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REV-19-2378
1A ('11) �_ A �6 � 1�g ���\� Miami Shores Village a qin )n Building Department v y 50 N.E.2nd Avenue, Miami Shores, Florida 33138 Q��yj►-���� Te : • (305) 756-8972 uno-EVIP N BER: (305) 762-4949 FBC 20 BUILDING master Permit No.RL, oa " 1 e► ' �}y 2 PERMIT APPLICATION Sub Permit No.VEY- ' TUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [--]PLUMBING ❑MECHANICAL ❑PUBLICWORKS JOB ADDRESS: ;�, 4 � N67 L_0 3" 5r ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade zip: 3 :? 1 3 6 Folio/Parcel#: 1 �� ��i U n 13() 4 10 Is the Building Historically Designated: Yes NO R Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): DC UL05 (v-^, LVL Phone#: -J 'jL.P 530) L 77y Address: U5'0 t1C 3"1) Si llNli'r)�) 03 City: µt+'M^'l State: Zip: 3 3 / 3 7 Tenant/Lessee Name: +- Email: — Phone#: CONTRACTOR: Company Name: Ait4 nl e Cw; ► vjvA 6-,ev Phone#: SL/7 Address: `I LD-0 S City: t4inoA State: 9- zip: 3 3 ( -- Qualifier Name: AhA0W&06- V-1(,l"" 1 Phone#: !766te M! (/ v�1 State Certification or Registration #: ;C-q l_ 16 oZ'3 7 � 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: _ Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition, 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: : � ,,, Vic. -phoy-," I;w '9 �`� 11'�i 5 12+A.11 � mi Specify col Submittal Fee ; Scanning Fee $ JL 'of color thru. tile" Wri—m- if Fie $` Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ . M (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 x Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature -e2! OWNER or AGENT The foregoing instrument was acknowledged beforeme this day of �2 20 , { 1{,by �VG27 Ly,l ^�c� , who is personally known to me or who has produceclF .-Ta Somas identification and who did take an oath. Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of O Cfo , 20 19J by gl Cbard wbi , who is personally known to me or who has produced L• as identification and who did take an oath. R• R• & I J" Print:► . -ii�. t. �► �., Seal: SINDIA ALVAREZ MY COMMISSION # GG 238273 rQK EXPIRES: September 3, 2022 .Fo'dd�4; pnWed TUNotaryry Public Underwriters APPROVED BY ��4v a"••. YOLANDA M.GUIItMU Seal: �. * Notary Public - State of Florid& :•; J { Commission I GG 069059 my Comm. Expires May 22, 2021 " °" �� 80rded througD Nat ona� Notary Assn. ********************************************************** /G3�v Plans Examiner Zoning 14 1� Structural Review Clerk (Revised02/24/2014) COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.8ov/economy 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 "2011" Aluminum French Door w/wo Reinforced Sidelites-L.M.L APPROVAL DOCUMENT: Drawing No: FD01-15 Rev1, titled "Series 2011 Aluminum French Door w/ Sidelites (L.M.I.)", sheets I 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. MISSILE 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 Conc. / 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, when door is used w/mullion (item #13). 3. Flush bolt locking option require interior top/bottom Flush bolts at active and inactive door leaf The Regent 3- point Mortise lock w/deadbolt mechanism option to be at active door leaf. LABELING: 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 will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0929.11 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �� I NOA No. 17-1226.12 MIAMWADE COU M Expiration Date: September 01 , 2021 U6USYN J^ Approval Date: February 22, 2018 • Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings 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 revised 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 with marred -up drawings 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. Note: This test report has an addendum letter dated June 09, 2016, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014, dated 09/02/1.5, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co.) for the "SentryGlasO (Clear -and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 Edition) and letter of no financial interest, both dated SEP 26, 2015, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal dated 08/04/14, approved by Jaime D. Gascon, P.E. shag L 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 Manufacturine, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No: FD01-15 Rev1, 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. 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. MATERIAL -CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6'h Edition) dated 10/23/17, prepared, signed and sealed by Francisco Hernandez, P.E. 2. E-mail Statement letter of extent of DWG revision dated FEB 09, 2018, prepared, signed and sealed by Noel Martinez, Manager, Sun Shine Window Mfg., Inc. F. OTBER 1. This NOA revises NOA # 15-0929AL expiring 09/01/21. Isiraq r Chanda,. P.E. Product Control Examiner NOA No. 17-1226.12 Expiration Date: September 01, 2021 Approval Date: February 22, 2018 E-2 GENERAL STRUCTURAL NOTES: STRUCTURAL NOTES: 1- DESIGN INFORMATION: F.B.C., 2017 2- DESIGN LOAD: F.B.C., 2017 3- DESIGN STANDARD. STEEL DESIGN MANUAL. FOUNDATION: FOUNDATION ALLOWABLE SOIL BEARING PRESSURE: SOIL IS ASSUMED YIO PROVIDE 2000 PSI BEARING CAPACITY, AS FOR VISUAL INSPECTION IT APPEARS TO BE LIMEROCK AND SILICA SAND FREE FROM ORGANIC MATERIALS. -BEFORE PURING FOUNDATION CALL THE ENGINEER OF RECORD TO OBSERVERS THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASED. CONCRETE: ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,0DO PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE 1'. CONCRETE SLUMP. 4' MIN TO 6' MAX. VERTICAL. CONCRETE DROP NOT TO EXCEED 8'. FOR REINFORCED MASONRY USE 2,500 PSI GROUT MIX CONCRETE WITH 9' N- V SLUMP. VERTICAL DROP NOT TO EXCEED 4'-0'. CONCRETE TESTING TO BE AS PER SPECIFICATIONS, OR IF SPECS ARE NOT PROVIDED THEN EVERY 5D YARDS OR PART THEREOF, FOR EACH DAY. 3: CONCRETE COVER: TO BE AS FOLLOWS: 3.