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THERnsir PL�c, rs REsPoMstsIv to E sLa� �a�, WORK Is cc�s�sL ANN P0,,5EQ N P TtgN P /;Os s Et,, H R, �• T �L N ur is o f CIt* L ' ` Eris k )k4 0 6. T s nnc�v CO �eE c t& T o -AN Y �r L„r WARDING ,v 0 OWNER YOUR' AILAJRE 40 RECORD 1. /,NOTICE fO r t�COMMENCEMENT MAY 'RESU'LT IN YOUR PAYING TWICE FOR, IMPROVEMENTS'O v? of TO iYOUROI?ROPERTY. A 'NOTICE OF";�' COMMENCCEMF—NT MUSS` `QBE RECOROE'CI` AND COSTED ONTHE5� JOB S ITE"� 'BIE RE' THE`' FIRST INSPECTION.' IF 80 ` INTENDS TO% OBTAIN fINANCING; CO'NSU'LT''WITH"YOUI FENDER F"O"R "Row *ATTORNEY BEFORE COMM',ENC,]ItG/,/'AWORI OR' REWRMNGikYOCJI NOTI CFS "? 'COMMENCEMENT. r�, s, 'r` f rl f' „r'C/' 'fr'Jft: `` 'fFj,'�," ` //` / /!/r�' r, ,ii• • /f D/%r(r,,r rr „'" ,'`x��/ fps ,✓ r, I ` .f 77 f �,f, yf; off ':% `1i`//,` !i'''; v� %% /'/' .!k; f/,j '•. :: ::. '=i i // '�"! i ; 4. t /, F,2"' '•,fid '.r '.%/r �,'/.rj ,y." I NSRECTIONw 4r f �'" ft„f. f fi',.fr,. :.: y •'. ;, ;.", ,' i //f/. `��,• fr.� `,',f,_`./�'i,`,'�""ff/ .. ,`,:'ff,,�s ,;; f�,r ! i"' € ?`.,. !,' ,' °?.4f •. re / 't�', � �.. %� �j, STRUCTURALfy,f- C . 'i IN PECTION DATE �INSP INSPECTION _ DAT1 INSP INSPEC ION DATE INSP fouMat bn F r, ,, 7• i•' r. " ^ r=r x :/6 ',f'. !F; 7�' �; Zohingoinaf C- _te _Z OVINGCOtiVENTS,;.rwdt % r %. , if •rF... �, �,�. f; - olu .rts; 1saLlft, — ndRou h Columns, 2nd Lift] tf - To out"' t le eatl '; " i" rr" < ,7F'"77, T.fiC• rl #I'F ktSReE if f r_ r o r �•: p „ f1t�f R24 Sheth' Sewer Mak up bucks ' Rood Drains sal7 JELECTRICAL triter rfrarrling, yT /� r; A, INSPECLIL7N/-• f DATE J -- `" a IIVSP,;. LP Tank , insWatiQn - Temporary Pole - Well teiltrr Grid f' 30DayTenpally - s awnpier77/ r b all ' , Mfi / ,, POvI Bondlral r �ran ire ait,;, Pool Dock Bond#r! „ POO t�i l ,. . aUire Lath Pool 1l49et ttiiche Backflow Preyentor Pool Steel Under rotndrF Interceptor 7, " �770 r7tfIStc uBas#ns` k r Finad,Pooi „ , , " Slab ;, ILA. fond,, nste rains Final Fence Wait Rough F►,'RS Final Screen Enclosure C ,• , 0 Railgh /' > PIIMBIN�a`COMMENTS riv wa Bade rf. f ;Te#e i M!a <Ro h f, , Tin ap Telephone e; int 3toof in Progross° TV Ro ' h f <r � , oar in rogtess #\t" iM # ; f ., - ' ,, , Fina f , - F hlatters.s4ttachment Cable Final Final ShU er5 ,i fOr ! u 9.- asi tt Intercom Rough - /i s .-f y ,,,, : Rails a G ardrils f,, iratercor�l3nalMECHANICAL AL's*xoMpik lice-, F. , At rl14 R0 h , i � INJSPECTI D/,TE INs , Marne finat - Undergro undJPipg Dt un+ NTs F#Fe Alarm fto h � Sot#bearing pert' ✓` Fire A`i mina3 y - il Treatmerit Cr`f rt.'r t t f/ is //, SerWiC r14 1t##>, * ,. r FVoor fleZ.,a lcm S rtr , <. VentUat#an Rt ugtt Reinf Unit Mas C'ert ' , " ' ' �-ELECTRICAL COMMENTS � Hood Rough � " I�resij3releS r ter` #nsulatioit Certif`I�ate 9i - / "i r u f f, Fina Suzy F Final„Ventilation- °fruss Certlflcati }� Ftrial PoolFieatt sTRtcrutAl cc�MMenrrs t ioatvacau - -- - FIRE MECHANICAL CQMMENTS INSPECTION 'IP15R " v, /1 i. Final Ira @r r F. / % f f, -j "!'f. - i,al • 7/7 r 7, t.• /r i f*,, ri rel' ! �?'' r//� f Ju- ` Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 2 Tel:305-795-2204 Fax: 305-756-8972 f Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in <J F compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: „64 Permit Type RESIDENTIAL CONSTRUCTION Bldg.Permit No. RC-7-14-1551 ` Owner MANUEL RIVERO Contractor VERSATILE STRUCTURE INC Subdivision/Project MIAMI SHORES BAY PARK ESTATES 12/29/2015 Date Issued Occupancy v Construction Type V-B Load 4 Occupancy Square Footage 664 pp R-3 Description of INTERIOR RENOVATION Applicable 2010 FLORIDA BUILDING Z Y Work ' Code _ Location Flood Zone WA F.F.E NIA 1286 NE 95 ST g d Miami Shores FL 33138 Building Officials Approval Ismael Naranjo7-C—OU Not Transferable od POST IN A CONSPICUOUS PLACE .tiff V: .` GG��'''_ , r y3'.�e�y 5�� ., f•k4S't ,-C, � �. _ a �� y � ri.) w�k�w�F• rt�� *f• ��. e`. .1 . ��A'�.`�'"�'YI.�` � ib .t '”' �.'P:j y�A.� } `�: ag I r- r Y4, • ,` n � aa ARCHITECTURAL SERVICES AGREEMENT THIS AGREEMENT MADE THIS 10'of April of 2014 BY AND BETWEEN:MR. CARLOS MONTERO(MonteroDeisgn, Inc) HEREINAFTER CALLED THE Designer(MonteroDesign, Inc),AND Arthur G. Pyle architect#7174,A FLORIDA CORP. WITNESSETH THAT WHEREAS THE DESIGNER becomes a qualified agent thorugh the liscense of Arthur G. Pyle architect#7174 NOW THEREFORE THE DESIGNER, ARCHITECT, FOR THE CONSIDERATIONS HEREINAFTER SET FORTH AGREE AS FOLLOWS: 1. Arthur G. Pyle architect#7174,A FLORIDA CORP. AGREES TO PROVIDE THESE PROFESSIONAL SERVICES FOR THE PROJECT LOCATED AT 1286 NE 95TH STREET, MIAMI SHORES FLORIDA 33138. A. PROVIDE ARCHITECTURAL WORKING DRAWINGS FOR THE REDEVELOPMENT OF KITCHEN REMODEL. B. PROVIDE A SITE PLAN FOR KITCHEN REMODEL. C. PROVIDE ELEVATIONS FOR THE REMODELED PORTION OF THE HOME. D. PROVIDE SCHEDULES, DETAILS&NOTES FOR KITCHEN REMODEL E. PROVIDE ELECTRICAL PLANS FOR KITCHEN REMODEL. F. PROVIDE PLUMBING PLANS FOR KITCHEN REMODEL. G. PROVIDE MECHANICAL(A/C) PLANS FOR KITCHEN REMODEL, ENGINEERING AND ENERGY REPORT NOT INCLUDED (+-$400.00). H. PROVIDE STRUCTURAL PLANS FOR KITCHEN REMODEL, ENGINEERING INCLUDED. I. PROVIDE THREE(3)SETS OF PLANS, SIGNED&SEALED FOR PERMIT. 2. THE DESIGNER SHALL FURNISH: A. ALL INTERIOR DESIGN SPECIFICATIONS AND FINISH SELECTIONS FOR KITCHEN REMODEL 3. THE ARCHITECT HEREIN AFTER QUALIFIES THE SELECTIONS FOR INTERIOR DESIGN SPECIFICATIONS FOR THE DESIGNER AS SET FORTH. A. ALL INTERIOR DESIG SPECIFICATIONS AND SELECTEDION HAVE BEEN REVIEWD AND PRE APPROVED BY ARCHITECT AND ARE UNDER THE QUALIFICATION OF ARC HITECTS LISCENSE#7174 BASED ON A FLAT FEE OF$2,200.00, INCLUDING SIGNING&SEALING OF THE PLANS, THREE(MAX.)AND REVIEWING SHOP DRAWINGS AS REQUIRED BUT, NOT INCLUDING REIMBURSABLE EXPENSES. IF THE SCOPE OF WORK CHANGES,A NEW FEE WILL BE NEGOTIATED. Between Montero Design inc and Arhtur G. Pyle arctitect. Payable in ful at the time of completion of architectural review and submittal to the city of Miami Shores. 