIG. Doi FOR 1 " X 3" TO 1 " X 3" FOR 1 " X 3" TO 1 " X 4" FOR 1 " X 4" TO I" X i4" z w CONNECTION CONNECTION CONNECTION u + NOTE: ALL SCREWS USED FOR MULLION TO MULLION CONNECTIONS SHOWN ON THS SHEET SHALL BE 114 HILTI KWIK FLEX SELF DRILLING SCREW FOR ANCHORS DESIGN LOADS SEE TABLE f 2 ON SHEET 4 OF 21. 2z 2 " 80 z I< z � zx 4 ,f, zt 4 � Nq .� �N .......... ' No 51393 * *'. PRODUCT REVISED 9 : e zi IN as comptyIng with the Florida i�t,7 S1A1E �:F [L�.'` •' DRAWING No. Building Code 17-1226.22 '� M 2 1 1 NOA-No. \�G \ �- !ration Date 03/2812023AL. �,I` li,1t11 f P— DATE:02-11-1J SCALE: N1S t171am' adept uc o / Lt / FRANCISCO HEERNANDEZ FLORIDA PE 51393 r SHEET 18 OF 21 TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE —3 1/z"0 DR 4'0 TYPE BR2, BR3, CR2 AND CR3 1 FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULLION ROUND MULLIONS ALUM. TUBE MULLION j 3 1 J2'0 AND 4"0 r 1/8' THICK ALUM. CIRCULAR PLATE STRUCTURAL WALL/BEAM- I I i WELDED TO ALUM. SLEEVE. j i \ Sunshine Windows \ Manufacturing, Inc. 1745 W. 33rd PIa STRUCTURAL WALL/BEAM ! lokah Flxido 3XQ Ph: (JOS)354-SB52 Fo (305)528-5115 C 1 —� 3 112"0 OR 4"1' ALUM. TUBE MULLION _- , — 1 — --- -- �— cam! D, r� ALUM. SLEEVE FOR 3 1/2"0 OR 4"0 I\• I I `I O # ALUM. TUBE MULLION \ MI f _ —i— VARIES STRUCTURAL WALL - �- OR BEAM 5 1/2" FOR 3 1/2" QMULLION 6' FOR 4'0 MULLION\^ / {\ \ \y' \ tii VARIES F 1/ \ 90' \ y T \ ANCHOR CONFIGURATION 5 1/2' FOR 3 1/2'0 MULUON n \\ \ '� �� `� 6' FOR 4'0 MULLION BR2 AND CR2 Fi FOR 180' ANGLE \ / \ �\ ' !' ' ANCHOR CONFIGURATION BR3 AND CR3 a d FOR 135 ANGLE ALUM. TUBE MULLION / -- 1/8" THICK ALUM. CIRCULAR "PLATE IcW ALUM. SLEEVE - WELDED TO ALUM. SLEEVE. o o FOR 3 1/2'0 OR 4"0 ALUM. TUBE MULLION f VARIES 5 1/2" FOR 3 1/2"0 MULLION 6" FOR 4'0 MULUON ANCHOR CONFIGURATION BR3 AND CR3 FOR 90' ANGLE NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 11 4 ON SHEET 6 OF 21. N V F V O Ipo zw z z U z �x C W U No. 5139.4 Of- OFlr�; O O z O N DRAWING No. PRODUCT REVISED %�0,�'-. STATE: �`'•., as complying with the Florida % �<(:RfO_t•G\�� Building �� s Code NOA-No. 17-1226.22 �'•`, �`` (���� M2� Expiration Date 03/2812023 t DATE: 02-11-13 lly 1. t2 t2-(?-- SCALE: NTS Miami ade Product GorrtrbT FRANCISCO HERNANDEZ SHEET t9 OF 21 L� �1 FLORIDA PE # 51393 ALUM. SLEEVE — FOR 3 1/2 0 OR 4"0 ALUM. TUBE MULLION STRUCTURAL WALL/BEAM-1 _2' n { l _U n n TOP VIEWS FOR ANCHOR CONFIGURATION 3 1/2"0 OR 4"0 TYPE BR4 AND CR4 ALUM. TUBE MULLION ROUND MULLIONS 3 1/2"0 AND 4"(6 1/8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. VARIES 5 1/2' FOR 3 1/2"0 MULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 �r FOR 180' ANGLE X 3 1/2"0 OR 4"0--= ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 112.0 OR 4'0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE / 4 ON SHEET 6 OF 21, 3 1/2"0 OR 4"0 —= ALUM. TUBE MULLION ALUMWUM SLEEVE FOR 3 1/2.0 OR 4.0 ALUM. TUBE MULLION STRUCTURAL WALL OR BEAM STRUCTURAL WALL/BEAM ,y VARIES 5 1/2' FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 135' ANGLE ManufoctLdng, Inc. 1745 W. 33.d Pf— Nokuh, Mo;d. 33D12 F-m (305)364-9952 F..(305)WS-5115 1/$" THICK. ALUM. CIRCULAR PLATE i ^ WELDED TO ALUM. SLEEVE. N N O D U O `�jl ttl!ttirf / $ o o M VARIES `N\\ *gGo. HEl�!V l 5 1/2' FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION 4;' NO.51353 N ANCHOR CONFIGURATION BR4 AND CR4 PRODUCT REVISED ��Q S1ATEol a� complying witA tho Florida .- fI1�RtOt` ��. Building Code �� � �j DRAWING No. FOR 90'ANGLE NOA-No. 17-1226.22 ' s r t E.` M2011 Expiration Date 0312812023 DATE: 02-11-13 SCALE. NTS Miam l �a ro tb (J FRANCISCO HERNANDE2 SHEET 20 OF 2t FLORIDA PE 1 51393 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND HR4 ROUND MULLIONS 3 1/2"0 AND 4-0 SUBSTRATE: CONCRETE 3 1/2"0 OR 4'0 ALUM. TUBE MUWON ----- 1/8' THICK. ALUM. CIRCULAR PLATE WEE LDED TO ALUM. SLEEVE. 1 1 f i to e1i ije [, • G t. -1/4" ELCO ULTRACDN ANCHOR 1 3/4' MIN, EMBEDMENT INTO CONCRETE (2) PER PLATE SIDE VIEW C ANCHOR CONFIG. BR2 NUMBER OF ANCHORS PER LEG = 2 3 1/2.0 OR 4'0 ALUM. TUBE MULLION N I 1/8" THICK. ALUM. CIRCULAR PLATE WELDJm TO ALUM. SLEEVE. Ir-,_� —1/4' ELCO I1lTRACON ANCHOR I.0 u 1 3/4" MIN. EMBEDMaT INTO CONCRETE (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. BR3 NUMBER OF ANCHORS PER LEG = 3 NOTE. FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 11 4 ON SHEET 6 OF 21 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 1/2.0 AND 4.0 SUBSTRATE: METAL 3 1/2'0 OR 4"0 —} ALUM. TUBE MULLION_ 1/8' THICK. ALUM. CIRCULAR PLATE N ----- %� fttT TA AI I U CI CTw i i METAL STRUCTURAL MEMBERS BY OTHERS ij:j MINIMUM THICKNESS = 1/8, (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING ED. OFFICIAL PRIOR TO MULLION INSTALLATION E.D. 1" MIN. 1" MIN. 1 J 14 HILTI KWIK FI EX SELF DRILLING SCREW SIDE VIEW C (2) PER PLATE ANCHOR CONFIG. CR2 NUMBER OF ANCHORS PER LEG = 2 J14 HILT) KWIK FLEX SELF DRILLING SCREW (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. CR3 NUMBER OF ANCHORS PER LEG = 3 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 111 4 ON SHEET 6 OF 21. 3 1/2'0 OR 4"0 1 /8' THICK ALUMINUM CIRCULAR PLATE 3 1/2.0 OR 4.0 �I l�ti ALUM. TUBE MULLION ----- 1/8' THICK. ALUM. CIRCULAR PLATE N i I WELDED TO ALUM. SLEEVE. 4 e ii e •—e o ° ' —1 /4" ELCO ULTRACDN ANCHOR 1 3/4" MIN. EMBEDMENT INTO CONCRETE (4) PER PIATE SIDE VIEW E ANCHOR CONFIG. BR4 NUMBER OF ANCHORS PER LEG = 4 METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES tvND SHALL BE APPROVED BY BUILDING SIDE VIEW E ( ) Pc OFFICIAL PRIOR TO MULLION INSTALLATION ANCHOR CONFIG. CR4 NUMBER OF ANCHORS PER LEG = 4 PRODUCT REVISED — comftylmq with the Florida Building Codc NDA-N o. 17-1226.22 ExPiratlen Dzte 03!2812023 3 1/2.0 OR 4"0 ALUM. TUBE MU_WON 1/8' THICK. ALUMINUM CIRCULAR PLATE ----- WELDED=O_ALUMINUM SLEEVE — 1 METAL STRUCTURAL MEMBERS BY OTHERS I MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION j— E.D. 1' MIN. ( ---- #14 HILTI KWIK FLEX SELF DRILLING SCREW 4 'R PLATE \7111111111 I,, • No, 51393 :.* Q J - �3 s1A1 e or FRANCISCO HERNANDEZ FLORIDA PE 1 51393 M01Rfi0Cturiq, Inc. 1745 W. 33rd Pl- 19elett, R;ld 3M12 Ph: (305)364-9952 Fae_(305)s"-5116 E, r, DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS N MM 1AI D�►DE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3 i5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Sunshine_ Windows Manufacturing, -Inc. 1745 W. 33' 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 "2000" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 RkTING: 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. 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 No. 14-1224.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1017.04 rt Expiration Date: April 24, 2019 Approval Date: December 21, 2017 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0219.03) 2. Draw-ina No. SII08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 2 dated 12/05/14. prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Iinpact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5253, dated 14102/07 and FTL-5252, dated 08/17/07, both signed and sealed by Carlos S. Rionda, P.E. (Submitted under,'VOA No. 08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), prepared by manufacturer, dated 12/10/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies writh ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION S 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite(Di PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 psi, ASTM D412-Tension of 550 psi, ASTM D 624-40 lb./in., ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471- 70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719-t50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. r� Manuel Perez, F.E. Product Control Examiner NOA No. 17--M17.