- BOTTOM TOP SIDES FOOTING 3- 2- 3' WALLS 5' COLUMNS - 15' BEAM 15' SLABS 1' i' 1' REINFORCING STEEL: BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A-305, AND CONFORMING TO ASTM AS15; GRADE 60. LAP CONTINUOUS TOP AND BOTTOM BARS 48 W DIAMETER, AT MID -SPAN FOR TOP, AND AT SUPPORTS FOR BOTTOM. BARS, AT ALL OF ALL TIE BEAMS. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS FOR STRUCTURAL BEAMS (NON TIE -BEAMS). REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH 'MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCING CONCRETE STRUCTURES% AND THE ACI BUILDING CODE 318, LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL. WOOD MEMBERS: I. ALL BOLTED CONNECTIONS TO BE COMPLETED WITH A307 GALVANIZED STEEL BOLTS WITH WASHERS AT EACH END. FABRICATION, ERECTION, AND CONNECTIONS TO BE AS PER RECOMMENDATIONS OF THE AI.T.C. (AMERICAN INSTITUTE OF TIMBER CONSTRUCTION), LATEST EDITION. ALL WOOD MEMBERS TO BE FREE OF ALL IMPERFECTIONS AS: SPLITS, CHECKS, OR EXCESSIVE KNOTS. UNSATISFACTORY MATERIALS TO BE REPLACED AT NO COST TO OWNER. ALL WOOD MEMBERS EXPOSED TO THE WEATHER OR IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. LUMBER NOTES: 1- LUMBER USED FOR JOISTS, BEAMS, INTERIOR BEARING WALLS ANDUOR OTHER STRUCTURAL MEMBERS SHALL BE OF A CURRENT WOOD CODE NOS 12. WITH MARCH 2O13 ADDENDUM ISSUED BY AMERICAN WOOD COUNCIL WITH REVISED DESIGN VALUES FOR SOUTHERN PINE SPECIE. OR AS NOTED ON DRAWING. 2- INTERIOR STUD LOAD BEARING WALLS SHOULD HAVE A MINIMUM STUD SPACING OF 16' O.C. 3- CORNERS OF STUD WALLS AND PARTITIONS SHALL BE FRAME SOLID BY NOT LESS THAN 3-STUDS. 4. OPENING 4' OR LESS IN WIDTH SHALL HAVE DOUBLE HEADERS NO LESS THAN 2'X4' PLACE ON EDGE WITH A MINIMUM BEARING OF 2'. 5. CONNECTIONS ALL ANCHORS AND CONNECTORS SHALL BE GALVANIZED OR STAINLESS STEEL. GENERAL. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, OPENINGS AND DIMENSIONS, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK, CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND RE -SHORING REQUIRED. 1- CONNECTIONS ALL ANCHORS AND CONNECTORS SHALL BE GALVANIZED OR STAINLESS STEEL 2. DESIGN LOADS (SUPERIMPOSED): - FLOOR LL= 40 p9f, AND DL= 40 PSI - ROOF L1= 30 PSI, AND DL= 25 psf 3- PLANS AND CALCULATIONS HAVE BEEN DESIGNED IN COMPLIANCE WI F.B.C. 2017 EDITION. STRUCTURAL STEEL: I. STRUCTURAL STEEL SHALL CONFORM TO THE AISC *SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. 2- WELDED CONNECTIONS SHALL CONFRONT TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1 WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U.O.N. ELECTRODES ARE TO BE PROTECTED FROM MOSTURE. EXISTING WOODEN ROOF STRUCTURE ABOVE TO REMAIN (NIC) EXISTING F CMA TO REMAIN (NBC) (2) EXISTING FILLED CELLS ON EACH END OF EXISTING CONCRETE OPENING. FILLED CELLS TO REMAIN (MC) (1) 2X4 PT WOODEN BLACK (SYP N2) FASTENED TO NEW WOOD FRAMED OPENING USING}' 0 WOOD SCREWS B. 00 DAAX1 WOOD SCREWS 0 BE EMBEDDED W (AIN.) TO WOOD FRAMED OPENING ON BOTH SIDES. PROVIDE NEW FILLED CELL (3PSI GROUT) WITH (1)15 VERTICAL REINFORCEMENT BARON EACH SIDE OF NEW OPENING. REBAR TO BE LAP SPUCED 36'(MIN.) AND EMBEDDED TO EXISTING CONCRETE STRUCTURE AT TOP AND ON BOTTOM DESIGN PRESSURES OPENING STIES AREA ZONE 4 (P•) ZONE 5 FSF) TAG � 1� 1-1 Id 1-1 U1 101.64C e6.6 .3e.e -4z.4 ZONE 4 (PSF) ZONE 5 (PSF) TRIBUTARY AREA IN (-1 IN 0 O SF TO 108E .43A -•.8 .43.1 -577 11 SF TO 29 SF .41.3 .44.9 .41.3 -577 30 SF TO 40 SF .39.1 .42.8 .39.1 -50V 50 SF TO 99 SF .388 .42.4 .38.8 -48.6 100 SF TO 1" SF .36.5 .40.2 .36.5 -44.9 NOTES: 1. ZONE ©IS DEFINED AS ANY DOOR OR WINDOW WfIMN TFROM ANY COMER OF THE BUILDING. ALL OTHER LOCATIONS ARE DEFINED AS ZONE 2. VALUES INDICATED CAN BE INTERPOLATED. 3. FOR kG1.0, MULTIPLY VALUES BY 1.18 4. PRES81.91E8 BASED ON ASCE 7.10 AND ARE ALLOWABLE PRESSURES. FOR ULTIMATE PRESSURES, DIVIDE VALUES BY OA GOVERMNGCODE ASCE 7-10 BASIL WIND SPEED V-175 MPH SECTION 25.5A BUILDING CATEGORY 11 IMPORTANCE FACTOR I=1 OK TABLE 2&6.1 DIRECTION1ALY FACTOR 4=0.85 TABLE 26.6.1 EXPOSURE 4AWFRS C SECGON 26.7.3 COMPONENTS MD CLADDING C TABLE 28.8.1 INTERNAL PRESSURE GCO=-0A$ TABLE 25.1A COEFFICIENT MEANS FOOF HEIGHT <IT-0, GLAZING NOTES 1. WINDOWSAT TUB & SHOWER WITH SILL BELOW 60' F.F.L SHALL USE CATEGORY II 2. TUB & SHOWER DOORS OR ENCLOSURES Wf CUSS AREA GREATER THAN 9 SQ, FT. SHALL USE CATEGORY II SAFETY GLASS. STRUCTURAL SCOPE OF WORK I. MODIFY WIDTH OF EXISTING OPENINGTO RECENE NEW IMPACT RATED FRENCH DOOR STRUCTURAL PLAN KEY NOTES (1) NEW rff CONCRETE BLOCK AND PROVIDE (t) 05 VERTICAL REINFORCEMENT BAR OEMBEDDED TO TOP AND BDT.OF EXISTING CONCRETE STRUCTURE. NEW REINFORCED BOCK TO BE TIED -IN TO EXISTING FILLED CELLS ON SIDES OF EXISTING OPENING. SEE DETAILS 2.3 ON SHEET $1.00. OIMPACT RATED FRENCH DOOR WITH SIDELITEB TO BE INSTALLED IN NEW OPENING O(2)EXISTING REINFORCED FILLED CELLS ON BOTH SIDES OF EXISTING OPENING TO REMAIN ANC) FILLED T� FILLED CELLS 8 CELLS 2 NEW OPENING STRUCTURAL ELEVATION acwTlrz•-r EXISTING 8Y1r CONCRETE TIE BEAM TO REMAIN (NIC) (1) 2X4 PT WOODEN BUCK (SYP02) FASTENED TO BOTTOM OF EXISTING CONCRETE TIE DOWN USINGY' 0 TAPCON TELCO ULTRACCN) 0 r OC NW). TAPCON TO BE EMBEDDED70 CONCRETE BEAM TO BE 1}PAN) EMEBED (TINS REBAR r INTO EXISTING CONCRETE STRUCTURE. REBAR TO BE EMBEDDED WITH EPDXY ADHESIVE (IYR) PROVIDE D TIES @ 12' OC (VERTICAL) EMBEDDED S INTO NEW FILLED CELL AND 4- INTO EXISTING FILLED CELL WITH EPDXY ADHESIVE (TYP.) (1) 2X4 PT WOODEN BLACK (SYP N2) FASTENED TO BOTTOM OF EXISTING CONCRETE TIE DOWN USINGY.