4. ADDITIONAL CONDITIONS: A. ALL DRAWINGS,AS INSTRUMENTS OF SERVICE ONLY,ARE THE PROPERTY OF THE DESIGN FIRM. UPON REQUEST THE OWNER WILL BE PROVIDED A DIGITAL COPY ON A CD OR MEMORY STICK. B. ADDITIONAL SERVICE, SUBSTANTIAL CHANGES TO THE WORKING DRAWINGS AND/OR EXTRA DRAWINGS WHEN ISSUED BY THE OWNER OR INTERIOR DESIGNER,WILL BE MADE ON THE BASIS OF$100.00/PER HOUR. C. 100%OF THE TOTAL FEE IS EARNED AT THE COMPLETION OF WORKING DRAWINGS WHETHER OR NOT PROJECT IS EXECUTED. IN WftEHF THE ARTIES HAVE EXECUTED THIS AGREEMENT THIS DAY AND THE YEAOVE: os n ( E 1 N,INC) Arthur .Pyle. Arch't� DATE: 0 Mont�ero!Design, Inc. MIAMI PANAMA February 12"h,2014 Mr.Manuel&Mrs.Lourdes Rivero 1286 NE 95'h Street Miami Shores,FL 33138 LETTER OF AGREEMENT This letter of agreement sets forth the"Scope of Services"to be provided by Montero Design, Inc. (hereafter DECORATOR)to Mr.Manuel&Mrs.Lourdes Rivero(hereafter CLIENT),as well as various other terms and conditions. ,SPE OF SERVICES: To coordinate the design,specification,purchase and installation of those aspects relating to the interior decoration of CLIENT'S renovation and updating of their home located at 1286 NE Wh St,Miami Shores -Florida 33138(Hereafter PROJECT). The program that would set forth the goals to be achieved for the PROJECT as specified by CLIENT is as follows: Design.develop and budgeting: • Design and development of concept and remodeling of new dining room in the current living room:flooring,wall treatments,ceiling design,and d6cor. • Knock down the existing wall between current dining room and living room. • Design and development of concept and remodeling of an open concept kitchen to include: flooring,wall treatments,ceiling design,and d6cor. Appliances and plumbing fixtures. • Design and development of concept and addition of Hurricane windows to the patio looking at the pool,at the side patio and at the end of the kitchen, • Provide color scheme,finishes and selections throughout the entire proposed project area being remodeled. • Design embellishments throughout the space,such as millwork designs,paneling,crown moldings,ceiling details and base boards as required. • Wall coverings,wall and window treatments selections if required for the proposed area • Flooring selections throughout. • All furniture selection if needed. • All lighting selections. • Selection and styling of accessories and art throughout the space proposed. • All hardware and fixtures selection. MONTERO DESIGN INC. 14951 ROYAL OAKS LANE. SUITE 803 NORTH MIAMI FLORIDA 33181 V. 305.986.0088 - F.305.647.2142 - DAMONTER091VIONTERODESION.COM 1 Purchasine: • All furniture purchases,scheduling,deliveries and installation of any furniture requirement. • All lighting purchases,scheduling and coordination of deliveries. • All hardware and fixtures purchases and scheduling and coordination of deliveries. • Purchase of flooring,wall covering and other decorative finishes throughout the entire space and scheduling deliveries. Pr lect manaitement: • Coordinate/clarify design with contractor,electrician,plumbers and any other subcontractor of CLIENT'S choice. • Regular visits to PROJECT during construction to supervise accuracy of the execution of the designer's specification for the project. • Act as CLIENT'S liaison between them and contractor in order to expedite construction process. FEE SCHEDULE: A flat fee of$2,500.00(two thousand five hundred dollars)will be paid by CLIENT in Three phases $1250.00(One thousand two hundred and fifty dollars)or 50%upon execution of this agreement; $625.00(Six hundred twenty five dollars)or 25%upon CLIENT acceptance of overall design and budget or commencement of construction whichever is sooner and$625.00(Six hundred twenty five dollars)or 25%upon completion of the PROJECT or 6 months after second payment on fees). For this fee DECORATOR will prepare a scaled floor plan of the PROJECT that reflects the design intent, elevations and design details for clarity of installation and construction. The floor plan will indicate the layout of the proposed furnishings and purchases,including floor,wall and ceiling treatments,where specified. If any existing furnishings are to be utilized they will be reflected on this plan. The floor plan will also indicate any architectural changes or additions the DECORATOR may recommend.Further, DECORATOR will assist with the selection of and work in direct liaison with CLIENT'S contractor, architect and engineers in detailing and execution of any changes or additions agreed upon. DECORATOR will coordinate and meet with all contractors,architect and engineers as necessary to assist in the selection and specifications of all items(e.g.customary choices of hardware,bath fixtures and trims,finishes,colors etc.)that the contractor may require as part of his work. DECORATOR will also,as part of design fee,prepare a loose color sample presentation w/design concepts,finishes,fabrics,colors and any other design element pertinent to the PROJECT before commencement of build out. CLIENT must approve all selections and final budget figures before any purchasing can begin. The following Is a list of hourly rates that are applicable to additional services requested by