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS ___1, Statement_l_etter__of_conformance,_complying xvith_FBC_5tb Edition _(2014) and. of.no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying %Aith FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez. P.E. (Suhmitted under-iV,0.4 No.12-0320.07) 4. Laboratory compliance letters for Test Reports No. FTL-5253, dated 10/10./07 and FTL-5252., dated 08/28/07, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Suhmitted under N0.4 No.08-0219.03) G. OTHERS 1. Notice of Acceptance No. 12-0320.07, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000" Aluminum Single Hung .M.L Window - L, approved on 05/17/12 and expiring on 04/1-4/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass". sheets 1 through 6 of 6, dated 04,102/08, with revision No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Perez ,T Product Control Ex:fmper NOA No. 174f7.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01. issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01 /19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6`h Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, P.L. 2. Proposal No. 17-0814R issued by the Miami -Dade County Product Control Section, dated 12/08/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows MfL,. Inc. G. OTHERS 1. Notice of Acceptance No. 14-1.224.08, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000" Aluminum Single Hung Window - L.M.L. approved on 04/09./ 15 and expiring on 04/24/18. 2. One year approval, subjected to successful verification test. Manuel Perez,�7 Product Control Exa er NOA No. 17-1017.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-3 HEAD ANCHORS SLI CHART 4 10"MAX. I I A l A2 I �A FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ------ WIND LOA) A.S.U. FA( 1'OR NOTE: - GIAE3THE DESIGN PRESSURES SHOWN ON THESE CHARTS S I ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND - O.S LOADS CALCULATED BASED ON "ULTIMATE WIND kC3 SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHOWN ON THE TABLES 1C4 SHALL BE MULTIPLIED BY 0,6. --I 10"MAX. I...... WINDOW WIDTH TIPIC'AL, Et.EVATION I OVER 1 GENERA1, NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND I"HC 6TH EDITION (2017). 2.-- SIIU 1 TERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURFS CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRFNO,TH Fc'28 = 3000 PSI MIN. CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KS1. FILLED CMU Fm' _ 2000 PSI MIN. 6.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 7.-- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEFI. SHALL BE Fy = 36 KSI MIN. 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 10.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED DY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR 10 DOOR INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 6TH EDITION (2017). GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0,090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES 01: GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. DESIGN PRESSURES CIIAR'C - PSFl WINDOW DIMENSION ANCHOR SCIIFDUI,F DISII N PRFSSURF..PSF WIDTHHF:IGII'1' PER HEAD AND SILI. PER JANIR EXT. 1 (INT. 19 1/8- 26 3 -_ 3 4 6 90.0 90.0 26 1 /2" 90.0 190.0 37" 53 1/8- 90.0 90.0 75.0 175.0 19 1/8- 26 1 /2" 37" 53 1/8- 38 3/8" 3 -- 3 4 90.0 190.0 90.0 190.0 4 90.0 75.0 '90.0 175.0 6 19 1/8" 26 1 /2" /90.0 50 5 8" 3 & 90.0 190.0 3 90.0 1 37" 53 1/8" 4 90.0 190.0 6 75.0 175,0 19 1/8- 63" -- 3 7 75.0 75.0 26 1/2" _....._.. 37" 3 75.0 I75.0 4 75.0 75.0 ....... _..... 175.0 I75.0 53 1/8" 6 19 1/8- 26 1/2" ..-- - 74 1/4° _ 3 3 - 4 g 75.0 75.0 175.0 75.0 37" 75.0 175.0 53 1/8" -6 66.2 166.2 I r �• r�rt. 1 w rt 1• [)mid" 4 ,t7 1017,r,4- )1 ;f�I• 1 �h, 2oiq r �r t, t• ) ,Nw•« ) t. t c'G%C iN{L ' 4_ No, 511113 1- -�Q,-[-�-7, wo FRANCISCO HERNANDEZ FLORIDA PE 111 51393 Manufacturing, Inc 1745 W. 33rd Pl- Nloleon. %rid. 33012 Ph: (305)364-9952 FQx:(3Q5)828-5118 DRAWING No. SH08-01 PATE: 04-02-08 SCALE: 1 2"=1" SHEET i OF 6 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2" MIN. 1- (FOR MAX. ANC14OR SPACING AND NUMBER OF ANCHORS RFFER TO ELEVATION .AND DESIGN PRESSURES C14ART - - - r MIN. ON SHEET 1 OF 6). 1/4" ULTRACON 1 3/4" MIN. FMBEDMFNT INTO CDNCRETE TYPICAL FOR HEAD. __ THROUGH 1 BY WOOD BUCK. d •a I (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCFIORS - --- ` • �JII REFER TO ELEVATION AND DESIGN PRESSURES CHART d° ON S14LETS i OF 6). N -2 BY WOOD BUCK BY OTHERS, TYPICAL. FOR HEAD. - MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL OF APPROVED BY BUILDING OFFICIAL PRIOR TO w .w WINDOW INSTALLATION. N �N 4 N N 1)ETA 11, AI DE I AIL A2 ATTAC11I1IENT TO ('ONCREAT A_IIACITA1ENT 1'O IVOOD --1/4" SMS GR5 THROUGH METAL. TYPICAL ANCHORS (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6. 1•1/4" SMS GR5 THROUGH METAL. TYPICAL FOR HEAD. (FOR MAX. ANCHOR SPACING AND NUMBER 1- r MIN. OF ANCHORS REFER TO ELEVATION AND MIN. DESIGN PRESSURES CHART ON SHEET 1 OF 6. rMIAMI-DADE COUNTY APROVED TYPICAL FOR HEAD. / MULLION. (UNDER SEPARATE APPROVAL) j � I II L_1 w XX. 4 Q a � rn DETAIL A3 A'1"PACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS DR 1'AII, A4 A'I"1'ACIINIENT TO,IN1UI,LION_ (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) r S N u 'ue Fk�iir 3 1 l(il z._ Manufacturing, Inc 1745 W. 33rd PI.- H191-h, Florid. 33012 Ph; (305)364-9952 F.z:(305)828-51 18 3 3 O � � v � N J v pp 0 m Z a cl 1= S F O z w Z w 0 o N Cz r \1 / IHpf/ 1, y�j 41 � 41 m pw U \\\ 'GO * 5iJ'V,S.c1 -- �No r*1 N o - o1 _ .- � � Z •- N M DRAWING No. S1108-01 rcrr i U� ' ( (l� •- ' i 1 t� 15 T... Vc�`. /.4I rd4l�4N1\\ DAt E: 04-02-08 SCALE: FRANCISCO HERNANDEZ SHEET 2 OF 6 FLORIDA PIE # 51393 I I I I I I I I I I I I ° _ 4� ° f" V. < -0' d d I v ° at _ 2 1/2' MIN. 2 1/2" MIN. 2 1/2" MIN. L-1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURED CHART ON SHEETS 1 OF 6). TYPICAL FOR SILL ONLY. III �� J g \N ,•'�`"' 3/4" MAX. NON SHRINK GROUT c� OR 1" BY WOOD BUCK a Z ' M � < e < 2 1/2" MIN 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO FLFVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6) TYPICAL FOR SILL ONLY. I)E PAll. Q l)t�.TAll, (-'2 A'ITACHMENT TO PRF:-CAST SILT, ATFAC11119FWum CONCRE IT', 2 RY W00D BUCK BY OTHERS. '-1 MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTFM LOADS TO THE STRUCTURE; SHALL BE APPRQVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTAI I ATION. 1/4" ULTRACON BY ELCO WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND OESICN PRESSURES CHART ON SHEET 1 OF 6). 