-0 TAPCON (ELCO UUTRACON) a r OC OMX). TAPCDNTO BE EM�IIDED TO CONCRETE BEND TO BE I t (MN.) EXISTING SCMU TO REMAIN ANC) (2) EXISTING FlL ED CELLS ON EACH END OF EXISTIM CONCRETE OPENING FILLED CELLSTO REMAIN (HIC) EMBED (1) 05 REBAR F REINTO EJOSiNG CONCRETE STRUCTURE. PFBAR TOBE EMBEDDED WITH EPDXY ADHESIVE (TYR) EXISTING MONOLITHIC CONCRETE FOOTING TO REMAIN (N IC) LAMAS N•U�A1p•yUw�09Aww4����/YN I I H�u�����tON�S��RN�QM�M��GNM/�IIMNINI/ s - IH: 305A20.5720 IIII 80.96999 SUITE III s F: 305.008.3463 DOR All architecture -lamasarchmAlmom planniflg I interiordesign AA 26003411 - AmAs OR= LM RA ARM ��: R s ail TrI' N: i i�� --' �R�11 iSUY,FY/9Y.k/Y1•WSA�wR•w�9��/7��4wUw/N�•.'1l�R '� - '� A� E TI%ROOF STRUCTURE AND INGMEIIWETOREMAIN •• ISTINIGnI2'FTEREMM�IE (IlC CONCRETE FRIUCTU E E8M TO BE EMBEDDED WITH EPDXY ADHESIVE (TYP.) ARE LATHE AND STUCCO OVER NEW CMU, STUCCO TO MATCH EXISTING PROVIDE NEW FILLED CELL POW PSI GROUT) WITH (1) b VERTICAL REINFORCEMENT BAR ON EACH SIDE OF NEW OPENING RE BM TO BE LAP SPLICED 36. (MN.) AND EMBEDDED TO CONCRETE IMUCTURE AT TOP AEXISTING PROVIDE IM BOARD OVER WOOD 1N2 Pi WOOD FURRING SOUPS W Q7 PROVIDE FOL INSULATION BETWEEN NEW FURRING STRIPS (R11) O STI EMEBEDN5REBAR EXING ' REBAR TO BE RE.IIRE CONCRETETESTRUCTURE ADHESIVE I EMBEDDED WITH EPDXY (TYP) O EXISTING CONCRETE POOL DECK TO REMAIN PC) U EXISTING M3NOUTHC CONCRETE FOOTING TO REMAN(NIC) A • • N • STRUCTURAL PLAN J) acaleue••r • CD l ' II(m�I N \_ I11' W I W V Z o cm0 z ¢To L� z `•� cry 41EQ •• ••• •••••• • •••• ••••• •• • •• • ••••• •DINT INGMIGL •• • • • • • • • • BEUK9StOUP.UC • 4iw'S1P g5T+pTEYUE • • • • • • • 4rwtKaewa • •••••• ---------------- �� oAnt • • • 91EET IIRE. SiRUCTURAI PLANS, SECTIONS AND NOTES RDnt.9 19050 TRIM B[ 6 Two SI III S;4E U SOTLB 189E OAR: 2=17 RA4: CONSTRUCTION DOCUMENTS SET N MINA S SECTION 9cwEur•r GENERAL NOTES: INDEX OF DRAWINGS: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) 1 OF 26 .- GENERAL NOTES AND INDEX OF DRAWINGS. AND FBC 6TH EDITION (2017). 2 OF 26 .- DOUBLE OUTSWING DOOR ELEVATIONS. 3 OF 26 .- SINGLE OUTSWING DOOR ELEVATIONS. 2.- SHUTTERS ARE NOT- REQUIRED. 4 OF 26 .- ANCHOR DISTRIBUTION. 5 OF 26 .- CLUSTER DETAILS. 3.- REFERENCE TEST REPORT FTL-7832 DATED ON 08/19/2015. 6 OF 26 .- DESIGN PRESSURES CHARTS. A, B, C AND D. 7 OF 26 .- VERTICAL SECTIONS 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 8 9 OF OF 26 .- 26 VERTICAL SECTIONS C AND D1. HORIZONTAL SECTIONS E AND F. 4 OF 26, CLUSTERS DETAILS ON SHEET 5 OF 26 AND TYPICAL SECTIONS 10 OF .- 26 .- HORIZONTAL SECTION G. ON SHEETS 17 THRU 26. 11 OF 26 .- HORIZONTAL SECTION G2. 5.- WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL 12 OF OF 26 .- 26 HORIZONTAL SECTIONS F1 AND E1. HORIZONTAL SECTIONS H AND H1. SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER 13 14 OF .- 26 HORIZONTAL SECTIONS G1 AND El. THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND 15 OF .- 26 HORIZONTAL SECTIONS H AND J. SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR 16 OF .- 26 .- HORIZONTAL SECTIONS H AND J1. INSTALLATION. 17 OF 26 .- EXTRUSIONS. 6.- WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT 18 19 OF OF 26 .- 26 MATERIAL LIST AND GLAZING DETAILS. DOOR FRAME HEAD INSTALLATION DETAILS. APPROVAL SHALL BE SOUTHERN YELLOW PINE G = 0.55 OR GREATER DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR 20 OF .- 26 .- SIDELITE HEAD INSTALLATION DETAILS. 21 OF 26 .- DOOR FRAME JAMB INSTALLATION DETAILS. INSTALLATION. 22 OF 26 .- SIDELITE JAMB INSTALLATION DETAILS. 7.- CONCRETE (AT HEAD AND THRESHOLD) / FILLED MASONRY STRUCTURE (AT 23 OF OF 26 .- 26 DOOR FRAME STANDARD THRESHOLD INSTALLATION DOOR FRAME HANDICAP THRESHOLD INSTALLATION JAMBS) FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING 24 25 OF .- 26 .- SIDELITE SILL INSTALLATION DETAILS. REQUIREMENTS: 26 OF 26 .- CORNERS DETAILS. - 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. B.- 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. 11.- 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. GENERAL NOTES AND INDEX OF DRAWINGS THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DETAILS. DETAILS. •• ••••• ••••• ee mopdy n with AM Fiotida� • • 46,01ot Code �,, j • • Aaeepteece No I iub •j 2 ��pirali.a n.re =�1� No. 51393 • : ��l/ � � '• TATE OF �����•''•.F<ORlvp- ' G\ NAk- FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Haleah, Florida 3M12 Ph: (305)364-9952 Fox:(305)828-5118 .j W • U � rr • i o 0. � Y • p � V• • o 0 0 V) IN I 0 Z. •- DRAWING No. FD01-15 DATE: 05/17/ 16 SCALE: N.T.S. SHEET 1 OF 26 I• • L+J D.L.O. D.L.O. HEIGHT - FRAME HEIGHT — 15 1/8' D.LO. WIDTH (PANEL) - PANEL WIDTH — 11 1/2- D.L.O. WIDTH (SIOELITE) - MAX. SWELITE FRAME WIDTH — 13 1/8' 174 1/2' MAX. FRAME WIDTH FLUSH BOLTS Al 61 (O INTERIOR SIDE) O PANEL, \26 15/16- 35 9/16- MAX. DLO. MAX. D.L.O. /� / F1 E1 DEAD BOLT d LEVER HANDLE p � / G C / — r B +8' SIDEUTE FRAME FI.USH BOLTS I mm. DOOR FRAME WIDTH IMAX SIDELTTE FRAME EXTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELITES (WITH FLUSH BOLT OPTION) 47A t10' MAX. FRAME WIDTH n Flusl+ BOLTSIN © n gum PANEL 26 15/16- 35 9/16- / / MAX. D.LO. MAX \ LO. / E1 F1 G \ F E / \ ao O J st o• FLUSH 80LTS (ON c •N PANS) B D1 Q B i 48- I 78FLUSH BOLTS 4r THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED ID714 MAX. DOOR FRAME WIDTH — WX. SIOELIM FRAME INTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELITES (MATH FLUSH BOLT OPTION) FLUSH BOLTS (O NiTERIOR SIDE) P / \ 26 15/16' / MAX. D.L.O. / DEAD BOLT HANDLE _LEVER N G \ \ � N N � D01 —� FLUSH BOLTS 78• u" tVVW FR1YP WnM EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (WITH FLUSH BOLT OPTION) 78 FLUSH BOLTS I MAX. DOOR FRAME WIDTH INTERIOR ELEVATION DOUBLE OUTSWING DOOR (WRH FLUSH BOLT OPTION) DOUBLE OUTSWING DOOR ELEVATIONS 3 POINT Momm LOCK ENGAGEMENT ROD. FLUSH BOLTS © (O INTERIOR SIDE) He / \ 26 15/16' / MAX D.L.O. / / G H1 3 PONTMORTISE hHANWI� (OPTIONAL) / O C \ / MORTISE E LOCK lR9f8E) 78' EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (WITH 3 POINT MORTISE LOCK OPTION) 3 POINT MORTISE LOCK FLUSH BOLTS ENGAGEMENT ROD. P; M Q G 26 15/16' \ MAX. D.O. POINT \ 3MORTISE LOCK ` h �+ FLUSH BOLTS ON NrACTIVE M PANEL ONLY) \ p D1 D\ 41 FLUSH BOLTS 3l3d�C NT MORTISE ON INACTIVE PANEL ONLY) 78' • • •• • 6 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Fladda 33012 Ph: (305)364-9952 Fax:(305)828-5118 Cn T v , ooa. RA = �aa U z R"z' W •• • • • •••• • • •• •• w • �•• • • •••••• W • U • • n • •'• • •i • • p • • • •CL •� W 0O 0 0 (N 1N U MAx DOOR FRAME WIDT� G` Cj0 N RA, ��// O II- TERIOR ELEVA�Y .