CLIENT beyond the basic scope of work contained here-in and substantial changes after approval of work,or additional site visits beyond those specified in this proposal. Firm Principal $200.00 per Hour Senior Associate/Project Manager $125.00 per Hour Clerical $ 45.00 per Hour MONTERO DESIGN INC. 1 4951 ROYAL OAKS LANE. SUITE 803 NORTH MIAMI FLORIDA 331 81 Y. 305.986.0088 - F.305.647.21 42 - CAMONTERO(LDMONTERODE9IGN.CoM 2 t SUB-CONTRACTED ARCHITECTURAL—ARTHUR PYLE ARCHITECT 1. ARTHUR PYLE ARCHITECT.Agrees to provide these professional services for the project. A. Provide architectural working drawings for the development of the design for the new kitchen. B. Study the feasibility to demolish the existing wall between current dining room and living room. C. Provide demotion plans for project D. Provide electrical plans for the new kitchen. E. Provide plumbing plans for the new kitchen. F. Provide mechanical(a/c)plans for the new kitchen,engineering not included. G. Provide structural plans for new kitchen,engineering not included. H. Provide three(3)sets of plans,signed&sealed for permit. 2. THE OWNER SHALL FURNISH: A. Four(4)copies of certified surveys(current to within 6 months of this agreement). B. Soil report,not required for this project. C. Interior design,selection of finishes,fixtures and hardware. D. Special inspector,if required far this project. E. Letter of compliance. F. Construction observation(if required)@$80.00/hr. 3. THE OWNER SHALL REIMBURSE THE DESIGN FIRM FOR THE FOLLOWING EXPENSES. A. Travel expenses at the rate of$.50/per mile,if site visits are requested by owner and/or contractor. B. Postage,handling and delivery charges C. Construction change drawings, requested by owner D. Additional sets for bidding,and construction. 4. FEE: based on a flat rate of$10.00,per square foot,based on 200 sq.ft.. max.total for this agreement being$2,800.00,including signing&sealing of the plans($800.00)but,not including reimbursable expenses.if the scope of work changes,a new fee will be negotiated. S. PAYMENT SCHEDULE: A. A non-refundable payment towards the fee shall be$700.00(retainer),due and payable upon acceptance of this agreement. Subsequent payments shall be made upon the stages of development specified below, payable upon receipt.Thereafter said account shall pay interest at the rate of 18%per annum compounded. Payments for services and reimbursable expenses shall not be contingent upon the owner's receipt of payment or disbursements from other sources,such as banks. B. 25%complete, fee........................................................................$700.00 C. 75%complete,due when plans are delivered, fee...„.............$700.00 MONTERO DESIGN INC. 14951 ROYAL OAKS LANE. SUITE 803 NORTH MIAMI FLORIDA 33181 V. 305.986.0088 - F.305.647.2142 - CAMONTEROOQ MONTERO DES I GN.COM 3 I� D. 100%complete,due when plans are issued FOR PERMIT......$700.00 6. ADDITIONAL CONDITIONS: A. All drawings,as instruments of service only,are the property of the design firm. Upon request the owner will be provided a digital copy on a CD or memory stick. B. Additional service,substantial changes to the working drawings and/or extra drawings when issued by the owner or interior designer,will be made on the basis of$100.00/ per hour. C. 100%of the total fee is earned at the completion of working drawings whether or not project is executed. RIEIMBURSABLE$ All"out-of-pocket"expenses for decorating or other services beyond the scope of this PROJECT that are necessary for the implementation of the PROJECT for blueprinting,plotting/printing,presentation materials,sketches,renderings,models,film,photocopying,color copying,postage,long distance telephone calls,air travel,rental cars,hotel expense and meals if necessary and other expenses shall be reimbursed to DECORATOR by CLIENT at cost;all such expenditures will require prior approval of CLIENT.The cost of any consultants such as lighting and acoustics,artwork,signage and graphics,etc.if not provided by CLIENT and billed through DECORATOWs office,shall be approved by CLIENT and reimbursed at cost. These consultants would not be hired without prior approval of the CLIENT. PURCHASING Once CLIENT has approved the floor plan and other pertinent drawings,DECORATOR will act as agent making purchases to execute the plan for those items not covered or purchased directly by contractor, sub-contractors,vendors or others so designated(e.g.,furniture,art work,accessories,etc.). All applicable sales tax,freight,local receiving,inspection,storage,and delivery will be billed at cost to the CLIENT. CLIENT is required to pay 1WA of the amount presented In any purchase order before any purchase will be made. TERMS CONDITIONS ANDDISCAL MERS Vendor promises of deliveries and schedules are NOT guaranteed and are the sole responsibility of vendor not DECORATOR. DECORATOR will make every effort to expedite all phases of the PROJECT,but cannot control vendor delays. Once paid in full,orders are not cancelable due to delays in delivery and DECORATOR is not liable for any sub contractor or manufacturer's failure to complete or deliver their product in the time specified in the initial quotation. All invoices are due when submitted. This allows DECORATOR to work in an expeditious manner.