1"YPICAI_ FOR SILL. 1*,TAll, C3 ATTACHMENT 7'O TVOOD I I I I I I I I MIAMI-DARE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II t --- _J 1 "-1/4" SMS GRS THROUGH METAL.. � MIN. —1/4" SMS GRS THROUGH METAL. i' I (FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX, ANCHOR SPACING AND NUMBER +++---j OF ANCHORS REFER TO ELEVATIQN AND 01 ANCHORS REFER TO ELEVATION AND MIN. DESIGN PRESSURES CHART ON SHEET 1 OF 6), DESIGN PRESSURES CHART ON SHEETI OF 6). TYPICAL FOR SILL. TYPICAL FOR SILL. DETAIL C4 Dts'1'AIl, CS ATTACHMENIT TO MF91'Al, STRUC I'URIL ATFACFIMENT TO MULLION (STEEL OR ALUMINUM 1/4' MIN. THICKNESS) (STEEL OR ALUM, 1/8' MIN. THICKNESS) TYPICAL SILL SIl,CTIONS p •n1 (I -'dl f! lat7 eA- I \`111I 1111 11 ./ / N AT y�Gt lrnt(CC' FRANCISCO HERNANDEZ FLORIDA PE # 31393 Manufacturing, Inc. 1745 W. 33rd Platt fNelenh, FtorMa 33012 Ph: (305)384 -9952 Fa.:(W5)B28-5118 W ^ n 3 v 0- C4 Z O O 0 U r- o Z ?9 0 z 9 r P � m K m� K i 1v r o o DRAWING No. SH08-01 DATE:04-02-08 SCALE:, SHEET 3 OF 6 I IA" MAY DIETAIL DI AwACHMENT TO CONCREA-F 1/4" MAX. SHIM SPACE 1/4" MAX. 2 BY WOOD BUCK BY OTHERS. \ / MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 1 1 /2" MIN. BY DUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. /4" L11_TRACON 1 3/4" MIN. EMBEDMENT JTO CONCRETE THROUGH 1" BY WOOD BUCK IR NON SHRINK NON METALLIC GROUT FOR MAX. ANCHOR SPACING AND NUMBER IF ANCHORS REFER TO ELEVATION AND IFSIGN PRESSURES CHART ON SHEET 1 OF 6). YPICAL FOR JAMBS. 1/4" SMS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET I OF 6). TYPICAL FOR JAMBS: MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) r-1 II II I I II II IL.—JI DETAIL I AwACHM17,N'1"1'0 MULLION 1/4" ULTRACON BY ELCO WITH 1 1/2" MIN. PENEIRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. DKFAIL D2 ATTAC11MENT TO WOOD _Dls PAIL D; ATTACHM1:NT TO METAI, STRUCTURE, (STFEL -OR ALUMINUM 1/8" MIN. THICKNESS) GLAZING DETAIL. 0.090" DUPONT BUTACITE PVB 1/8" HEAT --- 1/8" HEAT STRENGTHENED STRENGTHENED I I I I I 3/8" GLASS BITE (MINIMUM) I I I SILICONE PECURA 895 TYPICAL JAMB SECTJONS II 7ri f .ca tLr t4" SMS GR5 THROUGH METAL. 'OR MAX. ANCHOR SPACING AND UMBER OF ANCHORS REFER TO _EVATION AND DESIGN PRESSURES HART ON SHEET 1 OF 6). (PI 'Al.. FOR JAMBS. �\\G `CO Hlz w / . No 51393 41 1+I IeI1 U N'11! FRANCISCO HERNANDEZ FLORIDA PF # 51393 Manufacturing, Inc 1745 W. 33rd Pl,ce HIM,, Florid, 33012 Ph: (305)364-9952 Fa (305)828-51 IB DRAWING No. SH08-01 DATE: 04-02-08 SCALE: 1/2"-1" SHEEI 4 OF 6 t I. VEVERTICALSF SECTION 3/4" x 3/6" S HORIZONTAL SECTION - VERTICAL SE( .,1,1 ON WI,1,11 'COP LOCK )PTION r P lz\si. I -I0 1W. CA - f 110 FRANCISCO HERNANDEZ FLORIDA ;PE # 51393 i Sunshine Vindows Manufacturing, Inc. 1743 W. 33,d Pl— fftl..h, FW& 33012 Ph! (JQ5)364-9952 lrox:(305)828-5t 18 DRAWING No. SH08-01 QakM.04-02-06 SCALE: 1/2"=1" SHEET 5 OF 6 1A i MATERIAL LIST Sunshine Windows Monufociuring, Inc. 1745 W. 33rd Place Wat..h, Florid. 33012 Ph; (3U5)394-9952 FaY:(305)626-S11B a z F z axe O v (� a4 w a �I C r ril U (Wj �- F N Z O z sv y pp a r CJ� UO W Zyn Z W Z 11,{1I1 Il il,l V! V � O o- No '0393 _ rn - ^ 1u - clu r• n' fA(I° ,•t...4f 1 c c +dry ,�Nf±til. �C�. DRAWING No. t 0, r��\ SH08-01 1 ;�'r� ` i'� + c t I1 T!"if DATE 04-02--08 SCALE: 1/2.�i. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF 6 J'T 08122.U62.76D 1. I12 -fi r 0.050 � � I� I` 0.304 O.J95 2 125 I � I. I50 rnsata rtRra t(rcOD. ursrRlPi'1ou ntaTFattAt. 1 SW-Oi4 1 FRAME HEAD FRAAtC: SILL 6063-75 7 SW52101 1 6063-TS J SW-Otl 2 FRAME JAMB 6U83-T5 4 SW40111 1 MEETING RAIL 6U83-TS 5 6 7 SW-017 1 1 2 SASH 70P RAIL SASH BOTTOM RAIL 6083-TS 60G3-TS SW43355 SW82028 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL 6063--T5 — 9 SW -AS AS REO ASSEMBLY SCREWS (( 8X1" PH PHILUP CRS 10 SW8202A 4/VENT FACE GUIUES LATCH BOTTOM RAIL NYLON li SW43353 2/VENT PLASTIC 12 SWt820 AS ROD SEAL. PILE FELT 13 SW3257 AS RUD WEATHER STRIP BULB VINYL OC-899/GE-1200 14 - AS ROD SII ICONI' 15 SWW101 AS R00 GLAZING BFAO 4063-Tfi 16 SW540 7 SPIRAL BALANCE ALUMINUM 17 SW-667 2/VCNT IATCII ZINC 18 SWJ082 AS R00 WEATHER STRIP BULB VINYL s �w�N6s BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �.�CEIVED M Q Ole B4 +-. F BC 20 Master Permit No. kC_ - 7-18= 28 3 t Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP 7*1- 1. lr� � j CONTRACTOR DRAWINGS JOB ADDRESS: t; I h � �' � � C] � S f City: Miami Shores County Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Sw $' %-s.( 1" f tea` rCsi' Phone#: 0 Address: City: State: t'l Zip: Tenant/Lessee Name: %k R C_k-M-7 Phone#: Email: CJllo16�t'�-�"tI ��.6�(• �o, n p CONTRACTOR: Company Name: ` Q A,.I�i Phone#: Address: tb S34 40 S 0_'C 7 City:`' $ F -o 01 -c"S -- - — - State: �rz Qualifier Name: S-fl I' I u 'J I "k A Phone#: -�� 7 - 2-) aZ State Certification or Registration #: CCr C J So '?-/7 (4 Certificate of Competency #: DESIGNER: Architect/Engineer: e#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of work: Type of Work: 91 Addition ❑ Alteration New ❑ Repair/Replace El Demolition Description of Work: ,�l,,❑n (�� S S S T 01 � �l�i �r, I l�(t� � t /� G � � � t Aye r Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 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 on 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 ays after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reit p6ctifin fee will be charged. or AGENT The foregoing instrument was acknowledged before me this day of /,1 awc-L,.. .20 / e/ by Swam Af elo t,`Ih1aS who is personally known to me or who has produced FL rwtR✓S C,'q�.f2 as identification and who did take an oath. NOTARY PUBLIC: Sign - Print: �- F Cia6.. �n�u��i c� ex,� e✓ Signature CONTRACTOR The foregoing instrument was acknowledged before me this day -oft- ►�'( 20 1 �1 by who is personally known to me or who has produced t�(w �.� i�.�. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal ��r GABRIEL ANTONIO FLAOUER DE LA TORRE ������Y I'AY� RENE GONZALEZ JR. �.': MY COMMISSION # GG064151 Seal: ,?o` �� Notary Public - State of Florida Commission # FF 954032 EXPIRES January19, 2021 M Comm, Expires Feb 15, 202C , **sss*s*sss*s****ss*sss*s*****s**ssssss*ssss**ss**ssss*ssssssss s s***sssssss*s*ss APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Orninnt Infnr�».�ti�r.. Martinez Truss Co., Inc. 9280 NW South River Dr. Medley, FL 33166 (305) 883-6261 * Fax: (305) 885-2925 infoC@martineztruss.net Job Number. 19020406 Customer: PRIMUS CONSTRUCTION SERVICES I Name: 1158 ADDITION Address: 1158 NE 99 STREET City, ST, ZIP: MIAMI SHORES, FL 33138 General Truss Engineering Criteria & Design Loads Building Code and Chapter: FBC2017/TP12014 Computer Program Used: MiTek Version: 8.23 Oct 2 Gravity: Gravity: 55.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 175 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Tf'I F MIAMI SHORES ij, . Project Engineer of Record: No. Date Truss ID# 1 03/01/19 1H7 A0054857 2 03/01/19 1HG5 A0054858 3 03/01/19 1T A0054859 4 03/01/19 2H7 A0054860 5 03/01/19 2HG5 A0054861 ,. 6 03/01/19 2T A0054862 7 03/01/19 CJ5 A0054863 8 03/01/19 J1 A0054864 9 03/01/19 J3 A0054865 10 03/01/19 J5 A0054866 11 03/01/19 V4 A0054869 12 03/01/19 V8 A0054870 13 03/01/19 V12 A0054867 14 03/01/19 V16 A0054868 This cover sheet is provide. r41 5% Statute 61 G15-31.003 in lieu of signing and sealing each individu�1-9 eet r t of the truss designs is attached which is numbered and with,tfieind' a*e of each drawing. (p"� m Z Eng�nee 74 of)sign p�k3ge oSE.�IlfARTINI; ��`l ao:- 3� HIALq�:� 10 a�j . . .... ...... •••••• • •• •• •••••• •••• • •• ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • •••••• Page 1 of 1 Job I ruse I russ I ype Fly PRIMUS CONST-1158 ADD. A0054857 19020406 11-17 Hip 1 1 Job Reference (optional) —11.