• �1GENSFq2o DOUBLEOUTS R .tn� o (+ 3 POND MORTISE OCK No. 51393 z 7�C DRAWING No. "WDUCfREMrA =-v of FD01-15 �WYixg w� k At Flerilh �3 balding Cods i ATE OF : ' k/ Aoc9s,lpiir>t11�wDretlact 1---Z � s'•,'�CORiOt`.•'•G\7 � DATE:05/17/16 11 ` N.T.S. PfoialooT a � FRANCI dl9IL� XNDEZ FLORIDA PE # 51393 SHEET 2 OF 26 fU D.L.O. D.L.O. HEIGHT - FRAME HEIGHT - 15 1/8- D.L.O. WIDTH (PANEL) - PANEL WIDTH - 11 1/2- D.LO. WIDTH (SIDELITE) - MAX. Sown FRAME WIDTH - 13 1/e 138 1/2' 3 POINT MORTISE LOCK MAX. FRAME WIDTH FLUSH BOLT FLUSH SOLT ENGAGEMENT ROD. O© (O INTERwR n � (O HJTERIOR 510� PANEL 28 13/11r 35 9/16- F MAX. O.LO. / G1 MAX. D.LA E1 / p DEAD BOLT LEVER HANDLE h O N a / B D D1 \ FLUSH BOLT / 48+ (O INTERIOR SIDE) SIDELITE FRAME MAX DOOR FRAME WIDTH MAX SIOELlTE FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDEL= (WITH FLUSH BOLT OPTION) 138 7/16' MAX. FRAME WIDTH �nA �0 O \28 13/16' 35 9/16- MAX�D L.O. MAX. D.L.O. G1 \ F E FLUSH BOLTS B / D D1 B I � \FLUSH BOL7 I 48' 42' 48' MAX A AX. SIDELTTE FRAME WIDTH FRAME DOOR MAX SOELRE FRAME WIDTH INTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELTTES (WRH FLUSH BOLT OPTION) THIS PRODUCT IS HAPACT RESISTANT SHUTTERS ARE NOT REQUIRED O EL 28 13/16- MAX. O. / J / D D1 FLUSH BOLT O INTERIOR SIDE) 42' DEAD BOLT / HANDLE MAX DOOR FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR (WITH FLUSH BOLT OPTION) \ 28 13/16' } \ H Al I m � � FLUSH BOLT 42' FRAMEMAX WIDTH INTERIOR ELEVATION SINGLE OUTSWING DOOR (WRH FLUSH BOLT OPTION) SINGLE OUTSWING DOOR ELEVATIONS Sunshine Windows 28 13/16- i erw'r Manufacturing, Inc. 1745 W. 33rd Place Hiatech, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 MAX. D.L.O. / / J1 / v 3 POINT MORTISE LACK 42' yj�`-- R00• r MAX. DOOR FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR (WITH 3 POINT MORTISE LACK OPTION) 3 POINT MORTISE LOCK ENGAGEMENT ROD. \ .••••. 28 13/16' � MAX. D.LO. 3 POINT L/I 3 POINT MORTISE ENGAGEMENT ROD. n FRAMHE E WI07H \\ \�1111111U!!/ INTERIOR EL*41,�E( sTOUTs\. F p� POW No. 51393 -r gW*pWi-R wI44 Ik Flag• STATE OF <(/ AmeptlateNeJDt,•)Z �����`••'•.F�ORIDP. ' G��� IE> *WJ*. D-r- - �, FRANCISG�d �IL�,�VANDEZ FLORIDA PE # 51393 •' 4' 1 1. W • • o • N •• • •O � F O 0 0 V) N I Q N o zl" i i i DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 3 OF 26 • 174 1/2' MAX. FRAME WIDTH MAX SEE HEAD/THRESHOLD HEMjtHRFSFIOW SEE HEA PHRESNDLD WAD/THRESt�LD CORNER CLUSTER DETAILS ASTttAGAI END CLUSTER SIDELITE END CLUSTER r.SEE RNER CI.US7ER DETNtS3 AND 3A ON SHEET 5 OF 28 1AET l A D 1A ON ��DETAILS 5 OAND 2AON 3 AND 3A ON SHEET 5 OF 26 IS ("'r SIDELTTE FRAME MAX DOOR FRAME WIDTHMAY � SIDq,FRAME WIDTH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDELI'TES 138 1/2' MAx. FRAME WIDTH 3' MAX SEE D SEE HEAO/TFIRESHOLD [SEHERET END CLUSTERDETAq.S 2 AND 2A ON 2 AND 2A ON SHEET 5OF 28 OF 26 FA / D.L.O. / D.L.O. HEIGHT - FRAME HEIGHT - 15 1/8- D.LO. WIDTH (PANEL) - PANEL WIDTH - 11 1/2' D.LO. WIDTH (SWIM - MAX. SIDELITE FRAME WIDTH - 13 1/8' IT \\ m I THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED 48' I 42' 1 4r SIDELRE FRAME WIDTH FRMAYL t� MAX. SIDEUTE FRAME EXTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELTTES CORNER CLUSTER DETAILS 3 AND 3A ON SHEET 5 OF 28 MAX 78' MAX. FRAME WIDTH ASTRAGAL. END CLUSTER DETAILS 1 AND 1A ON SHEET 5 OF 26 4 t b ANCHOR DISTRIBUTION ELEVATIONS EXTERIOR ELEVATION DOUBLE OUTSWING DOOR �I SEE L �'r ` Sunshine Windows 3 AND 3A ON SHEET 5 OF 28 Monufactudng, Inc. 1745 W. 33rd Place Hialeah, Flarlda 33012 Ph: (305)364-9952 Fox:(305)828-5118 wC/� U CO HEAD ER Dto • � Liti • �s• r�� • CORNER CLUSTER DETAILS . • • 3 AND 3A ON SHEET 5 OF 26 • • • • • EXTERIOR ELEVATION SINGLE OUTSWING DOOR MiODUC f REVWM as Qmpv".rtth the mm ik k"ns code Aecy►tuct Ne -/22G • t 2- EJ,PtrmN note q1I I t • •••••• • • •••••• • • • • • •• •• •••••• • • • o • W • n 0 • • •• •0 •••• 5 0 a. 4m Y • 0cc p• V• • E LT W 0 O iE \SCO•.HERN LoUj ��� �G •' �,�C,ENSF ' 9/tjQ �i o c14 No.51393 Z '� DRAWING No. FD01-15 Q� •,tTE OF • !(� �••'•,� 3'0 "At�� DATE: 05/17/16 SCALE: N.T.S. ��\ FRANC1S6 tiHORIV�A�IDEZ FLORIDA PE # 51393 SHEET 4 OF 26 • •n• CENTER LINE. CLUSTER OF 5 5/16" ULTRACON IN CONCRETE OR 1/4"-20 DRIL—FLEX GR 5 SELF DRILLING SCREWS IN METAI CLUSTER OF 6 5/16" ULTRACON IN CONCRETE OR 1/4"-20 DRIL—FLEX GR 5 SELF DRILLING SCREWS IN METAL CLUSTER OF 2 5/16" ULTRACON IN CONCRETE OR 1 4"-20 DRIL—FLEX GR 5 CLUSTER DETAIL 1 CLUSTER DETAIL 2 CLUSTER DETAIL 3 (5 ANCHORS IN CONCRETE OR METAL) (6 ANCHORS IN CONCRETE OR METAL) (2 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD USE FOR HEAD AND THRESHOLD USE FOR HEAD AND THRESHOLD AT ASTRAGAL END AT SIDELITE END/MULLION/DOOR CONNECTION AT DOOR AND/OR SIDELITE CORNERS CLUSTER OF 7 5/16" ULTRACON IN WOOD CLUSTER DETAIL, lA (7 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END NOTE: I, SEE SHEETS 19 THROUGH 25 FOR INSTALLATION DETAILS. CENTER LINE. K CLUSTER DETAIL 2A (8 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT SIDELITE END/MULLION/DOOR CONNECTION CLUSTER OF 8 5/16" ULTRACON IN WOOD CLUSTER ANCHORS SHALL BE AS FOLLOWS: — 5/16- 0 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" 0 KWIK—FLEX OR 1/4"-20 DRIL—FLEX GR 5 (Fy = 160 KSI MIN.) SELF DRILLING SCREWS THROUGH METAL, MIN. 3 THREADS BEYOND SUBSTRATE HEAD AND THRESHOLD ASTRAGAL/SIDELITE END CLUSTER DETAILS CLUSTER OF 2 5/16" ULTRACON IN WOOD CLUSTER DETAIL 3A (2 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDELITE CORNERS ff"DuC f REVIISAD �. "•>aprft with tm Fie" caw Aseti"act No 1-7IZ - !ems aK cam" \```NktIIIIIII/ / /// �G\S ON' No. 51393 14TATE OF <C/ O��S' FLORIOP. '•G��` NAII- FRANCISCd 1 WR' NANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Hlohmh. FkAdo 33012 Ph: (305)364-9952 Fox:(305)828-5118 W • U J O • d N • • i• W W 0 0 co N VI r 1 Ln Q N DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 5 OF 26 DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16' DIA. ULTRACON ANCHOR CLUSTERS INSTALLED IN CONCRETE OR 1/4" KWIK FLEX OR DRIL-FLEX OR 5 SELF DRILLING SCREWS CLUSTERS INSTALLED IN METAL AT HEAD AND THRESHOLD OF SIDELITE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SIDELITE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS DOOR MAXIMUM AND SIDELITE WIDTH DOOR SIDELITE WITHOUT WHEN SIDELITES WITH PANEL FRAME SIDELITES ARE USED AT SIDELITES WIDTH HEIGHT THE SIDES OF (NOMINAL) I (NOMINAL) POS. NEG. THE DOOR POS. NEG. 48" 80.00 80.00 SINGLE (42% DOUBLE (78-) 80.00 80.00 42" 80.00 80.00 36" 80.00 80.00 30• 80.00 80.00 108" 48' 80.00 80.00 SINGLE (30") 42" 80.00 80.00 DOUBLE (60-) SEE NOTE 1 80.00 80.00 36" 80.00 80.00 30" 80.00 80.00 'Q. 80.00 80.00 SINGLE (42-) DOUBLE (78-) 80.00 42' 80.00 80.00 36" 80.00 80.00 30• 80.00 80.00 96" 48" 80.00 80.00 SINGLE (307 42" 80.00 80.00 DOUBLE (60') 80.00 80.00 36" 80.00 80.00 SEE NOTE 1 30• 80.00 80.00 48" 80.00 80.00 SINGLE (42") DOUBLE (78-) 80.00 80.00 42" 80.00 80.00 36" 80.00 80.00 30• 80.00 80.00 82" m. 80.00 80.00 SINGLE (30-) 42• 80.00 80.00 DOUBLE (60") 80.00 80.00 36' 80.00 80.00 SEE NOTE 1 30• 80.00 80.00 DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16' DIA. ULTRACON ANCHOR CLUSTERS INSTALLED IN WOOD AT HEAD AND THRESHOLD OF SIDEUTE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SIDELTTE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS) MAXIMUM DOOR SIDELITE WIDTH DOOR LEAF AND SIDELITE WITHOUT SIDELTTES WHEN SIDELITES ARE USED AT WITH SIDEUIES WIDTH HEIGHT THE SIDES OF (NOMINAL) (NOMINAL) POS. NEG. THE DOOR POS. NEG. 48" 78.97 78.97 SINGLE (42-) DOUBLE (78) 78.97 78.97 42" 78.97 78.97 36" 78.97 78.97 30• 78.97 78.97 108' 48" 80.00 80.00 SINGLE (30') 42" 80.00 80.00 DOUBLE (607 SEE NOTE i 80.00 80.00 36" 80.00 80.00 30• 80.00 80.00 48' 80.00 80.00 SINGLE (427 DOUBLE (78-) 80.00 80.00 42' 80.00 80.00 36" 80.00 80.00 30" 80.00 80.00 96" 48• 80.00 80.00 SINGLE (30-) 42• 80.00 80.00 DOUBLE (60') 80.00 80.00 36" 80.00 80.00 SEE NOTE 1 30• 80.00 80.00 48• 80.00 80.00 SINGLE (42') DOUBLE (78-) 80.00 80.00 42" 80.00 80.00 36„ 80.00 80.00 30" 80.00 80.00 82" 48• 80.00 80.00 SINGLE (30") 42' 80.00 80.00 DOUBLE (60' 80.00 80.00 36 80•00 80•00 SEE NOTE 1 30" 80.00 60.00 DESIGN PRESSURES CHARTS WIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN (A.S.D.). WIND LOADS CALCULATED BASED UPON "ULTIMATE WIND SPEED' AS DETERMINED FROM ASCE 7-10 ARE PERMITTED TO BE MULTIPLIED BY 0.6 TO CONVERT TO A.S.D AND CAN BE COMPARED TO THE A.S.D. CHARTS. NOTE 1 DOORS REQUIRING EGRESS (FULL USER PASSAGE) SHALL COMPLY WITH THE REQUIREMENTS OF NOTE NO. 11 ON SHEET 1 OF 26, ►aooucrREVIM m oempl,Ting Wilk lk Fi fw Iw"us aerie AweptaeceNa 17-1�?2is•`2 fraplratirt Orte� j�.�_ M Comod .oeN FRNq�'o'�, No.51393 �� 62 - lS - l•�\ TE OF ,S10NAL1111110 E.��• FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Ploce Hioleoh, FlorWo 3M12 Ph: (305)364-9952 Fox:(305)828-5118 W Qw C/) Fri t/1 W 6 C) • • • • a•• a • ease • DRAWING No. FD01-15 DATE:09/06/15 SCALE: N.T.S. SHEET 6 OF 26 • z c; LL LL LL C V EXTERIOR SIDELITE PANEL NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 INTERIOR 0 EXTERIOR VERTICAL SECTIONS TE: GLAZING DETAILS SHEET 16 OF 26 [MIC1( • DOOR PANEL WITH STANDARD THRESHOLD (WATER RATED) r-- J,NmDUGi 1tEYllMD ae&tY4'ft witt tk Fbrw eptuace Ne, 6VIMd" Datc o a- I U.. -I l .L�......�r Ilitti $W Pl' od C,ew1Nt Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Malech, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 �G•' �ra a ��• No. 51353 c = �1r Z .- %� t 2 \S — DRAWING No. p•. STATE OF � �••'• FCORID�.• • .��� FD01-15 S/� ��� "'• DATE:05/17/16 /S10NAI-,� llli SCALE: 1 2r _ 1. �— FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 7 OF 26 I on 0 EXTERIOR 11►� Y :1:i7 HANDICAP THRESHOLD SHALL NOT BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOOR PANEL WITH HANDICAP THRESHOLD (OPTIONAL) NOTE: A.D.A COMPLIANT. SEE GLAZING DETAILS ON SHEET 18 OF 26 VERTICAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 •eanuc cuvil" er p11rplyft with He FbRW AnWance No � E,pi *don D, e 0 IHF� ' No. 51393 .4- t2'�s'fu, STATE OF ((�. F(OR%Dr`. sYONAL,E llllf FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufoctu6ng, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 0 0 0 Cn W c� z E m �cv z�111 DRAWING No. FD01-15 DATE: 09/06/15 SCALE: 1 2" SHEET 8 OF 26 ON •t 0 NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH EXTERIOR HORIZONTAL SECTIONS MATCH LINE ewpL'U REYW" ",Mptykg will; the p"1011i bodies ewe I ?— E,pig pate `��1\1111111��` No. 51393 'Ph -� a ' STATE OF 0��FCORIDP• G��` 1j111111j FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufoctudng, Inc. 1745 W. 33rd Place Moleoh, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 W n O a v 0 U Z O o a 0 0 U r` I a c� o LIB t 1 1 DRAWING No. FD01-15 DATE: 09/06/ 15 SCALE: 1 2"-1. SHEET 9 OF 26 MATCH LINE NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR WIDTH rk I I,-" M!V TG• AT TA0 AAIr% cnTrnu I Otil l IUN UN JMtt I L Ur 10.) EXTERIOR G HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH FLUSH BOLT OPTION) OwDUc f REVWM as qmayisgW" ot fbdom. ImWirrg CS& Acceptance No !%-i-�2-2�sC�• 1 Z $xpira im 111;►ab' *-* rodeo 4@Wd TC H ENsF' No. 51393 i Q �STE OF C(/ �� •• FLORIOP'.•''•.��� S'ONA� E�.• /1111111% FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 11*0 . .•L) �A cs • w C4 a U5•'Z a U � r 0 N O Z 00 O W oo= � Lo 04 DRAWING No. FD01-15 DATE: 05/17/ 16 SCALE: 1 2"-1 " SHEET 10 OF 26 MATCH LINE NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 22 DOOR WIDTH f']^ILtf- LAf10-r1C-C I flkPV FLUSH BOLTS AT TOP AND BOTTOM AC 1KIM-Thir DAMIrt HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) a , "Duct arymm ,Nftn*bgwmjkftia h"ftg QW8 AOMplaftv Net z:Ltz4 it- k W40 r 'get cQm4,w ,TCH LINE -7 a 3 FRANCISCO OERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Place Hloleal% Florida 3M12 Ph: (305)364-9952 Fox:(305)828-51 18 O Z 0 O 0 LAJ 0z 0z fN rn LO 1'4 DRAWING No. FDOl-15 DATE: 05/17/16 SCALE: 1/2"=1" SHEET 11 OF 26 040 MATCH SINE NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH EXTERIOR HORIZONTAL SECTIONS !mDucr vp+wvbe wftmk tea= CO& Aaceptaace No L • f 2- Espi oba Date jt / 2 � "r Sc0.HE)4 4;�. ' _\GENS, ' No. 51393 12-tS-lam ATE OF �0�`�.s•• FCORiOP.