(Mote:CUENT understands that DECORATOR shall have no liabilityfor the performance or lack there-in of other professionals.All contractors,sub-contractors, vendors,suppliers,tradesmen,delivery persons,and other such persons are being hired directly by CUENT and not DECORATOR. While DECORATOR shall coordinate these phases of the PROJECT, DECORATOR shall not be responsible for the failure of any other party to participate.) All merchandise will be inspected prior to installation and approved. Any returns due to CLIENT'S change of mind will result in all related expenses charged to the CLIENT. Damaged merchandise wilt g gbe returned,repaired or replaced in accordance with vendor's policies and warranties. MONTERO DESIGN INC. 14951 ROYAL OAKS LANE. SUITE a03 NORTH MIAMI FLORIDA 33181 V. 305.966.0088 - F.305.647.21 42 - CAMONTERO9MONTERODESIGN.COM 4 Any delays caused by any local,county,state or federal governments or agencies with respect to their ability to provide inspectors or other services necessary for the implementation of the PROJECT in a timely manner will result in all expenses,overhead and/or any other miscellaneous costs charged to the CLIENT. DECORATOR is not responsible for the schedule and appointment keeping of any of the entities above. OTHER TERMS AND CONDITIONS: TERMINATION,POSTPONEMENT AND ABANDONMENT In the event the PROJECT Is postponed,abandoned or terminated,DECORATOR shall be compensated for services performed to date based on the hourly fee schedule above.Project postponement exceeding 60 days will be treated as abandonment. COPYRIGHT Designs and documents produced by DECORATOR are the sole property of DECORATOR and cannot be re-used for another project without the written consent of DECORATOR.DECORATOR reserves all copyrights for the designs and documents generated for the PROJECT. PUBLICATION Finally, DECORATOR shall be permitted to photograph the completed PROJECT for portfolio and use in design award competitions,as well as for the submission for publication in design magazines. At all times,CLIENT'S privacy will be respected in every way. CLIENT'S name and address will be withheld unless expressly permitted in writing should photographs be published. ARBITRATION CLIENT and DECORATOR agree that any dispute,controversy or claim arising out of,relating to or in connection with this agreement,an amendment thereto or the breach thereof,including but not limited to all questions regarding issues of jurisdiction,the existence,scope,validity,performance, interpretation,and termination,shall be determined by arbitration as the sole and exclusive remedy as to the matters in dispute administered by the American Arbitration Association at its offices in Miami,FL in accordance with its Commercial Arbitration Rules,to include the Optional Rules for Emergency Measures of Protection by a panel consisting of three arbitrators selected by the parties.The award rendered by the arbitration panel may be reduced to judgment and entered in any court having jurisdiction thereof,in and for Miami-Dade County,Florida. The arbitration panel shall be entitled to include in its award,an award of attorney's fees and costs to the prevailing party. Upon execution,this agreement should be forwarded along with a check made payable to Montero Design,Inc.in the amount of$1950.00(One thousand nine hundred and fifty dollars),$1250.00(One thousand two hundred and fifty dollars)as 50%Montero Design Inc fee and$700.00 (Seven hundred dollars)as retainer for the Subcontracted Architect. f Carlos A.MonteM . ny AidMrs.Lourdes Ri ff7 02-12 2014 l/v 01 Date signed D to signed MONTERO DES113N INC. 14951 ROYAL OAKS LANE. SUITE 803 NORTH MIAMI FLORIDA 33181 V. 305.986.008B - F.305.647.21 42 - CAMONTER0 MONTERODESION.COM 5 4 I�lon�t=ro�esign, Inc. 325 NE 126th St -North Miami ,Florida-33181�t.305.986.0088-f.305.647.2142 RIVERO RESIDENCE CONSTRUCTION BUDGET 6 21 14 JENNAIR w: .":.`a "-,z. ='} GENERAL ITEMS DEMOLITION OF WALLS 1 $1,750.00 $ -1,750,00 LEVEL OF FLOOR WITH CONCRETE&PLYWOOD 1 $1,100.00 $ 1,100.00 CUT&INSTALL WINDOW 1 $600� $ 60000 BLOCK WALL WITH COLUMN&INSTALL A DOOR 1 $1,100.00 $ 1,100.00 CUT OPENINGIIWO COLUMNS/INSTALL FOUR SIDE PANELIMETAL COLUMNSIINSTALL DOOR 1 $2,200.00 $ 2,200.00 COFFER CEILING-WOOD MOULDING 1 $3,500.00 $ 3,£00.00 PLUMBING CHARGES 1 $1,800.00 $ 1,800.00 ELECTRICAL CHARGES INCLUDING MOVING OF THE METER AND SERVICE 1 $3,500.00 $ 3,800.00 AIC MECHANICAL IF NEEDED CORRECTIONS TO DUCTS 1 1 $700.00 $ 700.00 INSTALLATION KITCHEN CABINETS 1 $3,500.00 $ 3,500.00 WOOD FLOORS PREP INSTALL AND MATERIAL 721 $8.50 $ 6,128.93 INSTALL TWO BACK WINDOWS 2 $300.00 $ 800.00 MOVE AND INSTALL ONE FRENCH DOOR TO THE BACK 1 $650,00 $ 650.00 PAINT REMAINDER OF THE WALLS AND CEILING 1 $1,500,00 $ 1,600.00 _. KITCHEN . KITCHEN CABINETS BY IKEA 1 $9,533.83 8533 83 SLAB MATERIAL FOR COUNTERTOPS AND BACKSPLASH 2 $1,250.00 $ 2500 00 SLAB MATERIAL FOR BAR 1 $2,250.00 $ 2,250.00 FABRICATION OF COUNTERTOPS;-WD BACK PLASH 1 $5.800.005,800.00 DISHWASHER 1 $ DISHWASHER 1 $0.00 $ RANGE 1 $1,700.00 $ 1700.00 DOUBLE OVEN MICROWAVE STAINLESS 1 $3,700.00 $ 3,700.00 SINGLE OVEN 27"JENNAIR 1 $2,200.00 $ 2,200.00 DOWN DRAFT 1 $1,249.00 $ 1,249.00 REFRIGERATOR/FREEZER JENNAIR 48"-EUROSTYLE MODEL 1 $8,500.00 $ 8,500,00 WINE COOLER 1 $000 $ POLSHED DRAIN IN CLUDED WITH SINK RUVATI 1 $507.00 $ 507.00 SOAP DISPENSER 1 $75.00 75.00 KITCHEN FAUCET 1 $408 98 $ 408 98 GARBAGE DISPOSAL 1 $0.00 $ STOOLS 4 $250.00 1.000.00 CUSTOM MADE BENCH FOR BREAKFAST AREA 1 $1,200.00 $ 1,200.00 BREAKFAST TABLE 1 $900.00 $ 900.00 DOWN LIGHTS INCLUDING HOUSING 13 $80.00 $ 780.00 _ MULTIPLE DOWNLIGHTS LED WITH HOUSING 4 $424.80 $ 1,699,20 CHANDELIER ALLOWANCE COULD BE MORE 1 $1,700.00 $ 1,700.00 4 FULL HEIGHT SIDE LIGHTS IMPACT 2 $1,250.00 $ 2,500.00 2e%ADDITIONAL DISCOUNT APPLIED 1 FRENCH DOOR INPACT 38" 1 $970.40 $ 970.40 FINAL PRICE PENDING ON FINAL I FULL WINDOW BY SIDE DESK 1 $1 0w.