—, „u„ —y, nun: b.z,iu s va z i zu i a rrmr. a.zju s va zi zui a ml ieK meuscries, inc. rn near 1 1 z:1 b:zb zui a ra e 1 ID:?g1 VdWrVXrCKNOMiG680dOzldlC-INIEWFKF_udvky06DMzytFm2zTLXgldnOsgE7Lz J_K i 2-0-0 7-0-0 3-6-0 7-0-0 2-0-0 3.50 171-2 Scale = 1:35.6 Camber = 1/8 in 4x8 = 4x6 = 3 d axb = 1.5x4 II 3x4 = 3x6 = 7-0-0 i 3-6-0i 7-0-0 Plate Offsets (X,Y)-- [1:0-2-4,0-0-121,[3:0-5-4 0-2-41,[4:0-3-4,0-2-01,[6:0-2-4 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) -0.14 8-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.85 Vert(CT) -0.28 8-13 >739 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 75 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1143/0-8-0 (min. 0-1-8), 5=1143/0-8-0 (min. 0-1-8) Max Horz 2=60(LC 10) Max Uplift2=-562(LC 11), 5=-562(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied.• BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. • MiTek recommends that Stabilisers and required cross brad g be installed during truss%?ectidh, in acco Riance*vith StabilizeP Installation guide. • • • • • • FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2129/1149, 3-17= 2054/1161, 3-4=-1981/1180, 4-18= 2054/1160, 5-18=-2129/1149 BOT CHORD 2-8=-955/1971, 7-8=-956/1981, 5-7= 984/1972 NOTES- •••••• 1) Unbalanced roof live loads have been considered for this design. • • 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eatte=4ft;• Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 0-11-2, Interior(1) 0-11-2 to 7-0-0, Exterior(21 7-2r0 0 to 14-8-15, Interior(1) 14-8-15 to 19-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 562 lb uplift at joint 2 and 562 lb uplift at joint 5. LOAD CASE(S) Standard • • • o. • • •••••• • • •• • •• Job fuss fuss ype y PRIMUS CONST-1158 ADD. �11HG5 A0054858 19020406 Hip Girder 1 1 Job Reference (optional) Martinez I russ Go., Inc., Medley, FL 33166 Hun: 6.230 s LKI 21 2018 Print: 5.230 s GCI 21 2018 Mirek industries, Inc. Fn Marl 12:16:26 2019 Pagel ID:?g1 VdWrVXrCKNOMiG680dOzIdlC-mZJckbLtlClmM6bJn4UBQSJFAtgSPhyxcWangortJ_J r 2-0-0 5-0-0 3-9-0 3-9-0 1 5-0-0 2-0-0 Scale = 1:35.6 Camber = 3/16 in a.a — 1.5x4 II 7x8 = 1.5x4 11 5-0-0 3-9-0 3-9-0 5-0-0 2-0-0 17- 0 2-0-0 Plate Offsets (X,Y)--[1:0-2-4,0-0-121,[2:0-7-0,0-1-21,[3:0-5-8,0-2-121,[5:0-5-8,0-2-121,[6:0-7-0,0-1-21,[7:0-2-4,0-0-121,[9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) -0.25 9 >853 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.46 9 >459 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD 2x60Vb%. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. V%FsB6• • • 2x4 9PKVoC • MiTek recommends that Stabilizers and required cross bracing • • • • • • be installed during truss erection, in accordance with Stabilizer • • • • Installation guide. RE CTIONS. (lb/size) 2=1600/0-8-0. min. 0-1-14), 6=1600/0-8-0 (min. 0-1-14) • • Max HQrz 2=-47(LC f8? • • • • • Max Wplift"696(LC 7� Z-696(LC 7) • • • • • FORCIV.. • (lb) - Max'. Comp./Max. Ten*.* M forces 250 (lb) or less except when shown. TOIPC+"D 2-3-*140/1374, 3-PIc#41421'1632, 17-18=-4742/1632, 4-18=4742/1632, 4-19=-4742/1632, 19"Vill JT442/1632, 3�Q �47.t2/1632, 5-6=-4114/1374 • BUt�l•OF�D 2-10=-1214/3918, 10-21=-1212/3952, 9-21=-1212/3952, 9-22=-1237/3952, 8-22=-1237/3952, • 6-8=-1'237/3918 :' :'' V ••• 3-10s-1/33a, 3-9=-3e0/9361 4-9=-543/313, 5-9=-318/936, 5-8=-0/332 NDT6Sr • . • • • 1)•Unbalafted roof lilt ] ac�S have b1ben eAsidered for this design. 2) Wind: AS CE 7-1b;a- 5mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 696 lb uplift at joint 2 and 696 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 264 lb up at 5-0-0, 92 lb down and 120 lb up at 7-0-12, 92 lb down and 120 lb up at 8-9-0, and 92 lb down and 120 lb up at 10-5-4, and 303 lb down and 264 lb up at 12-6-0 on top chord, and 168 lb down and 26 lb up at 5-0-0, 50 lb down at 7-0-12, 50 lb down at 8-9-0, and 50 lb down at 10-5-4, and 168 lb down and 26 lb up at 12-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 2-6=-20 Concentrated Loads (lb) Vert: 3=-159(B) 5=-159(B) 10=-111(B) 9= 45(B) 4=-81(B) 8=-111(B) 18=-81(B) 19=-81(B) 21=45(B) 22=-45(B) o russ russ ype y PRIMUS CONST-1158 ADD. A0054859 19020406 1T Common 7 1 Job Reference (optional) V -VV V .IDV?liT dWrVXrCKNOMiG68OdOzldlC-mZJckbLtlClmM6bJn4UBOSJIOtjWPiUxcWangozyJ J 2-0-0 6-2-5 2-6-11 2-6-11 6-2-5 2-0-0 4x6 = 4 Scale = 1:35.0 Camber = 3/16 in II Ich 6 3x4 = 3x8 = 3x4 = 8-9-0 Plate Offsets (X,Y)-- [1:0-2-4,0-0-121,[2:0-1-13,0-0-01 [6:0-1-13 0-0-01 [7:0-2-4 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.59 Vert(LL) -0.11 8-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.27 8-16 >769 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 77 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1143/0-8-0 (min. 0-1-8), 6=1143/0-8-0 (min. 0-1-8) Max Horz 2=-72(LC 9) Max Uplift2=-562(LC 11), 6=-562(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2234/1067, 3-4=-1745/814, 4-5=-1745/814, 5-6=-2234/1067 BOT CHORD 2-8=-879/2104, 6-8=-920/2104 WEBS 4-8=-312/843, 5-8— 589/411, 3-8— 589/411 BRACING - TOP CHORD Structural wood sheathing directly applied gr3.168 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-15 oebracinp MiTek recommends that Stabilisers and required cross bracing • be installed during trusslekcticih, in accptarlceIvith r abilizef• • Installation guide. 060000 • • • • 000000 •••••• • •••••• NOTES- • • 1) Unbalanced roof live loads have been considered for this design. • • 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ff; ea a=gfT, 0 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 0-11-2, Interior(1) 0-11-2 to 8-9-0, Exterior(2) > 9-0 to 11-5-11, Interior(1) 11-5-11 to 19-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 562 lb uplift at joint 2 and 562 lb uplift at joint 6. LOAD CASE(S) Standard Jot) russ I russ I ype Oty Ply PRIMUS CONST-1158 ADD. A0054860 19020406 �21-17 Common 1 1 Job Reference (optional) Martinez Truss Co., Inc., Medley, Fl- 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Mar 1 12:16:27 2019 Page 1 ID:?g1 VdWrVXrCKNOMiG68OdOzldlC-Emt_xxMVWWtd_GAVLnOOygrPOH298Cv4rAJKCEzfJ_I 2-0-0 7-2-8 7-2-8 2-0-0 Scale = 1:30.3 Camber = 1/8 in 06 = II r 6 3x6 = 1.5x4 II 3x6 = 7-2-8 7-2-8 2-0-0 1 a- -0 2-0-0 Plate Offsets (X,Y)-- [1:0-2-4 0-0-121, [5:0-2-4,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) -0.13 6-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.23 6-14 >747 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4.5V110 2. BOT CHORD wFeB+9 • • 2x4 SF•t"3 • • WI&MAS. (lAssiie) • 2=973/0-8 0 (min 0-1-8), 4=973/0-8-0 (min. 0-1-8) • • Max H8rz 2=61(LC 1Gr • • • • • • • • Max Uplift2.494(LC 14 4.-494(LC 11) • • • end • • FpRCES.• (lb) - Max pomp./Max. TAll forces 250 (lb) or less except when shown. TCWOHORD 2-1"%05/799, 34"- 159V814, 3-16=-1531/814, 4-16=-1605/799 B.O;J4"D 2-8=WV j1%72, 4-6=-Ja±W2 W SBS 3-6=0/252 • • 000000 Structural wood sheathing directly applied or 2-2-0 oc purlins Rigid ceiling directly applied or 6-1-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. N&rgS-• • • • 0 i 11Unbaland roof I&I %54s have been cori idered for this design. 