•'�G��� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows ManufactuHng, Inc. 1745 W. 33rd Place Hialeah. narldo 33012 Ph: (305)364-9952 Fox:(305)828-5118 3 LLJ UZ O O t�. 0 O N E N �jCr_ V i 0 O N .- 1 1 1 1 DRAWING No. FD01-15 DATE:05/07/16 SCALE: 1 2'-1' SHEET 12 OF 26 MAtCH LINE DOOR FRAME WIDTH EXTERIOR O MATCH LINE HORIZONTAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH EXTERIOR , 00 ``\\\11111111// No. 51393 e•r cs Q STATE OF NAL ��.. '�lltlillil\\\` FRANCISCO HERNANDEZ FLORIDA PE # 51393 3 W n CL N Uz 0 o w �0 N Nss G1 m a: i .Q� N o z — DRAWING No. FD01-15 DATE:09/06/15 SCALE: 1 2'•_ 1 a SHEET 13 OF 26 . MATCH LINE NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH — , �r t , nni -re- ►T TAD AAIr) anTTnu El G 1 EXTERIOR HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) No. 51393 c a STATE OF �iO��• F<OR1DP. G�� FRANCISCO HERNANDEZ FLORIDA PE # 51393 3 U i, n a N m UZ O ir E W O O O in- Fn n I tn N 0 z .- DRAWING No. FD01-15 DATE:09/06/15 SCALE: 1 2"-1 • SHEET 14 OF 26 rf i tcu cnl TC AT TAD AMn MnTTnk4 ;ITION H J EXTERIOR DOOR FRAME WIDTH NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) �Sc,O HERN ��� �G •' �,�CENSF ••.9y 'i 4 ' No. 51393 STATE OF 0/ ' F NAk- �1111 0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 W r 0 2 v UZ O O W 0 0 0, ce i Ln tc%l LLJ DRAWING No. FD01-15 DATE: 09/06/15 SCALE: 1/2•-1" SHEET 15 OF 26 NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 INTERIOR s Mutt ♦If%0TIQC I nt V H Jl EXTERIOR DOOR FRAME WIDTH HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) a am wit ft Flo %h Foeo" r rce No ,,--, Sunshine Windows manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 V .. .. En..� rT� • •• %. . •• ,J • •000 W _ � N 0 Z 0 0 cc E Re O O N !n / cc a V �.� G�SG.......Ln '�% `� ACC,.•' �,�CEJVSF'-:Q�jiO�� 4 ' No. 51393 o �~Q� ATE OF P FD01-15 i��is'0lVAtr ��`\\�� DATE: 05/17/16 / r r 1 11 1 � � SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 16 OF 26 :I O DDOR FRAME HEAD 1.300 176 1.124 062 ` �6 .062 440 -� 1.000 fi90 7--� f -.112 —1 O INSTALLATION SCREW COVER I--,.0001_E063 �T 15 HANDICAP THRESHOLD SCREW COVER O TOP & BOTTOM RAIL O DOOR FRAME JAMB 1 O DOOR FRAME STANDARD THRESHOLD .387 4.750 1.890 00 .7501 R.0 328 500 120 1 —2.129 1.07 1.546�A O DOOR FRAME HANDICAP THRESHOLD 4.1 O a (D HINGE STILE ACTIVE STILE INACTIVE STILE 1.634 12'1001 40�� .262 .351 R.073 .062 136V,-0751 �-.817 10 WEATHER STRIP PLATE 11 GLAZING BEAD FOR GLASS THICKNESS = 7/16" 0 0 GLAZING BEAD FOR GLASS THICKNESS = 1" 12 TOP & BOTTOM PLATE 4 13 ALUMINUM MULLION NOTE: ALL DIMENSIONS ARE INCHES UNIT. EXTRUSIONS 1.436 .06 .062 ,-p53 .D6 440 �— 1.000 . T 14 THRESHOLD SCREW COVER 45' .184 .045-1 r 125 1.312 .317 DIA .312 16 ALUMINUM HINGES OWDUCf REVISED .4 ;mart �f Abc F;oiw- 8o�de.g GD& AacePta.ce Net?- Z 2 • i Z g�ir.tller I1.te �i 1 taw 1.125 .100 )78.092 7 01 1.600 1.8 -125 t.100 -4. .. 2571 ••••• .800 • • v 500 +187 187 3.790 o- �4LUM100 6AP&CEMENT, t2 {��•. STATE OF <(/. //`/ /0NAL \\ \ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33►d Place Hloteah, Florida 3M12 Ph: (305)364-9952 Fax:(305)828-5118 0- N o Z 0 � E O W 0 o N (N 8 T i N DRAWING No. FD01-15 DATE: 05 17 16 SCALE: N.T.S. SHEET 17 OF 26 MATERIAL LIST ITEM # PART # QUANTITY DESCRIP ITON MATERIAL MFR./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 W33321NK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROYLENE ULTRAFAB 18 290DZlABBP AS REQUIRED DEAD BOLT ZINC REGENT HARDWARE 19 290L3ZAB3BP 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 IDOW CORNING 899 AS REQUIRED RTV SILICONE GLAZING SEALANT SILICONE DOW CORNING 24 E20318WN3020 AS REQUIRED T-SLOT EXTRUDED SEAL BULB TPE PLASTIC ULTRAFA8 25 2BB93 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 # 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 D SECTION RUBBER SEAL EPDM TRIMLOCK 3/16" H.S. GLASS DOUBLE FACE GLAZING TAPE EXTERIOR t� 0 875" DOW CORNING 899 SILICONE 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. -3/16" H.S. GLASS INTERIOR 11 GLAZING DETAIL GLASS TYPE 1 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. MATERIAL LIST AND GLAZING DETAILS 3/16" H.S. GLASS DOUBLE FACE GLAZING TAPE EXTERIOR 0.675" om + DOW CORNING 899 SILICONE 3/16- H.S. GLASS 3/8" AIR SPACE r3/16" TEMP. GLASS GLAZING DETAIL GLASS TYPE 2 urr;•; 1 SPACER ALUMINUM (6063-T5) vR0DuC r REvww a Complying witb.the NOW* building Code Aoccptaacc No l / ZZ4.1 Z KMArades Dot._L 1 i ii�i�rmals�aces-"- Manufacturing, Inc. 1745 W. 33rd Place Wwleah, Florida 3W12 Ph: (305)364-9952 Fox:(305)828-5118 3 W z � a a v 0 Z V 0 o W r ir `\\\��%Ill111ij`/// G\SC�O..HFRN �i ui i V10ENSF'.q�jO�� Q a ' No. 51393 z° 2 -t�-►! DRAWING No. p STATE OF �, FD01-15 'FLO..... �G`�� DATE 05/17/16 ' 0tt NAI�.-t�•e \\\ SCALE: N.T.S. FRANCISGe 1 �ItKNANOEZ FLORIDA PE # 51393 SHEET 18 OF 26 .0 4 1/2" 3 1 8" MIN. EDGE DISTANCE 5/16" 0 ULTRACON (Fy-155 ksi, Fu$188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE a THROUGH 1" X WOOD BUCK. )MENT da FOR MAX. ANCHOR SPACING SEE I HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 1_ 5 OF 26. 1" X WOOD BUCK BY OTHERS MUST BE ROPERLY SEALED AND ANCHORED TO a TRANSFER LOADS TO THE STRUCTURE AND AP PROVED BY BUILDING OFFICIAL PRIOR TO D OOR INSTALLATION. P INTERIOR DOOR FRAME HEAD ATTACHMENT TO CONCRETE THROUGH I" X WOOD BUCK DOOR FRAME HEAD ATTACIiMIIdT TO CONCRETE WITHOUT WOOD BUCKS 5/16" 0 ULTRACON (Fy-155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 EXTER DOOR FRAME HEAD ATTACHMENT TO WOOD W IN EXTERIOR 5/16" 0 ULTRACON (Fy=155 k8i, Fu-188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. 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. 