� 20%ADDITIONAL DISCOUNT APPLIED $ 1,000.00 FINAL PRICE PENDING ON FINAL TWO SMALL WINDOWS AT BACK 20%ADDITIONAL ETpo � . $ 1,070.40 FI PRICE PENDINGONFI� MULLIONS APROX $475.00 $ 475.00 DIMMERS BY CLIENT PENDING TBD GLASS FOR ETEGERS 9 $85.00 $ 76500 WOODEN BENCH BREAKFAST AREA 1 $600.00 $ 600.00 Slf#-tf AL #rEN K g17 ac HAS TO BE QUOTED ON SITE 1 $0.00 $ �TffilAL A11 s WINDOWS TREATMENT WINDOW TREATMENT 1 $ TBD-CANNOT 13E MEASURED UNM 5U1#.Tf1TA�, Doi.' ' ' � 04 TAX FOR PURCHASES SHIPPING FOR PURCHASES MONTERO DESIGN'S FEE 50%MONTERO DESIGN'S FEE. Due at the beginning of the project 1 $ 1,250.00 $ 1,250,00 25%MONTERO DESIGN'S FEE. Due at the commencement of construction 1 $ 625.00 $ 625.00 25%MONTERO DESIGN'S FEE. Due at project completion 1 $ 625.00 $ 625.00 i I�c�►""z'rys�resC7es=3ign, Inc. NpMA 325 NE 126th St -North Miami -Florida-33161t.305.986.0088-f-30.647.2142- RIVERO RESIDENCE CONSTRUCTION BUDGET 6.21.14 JENNAIR N Stl -Tilt ME5A17Rt7151N'S, 71 , oo 777,77 ARCHITECT&ENGINEERING FEES- 33°k ARCHITECT&ENGINEERING FEES RETAINER 1 $ 700.00 $ 700.00 33%ARCHITECT&ENGINEERING FEES 50%COMPLETE 1 $ 700 $ 700.00 33%ARCHITECT&ENGINEERING FEES 100%COMPLETE 1 $ 700.00 700.00 ' 1!10840TAL.AIGtfiTECT`5 FI SURVEYS AND PERMIT FEES- SURVEY $ T CHANGE ORDERS �aUB- OTAL ENGIN $ AWER N ON 2/2012014 CHECK NUMBER 1904 $ 1,950.00 TOTACPAYM91M BY CLIFF- UP TO DATE1.95Q OQ` g_ F N II r E�ID 1 8862 N.W.7TH STREET,SUITE 202MIANII� r 14-0000350-1 TELEPHONE:(308)264-2660 ELEP 33126. Nova Surveyors, .inc. SURVEY NO FAX:(308)264-0226 DRAWN BY:A.A. LAND SURVEYORS SHEET NO 1 OF 2 SURVEY OF LOT 3-4,BLOCK 85,OF MIAMI SHORES SECTION 3,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 37,OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY,FLORIDA. t , PROPERTY ADDRESS: 1286 NE 95 ST,MIAMI SHORES,FL 33138 FOR: MANUEL RIVERO LOCATION SKETCH Scale 1"= NT.S. }:• 5a :!43.77 '. So' .. .• .. ,. Ba 19 ' is ' ..'Y6 s5 ..14 :13 12. tt to q $ 7 W'C6.7 c' : :7t.8 �t9 30. 3j 32', • 2/ i'L i3 ;� 2S s6 :7t r. i8 i9 3d 39 :32 33 3;4 •35' .:�: ..N. ' 'Px 711 741T�oa 760, � 14 13 . IL tl, to q 8. .7 ' ��..1 t •::: �Y� ',a ABBREVIATION AND'MEANING LEGEND TYPICAL a A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL --0N-OVERHEAD UTILITY LINES AIC=AIR CONDITIONER PAD 4 PROGRAM RGE.=RANGE A.E.=ANCHOR EASEMENT IN.BEG.'=INGRESS AND EGRESS R.P.-RADIUS POINT C.B.S.=WALL(CBW) AIR=ALUMINIUM ROOF EASEMENT RO.E=ROOF OVERHANG K C.L.F.=CHAIN LINK FENCE AIS=ALUMINIUM SHED LRE =LOWEST.FLOOR ELEVATION EASEMENT ASPH.=ASPHALT LM.E.=LAKE MAINTENANCE EASEMENT RNV=RIGHT-0F-WAY -0-p- I.F.=IRON FENCE B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE LB.1/6044 -,e~A W.F.=WOOD FENCE B.M.=BENCH MARK MIH-MANHOLE SWK=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT ■0.00 =EXISTING ELEVATIONS C:CALCULATED NGVD-NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.-NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER SIF SHOWN,BEARINGS ARE REFERRED TO AN ASSUMED CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF 1)IF SHO BY SAID PLAT IN THE DESCRIPTION A THE CL=CLEAR OISVH.=OFFSET W.S.=WOOD SHED PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO C.L.F.=CHAIN LINK FENCE DVH.=OVERHANG =ANGLE C.M E COUNTY,TOWNSHIP MAPS.=CANAL MAINTENANCE P.B.=PLAT BOOK 2)THIS IS A SPECIFIC PURPOSE SURVEY. EASEMENTS P.C.=POINT OF CURVE A=CENTRAL ANGLE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE CONC.=CONCRETE P.C.C.-POINT OF COMPOUND CURVE =CENTER LINE 1:7500 FT. C.P.=CONCRETE PORCH PL-PLANTER C.S.=CONCRETE SLAB P.L.S.-PROFESSIONAL LAND 41 -MONUMENT LINE N,ELEVATIONS ARE REFERRED TO 4)4)IF IF SHOWN, COUNTY. D.E.-DRAINAGE EASEMENT SURVEYOR D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING EASEMENTS P.O.C..-POINT OF COMMENCEMENT BM8 ELEV. FEET OF N.G.V.D.OF 1929. DRIVE=DRIVEWAY P.P.-POWER POLE ENCR=ENCROACHMENT P.P.S..-POOL PUMP SLAB ET.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE F.F.E.=FINISHED FLOOR ELEVATION PRM-PERMANENT REFERENCE F.H.=FIRE HYDRANT MONUMENT F.I.P.=FOUND IRON PIPE PT.=POINT OF,TANGENCY SURVEYOR'S CERTIFICATION F.I.R.=FOUND IRON ROD PVMT.-PAVEMENT F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY,THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL&DISK R=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LCGa�NOTES TO ACCOMPANY SKETCH OF s�RVEY("SURVErk COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. 'BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN /� J - THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND I OR NOT TO SCALE BY: EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. - THE TERM"ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. (DATE -ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING ANDIOR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). - HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. -THE SURVEYOR MAKES NO GUARANTEES AS TOLSACCORADY40F THE INFORMA'NON VALOW THE LOCAL F.E.M.A. -AGENT SHOULD BE CONTACTED FOR VERIFICATI*THE FNII FLODDDESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE AE COMMUNM1Y/PAN U6F 1 68 SJE c °,DATE OF FIRM:06111/2006 BASE FLOOD ELEVATION:10. • • • • • • • • • ' REVISED ON: CERTIFIED TO:MANUEL RIVERO : ';' •°• • • ••• rr • • • • • • • • • • GE... ,j • •• • • •Y • • • �•'' tIFIC 114 •+• i � i °�• • • II 'w'�•. STATE OF :4 Le C%S,•t� •�J • • • ••• • i u Q �•r�'�'*t0RIOP.y:op gJ SURVEYOR'S SEAL S 1 5582 N.W.7th STREET SUITE 202 SURVEY No. 14-0000350-1 MIAMI,FLORIDA 33126 _ TELEPHONE:(305)264-2660 jJ tt a Pururgiars FAX:(305)264-0229 DRAWN BY: AL. LAND SURVEYORS SHEET No. 2 OF 2 BOUNDARY SURVEY, , SCALE 1'=20' .. v�"�� l �� ..