2 Wind:.64CE 7-10; Vult=175mph (6-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; •Cat. II; Exp C; EVI.NC�i=0.18; MWFAS (directional) and C-C Exterior(2) -2-0-0 to 0-11-2, Interior(1) 0-11-2 to 7-2-8, Exterior(2) 7-2-8 to 11-5-7, lnterlof(J) 1.1 7 to 16-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 494 lb uplift at join) 4. LOAD CASE(S) Standard Job Truss I rusS I ype Qty ply PRIMUS CONST-1158 ADD. A0054861 19020406 2HG5 Hip Girder 1 1 Job Reference (optional) Mamnez Truss co., inc., Meoiey, FL 331 tiff Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fit Mar 1 12:16:27 2019 Page 1 ID:?g1 VdWrVXrCKNOMiG680dOzldlC-Emt_xxMVW Wtd_GAVLn0OygrPuH3w8Cp4rAJKCEzfJ_I 2-0-0 5-0-0 4-5-0 5-0-0 2-0-0 a CS 1 4YR = 3x8 = 1.5x4 11 3x4 = 3x8 = 5-0-0 4-5-0 5-0-0 2-0-0 14-5-0 Scale = 1:30:3 Camber = 1/8 in Plate Offsets (X,Y)-- (1:0-2-4,0-0-121,(3:0-5-4,0-2-01,f6:0-2-4,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.86 Vert(LL) -0.13 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.23 7-8 >741 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 77 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0 (min. 0-1-9), 5=1305/0-8-0 (min. 0-1-9) Max Horz 2= 47(LC 5) Max Uplift2=-600(LC 7), 5=-600(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied ar4RO3.11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-4 oc b%cin2., • MiTek recommends that Stabilisers and required cross bracing • be installed during truss tkctioh, in accipMaVeVith Stabilizer' Installation guide. •••••• •• •• •••••• FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3052/1028, 3-15=-2903/1000, 15-16=-2903/1000, 16-17=-2903/1000, 4-17=-2903/1000, 4-5=-3026/1016 BOT CHORD 2-8=-890/2901, 8-18=-886/2930, 7-18=-886/2930, 5-7=-901/2876 WEBS 3-8=0/292, 4-7=0/278 NOTES- • • 1) Unbalanced roof live loads have been considered for this design. • • • 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=Ift; • Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 lb uplift at joint 2 and 600 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 264 lb up at 5-0-0, and 92 lb down and 120 lb up at 7-2-8, and 303 lb down and 264 lb up at 9-5-0 on top chord, and 168 lb down and 26 lb up at 5-0-0, and 50 lb down at 7-2-8, and 168 lb down and 26 lb up at 9-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-4= 90, 4-6=-90, 2-5=-20 Concentrated Loads (lb) Vert: 3=-159(B)4= 159(8) 8=-111(B) 7=-111(B) 16=-81 (B) 18=-45(B) • ••••• ••••• Job russ russ I ype Ply PRIMUS CONST-11158 ADD. �"T A0054862 19020406 Common 7 1 Job Reference (optional) Martinez Truss Co., Inc., Medley, Fl- 33166 2-0-0 4x6 = Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Mar 1 12:16:28 2019 Page 1 ID:?g1 VdWrVXrCKNOMiG68OdOzldlC-iyRM8GN8Hp?UbOlhuUXfvtOanhOJtf9E4g3ukgzfJ_H 7-2-8 2-0-0 3x6 = 1.5x4 II 7-2-8 2-0-0 3x6 = Scale = 1:29.8 Camber = 118 in v to Plate Offsets (X,Y)-- [1:0-2-4,0-0-121,[5:0-2-4,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) -0.13 6-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.23 6-14 >745 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 59 lb FT = 20% LUMBER - TOP CHORD 2x4 $ qo,2 BOT CHORD 2x o.3 WHO 2x49`1`0 ..3 ••• � • REACUMS. (lb/size) 2=973/0-8-0 in. 0-1-8), 4=973/0-8-0 (min.0-1-8) • • Max Harz 2=62(LC 1ef *•'' •••••• • • Max 4JpliftaZ:494(LC 1•I0,4•-494(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FpfiCQS.* (lb) - Maz.•Comp./Max. Ten' -All forces 250 (lb) or less except when shown. TOP•011HORD 2-1"— "t/751, 3-T"1tSCe/759, 3-16=-1505/760, 4-16=-1588/751 BPJ,Q-WD 2-t,5Z8(1452, 4-6=-6Z8/W2 W 13BS 3-6=0/254 • • NOUS-•• • • • • 11 Unbalagced roof Abe 1otas have bQen corWidered for this design. 20W"oASCE 7-10; Vult=175mph�0 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; *Cat. II; Exp C; ECM gC4i=0.18;161WFAS (directional) and C-C Exterior(2) -2-0-0 to 0-11-2, Interior(1) 0-11-2 to 7-2-8, Exterior(2) 7-2-8 to 10-2-8, Interior(ol 1W*2-8 to 16-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 494 lb uplift at joint 4. LOAD CASE(S) Standard OrusS Russ ype y PRIMUS CONST-1158 ADD. �CIJ5 AOD54863 19020406 Diagonal Hip Girder 4 1 Job Reference (optional) Martinez truss Go., inc., Memey, FL 331 bb Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Mar 1 12:16:28 2019 Page 1 ID:?g1 VdWrVXrCKNOMiG68OdOzldlC-iyRM8GN8Hp?UbOlhuUXfVtOalhQwtghE4g3ukgzfJ_H 2-9-15 3-5-11 3-5-11 Scale = 1:18:3 Camber = 1/16 in 3x6 = 6-11-6 2-9-15 6-11-6 Plate Offsets (X,Y)-- [1:0-2-4,0-0-121, [2:0-0-5,Edgel, [2:0-1-3,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) -0.16 4-8 >531 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(CT) -0.24 4-8 >346 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 31 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD REACTIONS. (lb/size) 3=206/Mechanical, 2=584/0-10-15 (min. 0-1-8), 4=94/Mechanical Max Horz 2=151(LC 3) Max Uplift3=-118(LC 3), 2=-503(LC 3), 4=-7(LC 3) Max Grav3=206(LC 1), 2=584(LC 1), 4=122(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-10=-123/521 Structural wood sheathing directly applied gr"Ip oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. • MiTek recommends that Stabilisers and required cross bracing : - be installed during truss tilbctio}I, in accgMaVe With Stabilizer* • Installation guide. •••••• •• •• •••••• •••••• •••• NOTES- i • i • • 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eavF=41ft; • • • • • • Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.339 • • 2) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide*All fit • • • • • between the bottom chord and any other members. •. •. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 3, 503 lb uplift at joint 2 and 7 lb uplift at joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 46 lb up at 4-2-15, and 48 lb down and 46 lb up at 4-2-15 on top chord, and 167 lb down and 159 lb up at 1-4-15, 167 lb down and 159 lb up at 1-4-15, and 31 lb down and 0 lb up at 4-2-15, and 31 lb down and 0 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 10=128(F=64, B=64) 11=O(F=O, B=0) Job HISS truss ype y PRIMUS CONST-1158 ADD. A0054864 19020406 J1 Jack -Open 8 1 Job Reference (optional) Martinez Truss CO., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Mar 1 12:16:29 2019 Page 1 ID:?g1 VdWrVXrCKNOMiG68OdOzldlC-A8?IMcOm277LDZKtSC2u25xpe4vec7wNJUpRG7zfJ_G 2-0-0 1-0-0 2-0-0 1-0-0 Scale = 1:6.0 Plate Offsets (X,Y)-- f1:0-2-4,0-0-121, f2:Edge,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.59 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) 0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x11.SV MO Z BOT CHORD W fi99 • • 2x4 9FPIfo.3 • • f�AtclhbiVS. (lb)Size)• 2=416/0-8-0 (min. 0-1-8), 2=416/0-8-0 (min. 0-1-8), 4=-1 31 /Mechanical • • Max Hbrz 2=76(LC 1'1 t •' • - •••' Max llplifQ.-388(LCb1;,sts-131(LC 1) ••••• Ma9tPr&2#416(LC11J14.115(LC1),4=169(LC11) FORCES.• (lb) - K at.Oblln /Max. lr2►t! OPAllorces 250 (lb) or less except when shown. 1. Structural wood sheathing directly applied or 1-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) t d: ASCE 7-10; bult=175mph:POM4 gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24f ; eave=4ft; • Cat•Ik ixp C; Enel., GCpi=0.18; MWFRS�directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces § MWFRS6f8r1Ettions shoyvn; Luplber DOL=1.33 plate grip DOL=1.33 - 2:;This truss has been designed for alive lead of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit • betweefl the bo oV oT and arty oth%Pmembers. 3) Refer to girder(sl"J%iss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 2 and 131 lb uplift at joint LOAD CASE(S) Standard Job russ Russ ype y PRIMUS CONST-11 ADD. A0054865 19020406 J3 Jack -Open 8 1 Job Reference o tional 2-0-0 nun.G.