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. 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. INTERIOR DOOR FRAME HEAD ATTACHMENT TO METAL STRUCTURE / MULLION TYPICAL SECTIONS AT DOOR FRAME HEAD ATTACHMENT TO DIFFERENT SUBSTRATES f" uicrREViRflQ m Wilk *e Fbrw I "ag a*& Do M►4d Bode \`\ \1111111111/ � \SGO. •HERN ''� �10ENSF' 9jljO�i� No. 51393 2 -- C5-* Q STATE OF I►II111 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place FRaleah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 h i W o z° DRAWING No. FD01-15 DATE:05/17/16 SCALE: N.T.S SHEET 19 OF 26 4 1 2' 3 1 8" MIN. EDGE DISTANCE 5/16" 0 ULTRACON (Fy-155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE v THROUGH 1" X WOOD BUCK. EMBEDMENT FOR MAX. ANCHOR SPACING SEE I ac� OHEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5F II++ a 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. EXTERIOR INTERIOR W.4-9-511 SIDELITE HEAD ATTACB14ENT TO CONCRETE THROUGH I" X WOOD BUCK SIDELITE HEAD ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS 5/ 16" ♦ ULTRACON (Fy-155 k8i, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 4 1 2' 3 1 8MIN_ EDGE DISTANCE EXTERIOR SIDELITE HEAD ATTAcHm NT TO WOOD EX w U) �N INTERIOR 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 5OF26. 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. r• • 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/YHRESHOLD 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. """""iOR SIDELITE HEAD ATTACIIIv IM TO METAL STRUCTURE / MULLION TYPICAL SECTIONS AT SIDELITE HEAD ATTACHMENT TO DIFFERENT SUBSTRATES ��� �G�•�,�cENsF!V,9�o�, No. 51393 Q STATE OF if�� '•.,FLORiOP. 'G� N ��'�s`Sf�NAI-•E0`1 ''�►till►it��0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 3 w vz� n 0. N UZ O E WO 0 0 � ce WJ N 0 r- DRAWING No. FD01-15 DATE: 09/06/ 15 SCALE: N.T.S. SHEET 20 OF 26 • •r� 5/16" 0 ULTRACON (Fy-155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTOPONCRETE/ GROUT FILLED BLQCK THROUGH 1" X WOOD BUCK, FOR MAX. ANCHOR SPACING REFER TO TYPIOAL ELEVATIONS ON SHEET 4 OF 26. U, W 1 4" MAX. SHIM SPACE 0o p � W W v I" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. .110I ID 5/16" 0 ULTRACON (Fy-155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. DOOR FRAMEJAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1„ X WOOD BUCK MIAMI-DADE COUNTY APPROVED MULLION WITH WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO 1 4" MAX. SHIM SPACE 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. TRANSFER GLAZING SYSTEM LOADS THICKNESS BY OTHERS. MINIMUM ALUMINUM _ TO THE STRUCTURE AND APPROVED BY BR ILDING PRIOR TO ALLOY 6063-T6 OR A-36 STEEL. SHALL BE BUILDING OFFICIAL PRIOR TO DOOR - U INTERIOR APPROVED BY INSTALLATION. c INSTALLATION. II 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 ELEVATIONS ON SHEET 4 OF 26. I W 5/16" 0 ULTRACON (Fy-155 ksl, EM ME I I Fu-188 KSI) WITH 1 7/8" MIN. N EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING + I I REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. n v EXTERIOR NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON DOOR FRAME JAMB SHEET 1 OF 26 ATTACHMENT TO WOOD TYPICAL SECTIONS AT DOOR FRAME JAMB ATTACHMENT TO DIFFERENT SUBSTRATES a 1/4" MAX. SHIMIM SPACE 'a INTERIOR EXTERIOR DOOR FRAMEJAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITHOUT WOOD BUCKS 1 4' MAX. SHIM SPACE INTERIOR •• • EXTERIOR DOOR FRAME JAMB ATTACHMENT TO METAL STRUCTURE / MULLION ��'C\.• \,\CENSF'.'�ijiO�t� No. �1393 ��Q� •, STATE OF �14/ 11111111100 FRANCISCO HERNANDEZ FLORIDA PE # 51393 3 W v � 0 Z 0 o W 0 0 Ir i o Z r DRAWING No. FD01-15 DATE: 09/06/15 SCALE: N.T.S. SHEET 21 OF 26 5/16" 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK THROUGH I* X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. .r 0 i" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1 4- MAX. SHIM SPACE INTERIOR � I EXTERIOR SIDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH i" X WOOD BUCK WOODEN STRUCTURE BY OTHERS 1 4" MAX. MUST BE PROPERLY ATTACHED TO SHIM SPACE TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION.J z 0 5/16" 0 ULTRACON (Fy=155 ksi, Fu- 188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. SIDELITE JAMB ATTACHMENT TO WOOD INTERIOR fl—T le 5/16" 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 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. 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 ELEVATIONS ON SHEET 4 OF 26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELITE JAMBS_ ATTACHMENT TO DIFFERENT SUBSTRATES V a 1 /4" MAX. SHIM SPACE a INTERIOR .4-4 ' mall SIDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITHOUT WOOD BUCKS 1 /4' MAX. SHIM SPACE INTERIOR EXTERIOR SIDELITE JAMB ATTACHMENT TO METAL STRUCTURE / MULLION MODUC 1, wvts1l o ss O WYWZ wia *t rAdk bw'oR cwp _ 12 2 • t� Acceptaact No .,,Oretba Date 1.•....5.- lNi'r W 9k* ��rrlMi �SCO..HE)4 _\GENS�'.gjL No. 51393 �I -U STATEOF ((/ F� 4NAL `�.�. FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. .................. ................... ................... ................ ............... ................ ............... ............... ............... ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mae* H'alwh, Fkxido 33012 Ph: (305)364-9952 Fox:(305)828-5118 C/1 goE—+ .��. VJ • ,T, U' r/1 a 3 W n I N o Z 0 �e O p U I N DRAWING No. FD01-15 DATE: 05/17/ 16 SCALE: N.T.S. SHEET 22 OF 26 EXTERIOR I W ilr:i;. CO);� D p : v EMBEDMENT FOR 1/4" SHIM SPACE L 5/16" 0 ULTRACON (Fy=155 k8i, Fu-188 KSI) USE NON—SHRINK,NON—METALLIC WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. 