�-;��+,"A^��x�.... ��" �?z� ,,fi�i��`�,-a��zr:. r�.� � m^ '�.y✓a�ari„'..�i`��,�r✓ a-jy '��r/,�iy/ �' ��.�"a; .' � � 5F �,��'o�,.�,-.�a z �� a- '� ,�a .1.�� elf �-z. -5 ��. �,�» f's✓�,� r��ik��'y�r<'��1� e��r-��spa` Ql a. �'. L -�-..�'� ��'� �a}i� '��, �'. �}��. �- '-e� �� g n. .� y�s�a Asa' �� ,� ,✓�"'y r��is��h%"`� ��,r N:s� _ .y s ;} 1 .a, �' e .:� �� , 'jv,� �^, ,� x✓r ..✓ar.9�%f r�� d �^f�s�/i %�� ., rf� oF .. �r < i s. :3 •=-' a r r, -f - .� .� r s '".!x �r f/ rr i r f r z s� T..ac a--� " «_ "n, ,.,'3`s,•.,.F. k �ra'y.� y � �r/tea �:. ��rt•'` .. IV W-0 sr'r`r;• .',t .. .,nh=. ,..x.s.•�„.:��'.��'�»��"�-?._.w.'��. .. .— �..,..�' ..�;Fn.. =�,�i-rs,�.�_ ._:;��'-s^..r a._f�,v,'� ..G�asi.,,ali .,.,✓,G.. �.Sl3i' >�� i c ;.�c��.�, 0 O Q v 21'PWY a F.I.P 3/4" ; . F.I.P 314" NO CAP :.:':. ::... : :•' 5'CONC.SWK . .. . .. NO CAP 0 6.85' 6. ' 0 o rn �n J NI I DRIVEU I Q H 1s 22 IRON , 10.88' L' PL. 19.40' 6.28 GATE 0.06'CL. 6.30 12.40' r---dc � X/, c 29.00' 13.35' 19.80' V •763' F.F.E:8.68' 6.28 2664- NCR/NT u. .� GARAGE ELEV=6.18' I LOT-3 o x A44EY v N BLOCK-85 N TWO STORY N 10.88' c 23.25' RES.# 1286 14.90' v 22 72' .i 6.70' I eft LOT-5 BLOCK-85 6.45r' 22.25' + I III P 14 �. 41 12.75' C S P Qg, -4 N POOL Q LOT-4 BLOCK-85 N 14.15' 6.40 JACUZZI X/ 47--1a�= 4 � I 773. o e- NCR/INTO 0.08 ENCR. k", °' I °' A[LE y, F.I.P 3/4" NO CAP .i 6'W.F. RLP 3/4" c� D: NO CAP LIMIT OF PLAT Z (N.A.P.) ... .. a .. . . •n o ••• • ••• • SURVEYORS NOTE: • • • • • • • • There may be Easements recorded in the Public Records not shown on this Survgy.• : : • • • • The purpose of this Survey is for use in obtaining Title Insurance and Financingpd 1 u4Wt bs,usee:?or C%ns4stion purposes. R Building Photographs 14-0000350-1 See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1286 NE 95 ST City State ZIP Code Company NAIC Number MIAMI SHORES FL 33138 r Front View Date of Photograph:03/04/2014 Rear View Date of Photograph:03/04/2014 i Building Photographs 14-0000350-1 Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit,Suite and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1286 NE 95 ST City State ZIP Code Company NAIC Number MIAMI SHORES FL 33138 4 n r ii t w z Left Side View Date of Photograph: 03/04/2014 I I .III r rr . Right Side View Date of Photograph: 03/04/2014 r , I ELECTRICAL PANEL It 11 MAINS LOCATIbN IAC . V O LTAO L cc MOUNTtNOVV t°. CK POLE KW DESCRIPTION WIRE 9;30T CKT POLE KW DESCRIPTION WIRE COD TRIP . TRIP lri "1� � .. 's l •'7� P.ift 314 4 l: 1� B 1� •Z en �� 1 117 n S 1 O 110 AIL Via 1q .15 &en 1 e 1 11 IV co on 14 11 1 •i� e 1 12 • +S eh 1 13 1 .?gc !n 14 12 18 GU 17 1111 .20 1• I2 i1 � 4 ' . is 1 .714 �isri 20 IAUG` 014 Egli i13 poolTd4. 14, 88tl -ad u P gS` R7 �® $� 30 ••• •••••• egos•• 32 • • • 33 34 •• �•• •• • •606x• ••• • •• 0• • 600 45 30g ego .06 06 • 0 39 3S t' • •• o •• 96.00 • • o 40 9 0 . .. .. .. . ...... aTOTAL • • 41( 42 so TOTAL • ile • • • • 0000:0 • TOTAL CONNBCTBO LOAD GD.V GUNBRAL PGHTINQ 'CALCULATIONS 0 0 • • I.OA0 CALCULATION 04 0�O • Rf^�ST 10 KW 4;100°IO x 3 WATTS/812 = KW •e6• A,FI.U.( 100°IO 1000 RSM *1411NG KW e,40°IO TOTAL LOAD 1l�.1��1�)_L]I AMPS 121'ral"WrIl PROL*•VIQAMP PANKL 2771,2m - 240 .... ELECTRICAL PANEL LOCATION EXT5fj 1N MAINS MOUNTING 5U � LYPS 1 24� CKT POLE KW . DESCRIPTION WIRE PC7QT CKT POLE KW DESCRIPTION WIRE COD TRIP . TRIP , 0 t• er 1 • 13 20 I-IF O 12. 3 20 4 20 Ll COEEM 1 12 2 1,�• e B o �• 1 20 1- 13kV 12 12 1. s 20 1.16 MW i:T 1 20 I-IF 5 _V Co 12. �, 20 1•�' S App 12 18• P& 13 20 . L& S. AM 17- 115 16 `ZO 1•�i $. APP 12 1B t • cowl t 18 1 6ftt L4 �e 11 t1 Raj V.0 Wd-W 10 tatSID .D CSV v $ as 11 11 83 . 24 •IF 4)e-r% a6, t �� ao .O 1,0 t142788 . G en 30 20 1•� uc uzal .... Cor 40 1.S 6 60.0 ...••. 3a • 31 • 1� • • • • 34 -14 • 909 00 6 9000`0 33 ` • • •9 i99 9 • • 315 t� '.•� 1 30 •0000• M7 . V . 14 319 1 • 69 r •• 6 09 00.00 t yen40 000 . •0• 000060 38 • 0 0 •• 4Q •• •9 0• 0 9606 4.1 . TOTALac%•� + TOTAL 20 : • • • • 9.00 6 0 T07AL CONNECTED LOAD . GENERAL LtOH71N<3 'CALCULATIONS 9999•• • • 9 9.960• 6.OAO CALCULATION • 3 WAT78/8R s KW • 000 0 F 1 r.-may 10 KW er 00010 X 0000 A.H.U.a 100010 ' '1000 REMAINING KW e,40010 TOTAL LOAD //�� AMPS Ftv+tit��aF�] PROVIC)E=AMP PANEL Zlilb = ►53 Amm a Extct- EIe4 Seruice- Ts bo-4 jf on Sier) Due +o S.ru,c@ R e-Ioc�► 0h . 1 Aa�� n a d Mon EIeG. power nti ne.e6et 4C0,6 Bier (new 42-C rc.ulls u n M nebu P�1 � Pa►nd �a � � Ex ' poral "Aril"�h 1 #�o h ► .•.. Vie ►o U t a ... 4444 4444.. cola wo4e ° z.* I CU Irl I►l:t 4444 .. ;4444; 210cuM 12%, . . . 4444 . .. 4444. 4444.. 4444 4444. } rU . . .4 06 • 4444.. 2- a�dt i uer, toads undev-jrouo� eject., Seru ice. I% FPL •••••• 4444.. 6 . 4444 .4006. ►o' on9 C�' Q r-1- .. 4444 MOT TO SC4LE. I S cru ice. t oac calcu 1 a+i o h Total c onneh+ed 1 oac) 810,2;� A. - DiQl atc. 16T la hw @ 1 m °�a = lt7t leu Ale- @ 1Da -)6.tzn @ 4EP/6 1-111C 2 bw VYS3 ow 24o = 242 Amps .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... . . . 0*0 . . . . . . . . .. . . . . . OV. . .. . . . . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . , NEW '-'UDDER LAmD) �lc'�u► ,�►� ow Diu -Q ex16* sit) VTfR . . .... ...... EXIST 2" .. . ...... .. . ....:. Mai Sap Uy.,� .... . .. ..... HOT "TO 6CALEZ .. .. .. . ...... EXIST-MASONRYTO REMAIN. REPOINi*iREs'roRE AS REQU j� I"MIN-DRY PACK FOR FULL BEARING OF WALL A Z Z Z HEAD OF EXIST.MASONRY #5X]'-O",'& . Z-0"O.C. VERT-U.U.N. NEW CMU INFILL. EDGE OF EXIST. MASONRY OPNG. MORTAR SOLID. NEW MASONRY INFILL DETAIL SCALE P=1 -9' see 0.0 010 0:0 • : 0:0 V: 0 a 0 000 �XrTt3 r \ a '45&ud1 IrNi® h u� '' t?