—J—GI GVIO Hlilt. O.LJV J— C I GVI O MI I UK 111UUJlnCS, nic. r11 MGf IIL iv—LVIy raeI ID:?g1 VdWrVXrCKNOMiG68OdOz•dlC-A8?IMcOm277LDZKtSC2u25xpe4uZc7wNJUpRG7z rape Scale = 1:9.6 Plate Offsets (X,Y)-- [1:0-2-4,0-0-121, [2:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.59 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=78/Mechanical, 2=403/0-8-0 (min. 0-1-8), 4=23/Mechanical Max Horz 2=112(LC 11) Max Uplift3=-32(LC 11), 2=-298(LC 11) Max Grav3=78(LC 1), 2=403(LC 1), 4=27(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied quip oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc saracing. • MiTek recommends than Stabi iaers and required cross bracing • be installed during truss iaitctiofi, in accimanv a with Stabilizer• Installation guide. 000000 • • FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 000000 NOTES- •• 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eali•=Z4 • Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 0-11-2, Interior(1) 0-11-2 to 2-11-4 zone; canlllever • left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 • • 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widb iilPfit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 298 lb uplift at joint 2. LOAD CASE(S) Standard • •• ••••• • • •••• •••••• • • • • • • •••••• • • • •••••• • •• • • ••• Job ruse I ruse I ype Uly My PRIMUS CONST-1158 ADD. A0054866 19020406 J5 Jack -Open 8 1 Job Reference (optional) Martinez Truss Co., Inc., Medley, FL 33166 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Mar 1 12:16:29 2019 Page 1 ID:?g1 VdWrVXrCKNOMiG68OdOzldlC-A8?IMcOm277LDZKtSC2u25xpe4gvc7wNJUpRG7zfJ_G 2-0-0 3x4 II Scale = 1:13.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.59 BC 0.43 WB 0.00 Matrix -MP DEFL. in Vert(LL) 0.06 Vert(CT) -0.07 Horz(CT) -0.00 (loc) I/defl Ud 4-8 >999 360 4-8 >873 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N �2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4.SV Mo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W E99 • • 2x4 9PP10.3 • • MiTek recommends that Stabilizers and required cross bracing • • • • • • be installed during truss erection, in accordance with Stabilizer • • • lltbft%fS. (lb%size)• 3=171/Mechadical, 2=488/0-8-0 (min. 0-1-8), 4=65/Mechanical Installation guide. • • Max Hf5rz 2=150(LC•I?r • • • ••• Max LJpliftas-95(LC11a•a-s31O(LC11) F;Mtsr (lb) - MJ.'omp./Max. Ten'!Ai forces 250 (lb) or less except when shown. 11) T • • • • Wind: ASCE 7-10 Vult 175mph 3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; 'dt. II; Exp C; Encl•, GCpi=0.18; :directional) and C-C Exterior(2) -2-0-0 to 0-11-2, Interior(1) 0-11-2 to 4-11-4 zone; cantilever • Valllciright exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2i' This truss haslot"dbsigned forip live lgad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Idgtla" the bottom chord and arty o111er members. 31 Refer to girder(Q"huts to trust corlhtictions. 4) Provide mechan wp vsnection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 310 lb uplift at joint 2. LOAD CASE(S) Standard Job russ russ ype y PRIMUS CONST-1118 ADD. 1,14 A0054869 19020406 Valley 2 1 Job Reference (optional) 2 ID:?g1VdWrVXrCKNOMiG68OdOzldlC-eKZ7Zy00pRFCdv4OvZ7alT7bUGcLaAWX7Y?pZzyJ F 2-0-0 2-0-0 Scale = 1:7.3 E LOADING (psf) SPACING- 2-0-0 Plate Grip DOL 0.90 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Metal DOL 0.90 TC 0.00 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 0.90 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING- BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and req•ised cross bracing be installed during truss erecton, in acc&ggW%46ith Stabjliij%r• • • Installation guide. • • • • REACTIONS. (lb/size) 2=24/4-0-0 (min. 0-1-8), 1=24/4-0-0 (min. 0-1-8) 00 0 • • • FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. •••••• • • .• •••••• • NOTES •••• •• • �••••� 1) Gable requires continuous bottom chord bearing. • • • • • • • • • • • • • • • • 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord anany other members. •••••• •••• •••••• • • • •• •• •••• •••••• LOAD CASE(S) Standard • • • • • • • • • •• • • •• • • Job russ I russ I ype y PRIMUS CONST-1158 ADD. A0054870 19020406 V8 Valley 2 1 1 Job Reference (optional) Martinez Truss Co., Inc., Medley, Fl- 33166 2x4 3.50 12 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oct 21 2018 MiTek Industries, Inc. Fri Mar 1 12:16:30 2019 Page 1 ID:?g 1 VdWrVXrCKNOMiG68OdOzldlC-eKZ7Zy00pRFCrjv4OvZ7alT3JUGwLZXWX7Y?pZzfJ_F 4-0-0 4x6 = 1.5x4 It 2x4 Scale = 1:14.2 4-0-0 4-0-0 8-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4,919 As.a MiTek recommends that Stabilizers and required cross bracing • • • • • • • • • • • • • be installed during truss erection, in accordance with Stabilizer • • • • • • • Installation guide. 5%%TIO.NS.(Ibte)••1f:160/8-�tl"i6.41-1-8), 3=160/8-0-0 (min. 0-1-8), 4=336/8-0-0 (min. 0-1-8) Maxis orz 1=-20(LC 9) • • • Max UQlift1=-75(LC I 15(LC 11), 4=-113(LC 11) FORCES. (lb) - MZ' Obrrf�./Max. Ten. j,41Fforces 250 (lb) or less except when shown. Vt8J•• 2-41262/296 ••••• •••• •••••• 1 Unbalanced roof live loads have been considered for this design. 2)yN nd: ASCE 7-10;Hult=175mph=3te*c8* gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; • "1R li;oExp C; Enkel., GC*i=0.18;#AWFRS•(directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces § MWFfTS•fVr 94tions shcyvn; Luplber DOL=1.33 plate grip DOL=1.33 "W%requires continuous bottoms chord bearing. 49 ' This Russ has bitrldesigned fit a lit#load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit en betwethe boi�lyqrd and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 1, 75 lb uplift at joint 3 and 113 lb uplift at joint 4. LOAD CASE(S) Standard Job I fuss LIty Ply PRIMUS CONST-1158 ADD. A0054867 19020406 V12 Vaney 2 1 1 Job Reference (optional) 1. 0.40V5- G 1 cVI U rrlllC. U.ZJV 51 1 41 LVI O ml I eK InuUslnes, Inc. rn mar 11Z: in:J1 ZV Iy ra e1 ID:?g1 VdWrVXrCKNOMiG680dOzldlC-7X6VnIPOakN3StUGad4M7WOB2uW_4?NgmnlYL?z J_E 6-0-0 Scale = 1:18.5 4x6 = 3.50 FI-2 2 4 3x4 7::� 1.5x4 II 3x4 12-0-0 • • •••• • • • •.• • •••••• • 12-0-0 • • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d ...;•. PLATES GRIP • TCLL 30.0 Plate Grip DOL 1.33 TIC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 • • • • • • TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) n/a n/a 999 • "' " ' • • ' • BCLL 0.0 Rep Stress Incr YES W B 0.13 Horz(CT) 0.00 3 n/a n/a • • • • . • • • • • • • BCDL 10.0 Code FBC2017/TP12014 Matrix-SH 0 * • • • • Weight�3.5 jt FT = JTJ 0 0 ' LUMBER- BRACING- " ' • •• • • • • • • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathinddiraclly applied or 6-0-0 oc purlins. •' BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly appliedbr -0-0 oc bracin.q.• OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and tie 8*0 cross bracing be installed during truss ergAign, in aclordance with Stuim. Installation guide. • • • • • • • • REACTIONS. (lb/size) 1=231/12-0-0 (min. 0-1-8), 3=231/12-0-0 (min. 0-1-8), 4=634/12-0-0 (min.0-1-8) •••• Max Horz 1=-33(LC 9) Max Upliftl=-100(LC 11), 3=-100(LC 11), 4=-239(LC 11) Max Grav 1=241(LC 16), 3=241(LC 17), 4=634(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-445/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 1, 100 lb uplift at joint 3 and 239 lb uplift at joint 4. LOAD CASE(S) Standard Job russ I russ I ype y PRIMUS CONST-1158 ADD. A0054868 19020406 V16 Valley 1 1 Job Reference (optional) MG6l— nubs Vd., 11-, MtedMy, r-L 33166 nun: 6.230 5 Od 21 2018 Print 8.230 s Od 2I 2018 MI I ek Industries, Inc. Fri Mar 1 12:1"' Zu19 Ya e 1 ID:?gi VdWrVXrCKNOMiG680d0zIdIC-7X6VnIPOakN3StUGad4M7WO4FuS54?ygmnlYL?z J_E Scale = 1:24.6 5x6 = c cnr o 2 4 3x6 % 1.5x4 II 3x6 •••••• •••• • • • • • • 16-0-0 16-0-0 •••••• • •• •••••• LOADING jpsf) SPACINP, • 2-0-0 • CSI. DEFL, in floc) I/defl L/d PLATES GRIP TC" • • 0.0 • Plate Grp at3L• 1.33 TC 0.84 Vert(LL) n/a n/a 999 MT20 244/190 TODL 445.0 • lumber DOt• • 1.33 BC 0.58 Vert(CT) n/a n/a 999 . • BC"• • • 0.0 • • • :1ep Stres6 L1pt; YES WB 0.16 Horz(CT) 0.00 3 n/a n/a BGDL • 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 48 lb FT = 20% e0fee00*000 1-104116r• ••••�• •••••• BRACING - TOP HORD 2x4 SP No.2 • • • • • • K.