5 KSI HYDRAULIC CEMENT FOR MAX. ANCHOR SPACING SEE CURED AND HARDENED GROUT HEAD/THRESHOLD CLUSTER DETAILS ON SHEET CONTINUOUSLY ALONG THE 5 OF 26. THRESHOLD. DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO CONCRETE E) tUGt U151ANCL DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO WOOD 1' WN. I 1 EDGE DISTANCE s DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO METAL STRUCTURE / MULLION 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. • • • • • 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. ' WATERPROOFING. NOTES: )OFING DESIGN, AND INSTALLATION BY 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. NOODEN STRUCTURE BY OTHERS MUST BE DROPERLY ATTACHED TO TRANSFER 3LAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING )FFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy-155 ksi, Fu=188 (SI) WITH 1 7/8" MIN. EMBEDMENT INTO NOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. TYPICAL SECTIONS AT STANDARD DOOR THRESHOLD ATTACHMENT TO DIFFERENT SUBSTRATES fflRODUC f IRE 4wo w ompift wick the FUF%h A*MptmxCe No k7- f Z24. 12. Expltxtite Drte_ Gib �1GENsIra F 4 No.51393 Ubgt2'(S'4. CC/ QT ATE OF ((� s TONAL. 0k�```• Sunshine Windows Manufactudng, Inc. 1745 W. 33rd Place Hlaleoh. Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 • dr.. c1q•�• W a• �. •x COO W U En Z W w C 3 w 0 2 0 Z 00 w E 0 �o 0 Z 0 in- � � m n i LO Q N DRAWING No. FDO1-15 DATE: 05/17/16 SCALE: N.T.S. inn FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 23 OF 26 EXTERIOR s 1 •r � .7 v v EMBEDMENT D FOR 1/4- SHIM SPACE USE NON-SHRINK,NON-METALLIC 5 KSI HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE INTERIOR 5/16- 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. THRESHOLD. A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO CONCRETE EXTERIOR 4 3/8" 1 3 1/8' MIN. Mill EDGE DISTANCE A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO WOOD ' EDGE DISTANCE ' , A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO METAL STRUCTURE / 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 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-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. • • • • • , ..... 4 1 /4. 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF .see • DRILLING SCREWS THROUGH METAL WITH MIN. 3 • • • �' THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE •••••, HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 •90•91 OF 26.0*4 ' ' ' •• • NOTE: 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. \ ���Illllrrrii TYPICAL SECTIONS AT HANDICAP THRESHOLD ATTACHMENT TO DIFFERENT SUBSTRATES PRODUCf REVIN" as aomply%g wil6.tbe Floral b'"g ee414 ! 22b • t Z Acee .,, No 17- E*rad" its .O No.51393 ;.�0"n '%Ai OF �••'• FLORIOP. ' GL� ZONAL E�.��• FRANCISCOr lI� NANDEZ FLORIDA PE # 51393 ................ ................. .................. ................... ................... ..... ...................... ........ ....................... ............... ............... ............... ............... ............... ............... ................ ............... ............... ............... ............................... ............... ............................... ............... ............................... ............................... .............................. ............................... ............................... ............... .............................. ............... ............................... ............... ............... ............... ............... ............... ............... ............... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Moloch, Florida 3M12 Ph: (305)364-9952 Fox:(305)828-5118 GO i�l • Ell V1 ' U z W � Z � a 3 U � n J O a v 2 UZ O O W g g �o Cn En i o N 0 DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 24 OF 26 150401 : • IIII MET • • • i a -vj p p EMBEDMENT p FOR 1/4" SHIM SPACE 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. SIDELITE SILL ATTACHMENT TO CONCRETE IXBlIeim1linfI W4 SIDELITE SILL ATTACHMENT TO WOOD EXTERIOR 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. ...:.. 1' MIN. — 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF ,"'•, EDGE DISTANCE DRILLING SCREWS THROUGH METAL WITH MIN. 3 *see THREADS BEYOND THE SUBSTRATE. •.... „'. FOR MAX. ANCHOR SPACING SEE to HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 ,�,•�� OF 26. • SIDELITE SILL ATTACHMENT TO METAL STRUCTURE / MULLION • nONAL WATERPROOFING. IERPROOFING DESIGN, CERIAL 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. 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 D_ - -RENT SUBSTRATES 'RODUC C REVIH W as cwoptyiag with dw Amide h"ng co& AmptameeNoj7-t2U. tZ Elpirstisa Dete__,4 i�,�12, k G�SGo..HERN �'� .•' �,\GENSF' No. 51393 / 1. ATE OFAt- �\ ORIC 11110\\ FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............... ............... ................ ............... ............... ............................... .............................. ............................... .............................. ............................... ............................... ............................... .............................. ............................... ............................... ............... ............................... ............... ............................... ............................... ............... ............... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 Con ' U ' • 5 • �• a • CIS � Ri • L W U Z 3 w n J O 2 St 0 z U 0 o E w o Mnt N [Sys mVm n I o N 0 z DRAWING No. FD01-15 DATE:05/17/16 SCALE: N.T.S. SHEET 25 OF 26 Blom Blom O 2 # 10 BY 1" PH. PAN HEAD SMS Oak I TOP CORNER DOOR FRAME CORNERS SCALE: NTS 10 BY /2" PH. r HEAD SMS 2# 10BY1"PH. PAN HEAD SMS DOOR FRAME CORNERS (HANDICAP THRESHOLD) SCALE: NTS DOOR PANELCORNERS SCALE: NTS 28 v 3 # 10 BY 1 1 /2" PH. FLAT HEAD SMS MODUC f RrAM w ca*0tyft wmb we wbri e hditrg ee" Aempt&2Ct Nod 1 f 2 2b' � 2 E�pirstiN Utte_g,1^ n,� 2 Herr' &W COO" ``,Itlllfill, v oEN s.,R!Vq,���i ��• No. Oar' 51393 = 7� >r iO�• -A- ATE F ����`S'• �<ORIDO' ,/4NAL,\\ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place MOWN Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 w Z n_ J O N m VZ O D: 0 w o 0 to U Co i 0 N DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 26 OF 26 .