�'4b �m� 76P at E. `FTCo _ I tE-W COL. DF-TAI LS :.. Mr. TO: 6G&1..E • 0 ... . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. . . . .. .. Miami Shores Village Building DepartmentPry ; , 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 A Tel:(305)795-2204 Fax:(305)756-8972 Q F�Q�� INSPECTION LINE PHONE NUMBER:(305)762-4949 CRY:, FB 4i BUILDING Master Permit No. 16 PERMIT APPLICATION Sub Permit No. E]/BUILDING ❑ ELECTRIC ❑ ROOFING dREVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ` / CONTRACTOR DRAWINGS JOB ADDRESS: l 61 !V e / City: Miami Shores j County: Miami Dade Zip: ��3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: ��FFFE: Q OWNER:Name Fee Simple Titleholder): 1w&,P� ��) Phone#:- �� 70o (.,v Address: (J c N F 675 J City: "— Sinfin State: Zip: 38 Tenant/Lessee Name: Phone#: Email:, CONTRACTOR:Company Name: Phone#: Address: Vim AW If 46K 1.49. -4 9/0 ov City: A State: �� Zip: p Qualifier Niims: Phone#• State Certification or Registration �� `"�,* 777 Certificate of Competency#: DESIGNER:Archit ct/Engineer; uV\Ite' Phon Address: City: re� Zip: 1 Value of Work for this Permit:$ o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ ❑ R air/Replace ❑ Dem it* n° Description of Work: Specify ? >rhC�'�ile.@" ' - 11 Submittal F y�� `* J, � CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$_ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ (Ci11,, TOTAL FEE NOW DUE$ - lJ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip 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 III 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 (<') days after :he building permit is issued. In the absent of such posted notice, the inspection will not be appro a r inspection fee will be char9ed. Signat re Signature OWNER or AGENT CONTRACTOR 2f oing instru e t was before me this The foregoing instrumeenjt was acknowledged before me this day of ✓ 20 \ , by da f `'A`' 20 `5 . by �r � 1wh ersona I known to1y who is ersonall known to S �rCJ, personally I me or who has produced��VCf� �� l.l'i� as me or who has prod ed `} ' as identification and who did take an oath. identification and w id tak an oath. NOTARY PU LIC: r NOTARY PUBLIC: Sign: Sign: Print: :R Print: Seal: m•• •.. 3 February 28,2818 Seal: r tw; JOEL L.PEREZ Notary Public-State of FMIda 0071-N-04-03 My Conus.Expires No S.20to Commission i FF 174475 ��•�' fu• Bonded through Na onai gyp, APPROVED BY Plans Examiner Zoning IrS Structural Review Clerk (Revised02/24/2014) 6. 2015 1 . 59PM No. 4697 P. 1 `�- CERTIFICATE OF LIABILITY INSURANCEFDATE(MNUDDIY M � — 03/06/15 , THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the Policy(les)must be endorsed. if SUBROGATION ES WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In ileu of such endorsement(s). PRODUCER CONTACT E. MARTA MALONSO Florida Bankers Insurance HONE yQ (30$)266$483 (FAA/CX.N.): (305)262.0679 7278 SW 8 Street MAI Miami,FL 33144 DmartaLWorldebankersinsurance.com ,ADRFS.S' AFFORDINGINSURERS Phone (305)Z66 6493 Fax (305)262.0679 FEDERATED NATIOL NATIONAL NAICµ INSURER A i INSURED VERSATILE STRUCTURE INC INSURERH INSURER R: 20 NW 87 AVE STE.A-218I INSURER D MIAMI,FL 33172 (305)970-4777 INSURER E COVERAGES CERTIFICATE NUMBER: INSURER F: THIS 1S TO CERTIFYREVISION NUMBER: THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WMICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ;ADD UBR P�pp ,,I LTR TYPE OF INSURANCEINSBp POLICY NUMBER rAM DCUlYEYYY� MM/DD EXP LIMIT$ GENERAL LIABILITY EAC OOCCURRENCE S 1,000,000.00 © COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea o¢yZance S 100,000.00 i A ❑ ❑ CLAIMS-MADE © OCCUR I GL-OSW11336-01F-1 Y 10/18/2014 1011 912015I MEDEXP(Aiyoae ran) s 51000.00 71 i PERSONAL I AOV INJURY s 1,000,000.00 GENERAL AGGREGATE ffi 2,000,000.00 GrrEN'L AGGREGATE LIMIT APPLIES PFR; POLICY ❑ PRODUCTS-COMP/OP AGG I S 2,000,000.00 CJ PRO- ❑ LOC AUTOMOBILE LIABILITY C M81NED SINGLE LIMIT ❑ n ANY AUTO i CC3 BODILY INJURY(Per person) S ❑ AAL'TO NED ggqU�CTH�DULEO NONWNED BODILY INJURY(Per exident„ S — ❑ HIRED AUTOS AUTOS PROPERTY DAMAGE s {Per ace dent I F-1UMBRELI,ALWB ❑OCCUR 41 ❑ 1XCWS LIAB ❑CLAIMS—MADE EACH OCCURRENCE S AGGREGATE ❑ DED ❑ RETENTIONS ! $ WORKERS COMPENSATION S AND EMPLQYERV UA131LITY � WC STATU- 0TH ANY PROPF TORIPARTNER/EXECUTIVE/N ❑ 08X3JbUI' ❑ OFFICERIM BER EXCLUDED? NIA E.L.EACH ACCIDENT ffi (Mandatory in NN) F.L.DISEASE-EA EMPLOYEE S I if yea,deadribe under DESCRIPTION OF OPERATIQNS below I E.L.DISEASE-POLICY LIMIT; S i i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,ACdiUonal Remarks Seneduls,N more space Is required) GENERAL CONTRACTOR; COC 1518777 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE MIAMI SHORES BUILDING DEPARTMENT THE EXPIRATION DAT9 THEREOF,NOTI E WILL.E DELIVERED NED BEFORE 10050 NE 2 AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTNOR rj Rr_PRESENTA7WE 856)866-2172 r �ACORD 25(2010/05)QF O 19882010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD OPEN ®. 5&Uwa1 leo UP %l 0r 0 te4rc��a• El Top*, bb _ To t : ® r JUL 1 11014 CIF BY: M IAM t•DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 20$ BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 E(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %v.miamrdadg.