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOTH CHORD 2x4 SP • • • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OiNtL•F" • 2x4 §10 MiTek recommends that Stabilizers and required cross bracing • • • • • be installed during truss erection, in accordance with Stabilizer • • • • • • • • Installation guide. REACTIONS. (lb/siee) •1=023/16-0-0 (min. 0-1-13), 3=323/16-0-0 (min. 0-1-13), 4=889/16-0-0 (min. 0-1-13) Max lV?1=47(LC 10) Max Upliftl=-141(LC 11), 3=-141(LC 11), 4=-335(LC 11) Max Grav 1=338(LC 16), 3=338(LC 17), 4=889(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-624/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 14-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 1, 141 lb uplift at joint 3 and 335 lb uplift at joint 4. LOAD CASE(S) Standard AUGUST 3, 2015 1 TRUSSED VALLEY CONNECTION DETAIL I T-VALLEY-180-D �OO o Qo 0 00 a MiTek USA, Inc. SECURE VALLEY TRUSS W/ ONE ROW OF 16d NAILS 6" O.C. GABLE END, COMMON TRUSS OR GIRDER TRUSS MiTek USA, Tampa, FL GENERAL SPECIFICATIONS 1. NAIL SIZE = 3.5" X 0.131 " = 16d 2. WOOD SCREW = 4.5"WS45 USP. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-05 7. VALLEY STUD SPACING NOT TO EXCEED 60" O.C. 8. BASE TRUSS AND VALLEY TRUSS MUST BE SOUTHERN PINE LUMBER. ACH 2x4 CONTINUOUS NO.2 SP THE ROOF W/ TWO USP WS45 (1/4" X 4.5") OD SCREWS INTO EACH BASE TRUSS. v G•E N 3F•.:9�J. 0 3938Q-. w; ;:.. Al. -�1-1.5" Max -0 �i'..0R1�P'�\��� ON AL E?.�`. �111,11 111►��� FL Cert. FL Cert. 6634 1 • • • • •••• •• • • • • • • GABI-Mb, COMM04 TRUSS OR rWDftp TRUSS • • • • • • • • 00 0000 WIND DESIGN PER ASCE 7-10 MAXIMUM WIND SPEED = 180 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 EXPOSURE B, C OR D WIND DURATION OF LOAD INCREASE: 1.33 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 4.8 PSF ON THE TRUSSES. August 3, 2015 • ••••• • ••••• JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE J FF-_-]��---' MiTek USA, Inc. � Nailing Patlern L Brace size Nail Size 'Nail Spacing ' 1 x4 or 6 10d 8" D.C. 2x4, 6, or 8 16d 8" D.C. Note: Nail along entire length of L-Brace (On Two-Ply's Nail to Both Plies) I ........___... _ _.._-._....._.----._-_.__. --I WE Web \ � Nails MTek USA, Inc. Page 1 of 1 Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90% of web length. L-Brace must be same species grade (or better) as web member. L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing ................ __-_. l.LY.•_ Web Size 1 %040 . •••• 2x3 or 2x4 i z4 • '„' • ' • 2x6- y 1 x • • 2x8 2Y8 • • • • • • ----- - ..... " DIRECT SUBSTITUTION NOT MO LE, • • • • • • • • •••••f •••• ••••• •• •• •••• 9010000 • ••••••0 0 0 0:..:.• • •• • • • • • • ' 1-Brace SAID • MI for Two -Ply Tru%9 •' I j Specified Continuous Rows of Lateral Bracing I Web Size 1 2 2x3 or 2x4 2x4 "« 2x6 2x6 '" -- 2x8 ...... -- _2x8 __� DIRECT SUBSTITUTION NOT APLICABLE. ,t�►Illirll►111` ' Fdb'" 38980... - w �'i"ATE6T .w . /O IV A- 0,1'0% �FL Cert. 6634 June 10, 2014 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to SCSI - Guide to Trusses*** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI- B3*** for more information. All other permanent bracing design is the responsibility of the building designer. NOTES GENERALES Los trusses no estan marcados de ningtin modo que idenb'fique la frecuenda o localizacicin de restdccOn lateral yarrostre diagonal temporales. Use las recomendaciones de manejo, instalaci6n, restriccidn y arrtostre temporal de los trusses. vea el folleto 005I - Guia de Buena Practica Para informacidn mas detallada. Los dibujos de diseno de 1o5 trusses pueden especificar las localizaciones de restriccidn lateral permanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen BCSI-B3*** Para mas informacidn. El resto de los disenos de arnostres pennanemes son la responsabilidad del diseiiador del edificio. AWARNING! The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. iADVERTENCIA! El resultado de un manejo, levantamiento, instalacldn, restriccidn y arnsotre incorrecto puede ser la cadda de la estructura o aun peor, heridos o muertos. A(e "DuMO Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. I EW,'N! EM Chapas de metal benen bordes afilados. LJeve guantes y lentes protectores cuando corte las ataduras. — 9—::i HANDLING - MANEJO KUM Avoid lateral bending. A cmTm-'JJ9 use n hum/J9 Utilice Evite la flexicin lateral. special care In culdado especial en windy weather or dfas ventosos o cerca near power lines de cables eldctricos o and airports. de aeropuertos. Spreader bar for truss The contractor is responsible for properly receiving, unloading and storing O O the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. El contratista Ilene la responsabilidad de recibir, descargar y almacenar adecuadamente los trusses en la obra. Descargue los trusses en la tierra lino Para prevenir el dano. I Q. � X-P, �.��>.. ..StltiY;IT 0 Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses are to be stored horizontally for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on-center(ox,). Los trusses pueden ser descargados directamente en el sudo en aquel momento de entrega o almacenados temporalmente en contacto con el suelo despuds de entrega. SJ los trusses estaran guardados hortzontalmente Para mas de una semana, ponga bloqueando de altura sufidente detras de la pla de los trusses a 8 hasta 10 pies en centro (o.c.). 0 For trusses stored for more than one week, cover bundles to protect from the environment. Use proper rig- Use equipo apropiado ging and hoisting Para levantar e equipment. improvisar. DO NOT store NO almacene unbraced bundles verticalmente los upright. trusses sueltos. Para trusses guardados por mas de una semana, (S) DO NOT store on NO almacene en tierra cubra los paquetes para protegerlos del ambienceuneven ground. desigual. Refer to BCSI* for more detailed information pertaining to handling and jobsite storage of trusses. Vea el folleto SCSI— Para informacidn mas detal- lada store e/ manejo y a/macenado de los trusses ►,� en area de tra*o. HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES DON'T overload the crane. NO sobrecargue la grlia. NEVER use banding to lift a bundle. NUNCA use las ataduras Para levantar un paquete. E. A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses of 30' (9.1 m) or less. Use at least two lift points for bundles with trusses up to 60' (18.3 m). Use at least 3 lift points for bundles with trusses greater than 60' (18.3 m). Puede usar un solo lugar de levantar Para pa- quetes de trusses de Ja cuerda superior hasta 45' y trusses de cuerdas paralelas de 30' o menos. Puede usar dos puntos de levantar Para paquetes mas de 60 pies. Use por to menos tres puntos de levantar Para paquetes mas de 60 pies. AWARNING! Do not over load supportint structure with truss bundle. iADVERTENCIA! No sobrecargue la estructura apoyada con el paquete de trusses. 0 Place truss bundles in stable position. Puse paquetes de trusses en una posicid estable. MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES 0 Hold each truss in position with the erection equipment until top chord temporary lateral restraint Is installed and the truss is fastened to the bearing points. Sostenga cada truss en posicidn con equipo de grtJa hastique 3 eipricocin lateral temporal de la cuerda superior este instalado y el bass estimsegurado en"wisDrtes. 009000 • • • • •• • r • • ® Using a single pick -point at the peak can damage litter trots. • • •••••• •• •• •••• El use de un solo lugar en el Pico Para le"Ptar puede hacer dano al truss. 000001110 • so' or i is • • of •••• •• • • • •••• Appro.. / •fagline Irusa le thh -» • • • R*SSES UP To 30 (9±m) • • • • • • • tRUSSES HAS.4•(p96 Is We • • : Locate • Spreader bar • ..I • Tordn Toe -in above • it yr • mid-helght • • 2/3.• It_ Spreader bar —TI • • lruss length • Tagline TRUSSES UP TO 60'(18.3 m) _� - - - TRUSSES HASTA 60 PIES Spreader bar M to — 3/4 truss length ~ TRUSSES UP TO AND,OVER 60' (1d.3 m) TRUSSES HASTA Y SOME 60 PIES'~ INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO 0 Trusses 20' 0 Trusses 30' t� (6.1m)or �ror�� (9.1m)or r �/ less, support less, support at near peak. quarter points. Soporte Soporte de cerca al Pico los cuartos Jos trusses F Trusses up to 20' -o.de tramo los t Trusses up to 30' de 20 pies o (6.1 m) trusses de 30 (9.1 m) menos. Trusses hasta 20 pies pies to menos. Trusses hasta 30 pies TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL CMRefer to BCSI-B2*** for more information. Vea el resumen BCSI-B2*** Para mas infor- maci6n. 0 Locate ground braces for first truss directly in line with all rows of top chord temporary lateral restraint (see table in the next column). Co/oque los arriostres de tierra para el primer truss directamente en linea con cada una de las filas de restriccidn lateral temporal de la cuerda superior (vea la tabla en la pr6xima columna). DO NOT walk on unbraced trusses. NO camine en trusses 4 - sueltos. Brace first truss securely before erection of additional M STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 0 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arnostres de Berra. 1) Instate el primero truss y ate seguramente at arriostre de tierra. 3) Instate lot prdximos 4 trusses con restriccidn lateral temporal de miembro corto (vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal pars los pianos de los miembros secundarios pans establl ice los primeros cinco trusses (vea abajo). 6) Instate la re5tricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos toes trusses estdn instalacti EmRefer to BCSI-B2*** for more information. vea el resumen SCSI-B2*** para mas informacidn. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RESTRICCIUNIARRIOSTRE PARA TODOS PLANOS DE TRUSSES This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este methdo de restricadn y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. vea la parte superior de la column para la restriccidn y arriostre temporal de Jol 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciam/ento defArdostr• Temporaf de /a Cuerds Superior Up to 30' • as as as • 10' (3 m) o.c. max. •••(O•iq •••• • • (9.1 m) - • it • 87(111.6 m) o.c. max. lip' 13.7m • • • • i5•(S 7�Tt) _ • of **go W1.8 m) o.c. max. • 60' 18.jm • •••••• i"M". ) - I. • • OW6.6 m) o.c. max. 80' 24. m * • • • • is *ConjLftI:djiltered Desigffikfess%nal for trued b er than 60' (18.3 m). *Cony tibW* professional 4W4p46trTdo de Diseiip4lip"t4ullises mas de 60 pies. • • • • ��;A\ Set CSI-82*** for TCT62 options. • • __ ;� \� ��'`. i veie BCSI-82*** pars las options de TdIZ Refer to BCSI.I • for Gable ERd Frame re- • J411 / A( tg/ reinforctint I formation. • • • i I f� ;� "'��\�` Para informacidn sobre 7es'hic- >� cion/arriostre/refuerzo pars 1 �� Armazones Hastiales vea el Repeat diagonal resumen BCSI-B3*** braces for each set of 4 trusses. Note: Ground bracing not shown for clarity. Repita lot arri- sotres diagonales pars cada grupo 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS de 4 trusses. MUM- Diagonal LATERAL RESTRAINT ` bracing & DIAGONAL BRACING Web members << '( ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE —` DIAGONAL �`�` Bottom chords SON MUY IMPORTANTES! Diagonal braces every 10 truss spaces 10' (3 m) - 15' (4.6 m) max. Same spacin 20' (6.1 m) max. as bottom chord lateral restraint Note: Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4xl2' or f•��`��: . greater lapped over two trusses.` Bottom - chords Diagonal braces every 10 truss spaces 20' (6.1 m) max. 10' (3 m) - 15' (4.6 m) V Note: Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 FITUM 10'(3 m) or Diagonal bracing Repeat diagonal bracing Refer 15' (4.6 m)* every 15 truss spaces 30, to BCSI-B7*** for - - (9.1 m) more Information. vea el resumer BCSI-B7*** para - - mas informacidn. Apply diagonal brace to vertical �`� webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and 15' (4.6 m) o.c. for 42 chords. INSTALLING - INSTALACION Out -of -Plans 21 Tolerances for Out -of -Plane. Tolerandas para Fuera-de-Plano. n�-- Length —► Max. Bow _ Max. �—`Len-- w Max. Bow p = Length y o I Plumb i line ,0 Tolerances for Out -of -Plumb. Tolerancias pans D/50 max Fuera-de-Plomada. CONSTRUCTION LOADING CARGA DE CONSTRUCCION DO NOT proceed with construction until all lateral restraint and bracing is securely and properly in place. NO proceda con la construcc/dn hasta que Codas las restric- ciones laterales y los arrlostres estctn co/ocados en forma apropiada y Segura. DO NOT exceed maximum stack heights. Refer to BCSI-B4*** for more Information. NO exceda las alturas maximas de montdn. vea el resumen BCSI-B4*** para mas informacidn. 3-4 tiles high Clay Tile DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO torte, altere o perfore ningdn miembro estructura/ de un truss, a menos que este especificamente permitido en el dibujo del disefio del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccidn o han sido alterados sin /a autonzacidn previa del Fabricante de Trusses, pueden hater nulo y sin efecto /a garantia llmitada del Fabri- cante de Trusses. "'Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance To view a non -printing PDF of this document, visit ed kjg s,SWlindustYrv.�yh1, NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (If applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs asshtance in some aspect of the construction pro)ect, It should seek assistance from a competent party. The methods and procedures outlined in m this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, Installing, restraMing and bracing tmed sses are hasupon the collective experience of learkng personnel Involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be Interpreted as superior to the Wilding designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining/bracing and providing stability for the walk, columns, Floors, roofs and all the interrelated structural building components as determined by me contractor. Thus, SECA and TPI expressly4lsdaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. SHIC1 soon nussrmaot TRUSS PLATE INSTITUTE 6300 Enterprise lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608/274-4849 • www.sbcindustry.com 703/683-101.0 •—Apinst.org