�o%-JtcoPom Sunshine Windows Manufacturing,Inc. 1745 W. 33'd 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 FloridaBuilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 112001" 8Ft. Outswing Dry Glazed Aluminum French Door w/SidelitesN.I, APPROVAL DOCUMENT: Drawing No. FD-12-01, titled "Series-2001 8'0" Outswing Aluminum French Door with Sidelites—N.I.", sheets 01 through 18 of 18, dated 06/12/13 with the latest revision dated 07/01/13, prepared by Manufacture, signed and sealed by Francisco Hernandez, P. E., bearing the Miami— Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and. Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ' ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or I 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. 12-0209.05 and consists of this7W711 ages lr 1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. l NOA No. 134419.02 MIA 41. DE Ow Expiration Date: May 02,2017 Approval Date: August 15,2013 J( -I Page 1 . .. . . . . ... . .. ... .. . . . .. . ••• . ... . . ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD-12-01, titled "Series-2001 8'0" Outswing Aluminum French boor with Sidelites — N.I.", sheets 01 through 18 of 18, dated 06/12/13 with the latest revision dated 07/01113, prepared by Manufacture, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202--94 5) Pre—Load Test per ASTM A574-12 Standard Specification for Alloy Steel Socket—Head Cap Screws along with marked—up drawings and installation diagram of aluminum outswing French door with sidelites, prepared by Fenestration Testing Laboratory, Inc., 'fest Report No. FTI.,-6853., dated 06114112, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of aluminum outswing French door with sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2836, dated 05/17/01, signed and sealed by Luis Figueredo, P. E. (Subinitted under previous NOA No. 02-0108.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared, signed, sealed and dated 03/25113 by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). ! Jaime D.Gasc ,P. E. Product Control Section Supervisor NOA No. 13-0415.02 Expiration Date: May 02,2017 Approval Date: August 15,2013 .. ... . . . . . .. E-1 . .. . . . . . 00 0. . . . . . . . 00 .. ... .. . . . .. . ... . ... . . ... . . . . . . . . . . . . . . . . . . .. . . .. . . . ... . . . . ... . . . . . . . . . . . . 0:. .. .. ... . .. .. . . ... . . Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Meltpoint Plastics International, Inc. Part No. 3046 FPVC glazing gaskets complying with ASTM D638-03"Standard Test Methods for Tensile Properties of Plastics', ASTM D792-08 "Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement", ASTM D2240-05 (2010) "Standard Test Method for Rubber Property--Durometer Hardness" and ASTM D746-04 "Standard Test Method for Brittleness Ternperatirre of Plastics and Elastomers by Impact". 2. Meltpoint Plastics International, Inc. Part No. 5547 FPVC glazing gasket complying with ASTM D638-03"Standard Test Methods for Tensile Properties of Plastics'; ASTM D792-08 `;Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement", ASTM D2240-05 (2010) "Standard Test Method for Rubber-Property--Durorneter Hardness" and ASTM D746-04 "Standard Test Method for Brittleness Temperature of Plastics and Elastonters by Impact". F. STATEMENTS 1.. Statement letter of conformance AA.MA/WDMA/CSA 101/I.S.2/A440 and complying with FBC 2010, prepared, signed, sealed and dated 03/25/13 by Francisco Hernandez, P. E. 2. Statement letter of no financial interest, prepared, signed, sealed and dated 03/25/13 by Francisco Hernandez, P. E. 3. Laboratory compliance letter for Test Report No. FTL-6853, issued by Fenestration Testing Laboratory, Inc., dated 06/14/12, signed and sealed by Marlin D. Brinson, P. E. 4. Testing agreement letter, dated 04/1.7/12 between Fenestration Testing Laboratory (FTL,) and Sunshine Windows Manufacturing, Inc., issued by FTL. (Submitted under previous NOA No. 12-0209.05) 5. One year approval, subjected to successful verification test, the final approval will be issued for the balance of the remaining 4 years, of a total of 5 years. (Subinitted under previous NOA No. 12-04209.05) 6. Laboratory compliance letter for Test Report No. FTL-2836, issued by Fenestration Testing Laboratory, .Inc., dated 05/17/01, signed and sealed by Luis Figueredo, P. E. (Submitted under previous.NOA No. 02-0108.01) C. OTHERS 1. Notice of Acceptance No. 12-0209.05, issued to Sunshine Windows Manufacturing, Inc. for their "Series 2001 8—Ft. Outswing Dry Glazed Aluminum French Door with Sidelites—N.I", approved on 05/17/12 and expiring on;x/42113. Jaime D.Gascon,P Product Control Section Supervisor NOA No. 13-0418.02 Expiration Date: May 02,2017 Approval Date: August 15,2013 .. ... . . . . . .. E-2 . .. . . . . ... . . . . . . . .. ... .. . . . .. . ..• . ... . . ... . . . . . . . . . . . . . . . . . . .. . . .. . 408 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ,r w1� ::7•C 1 ti:iiays�: :rs�3 Sunshine Vndows GENERAL NOTES: INDEX OF DRAWINGS: MonufacWng, Inc. 1745 W. 3&d F%ca 3*1 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC 1 OF 18 .— GENERAL NOTES AND INDEX OF DRAWINGS. 'x"84'''�4-M2 Pt" 03)384-8852 AND ASTM E 1300-04 2 OF 18 .— ELEVATIONS. ioa(sos)eze—s»a 2.— FOR ATTACHMENT TO CONCRETE OR MASONRY THORUGH 1 BY USE 3 OF 18 .— ANCHOR DISTRIBUTION. 1/4- DIAM. ULTRACON BY ELCO WITH 1 1/4- MIN. EMBEDMENT 4 OF 18 .— CLUSTER DETAILS. T CONCRETE/MASONRY AND 2 1 2 MIN. EDGE DISTANCE. 5 OF 18 .-- DESIGN PRESSURES CHARTS 1 AND 2. INTO / FOR ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE USE 6 OF 18 .— DESIGN PRESSURES CHARTS 3 AND 4. 1/4- DIAM. ULTRACON BY ELCO WITH 1 1/2" MIN. PENETRATION 7 OF 18 .— HORIZONTAL SECTIONS. G'3 A4 INTO WOOD AND 1" MIN. EDGE DISTANCE. 8 OF 18 .— HORIZONTAL SECTIONS. FOR ATTACHMENT INTO METAL USE 1/4" DIA, HILTI QUICK FLEX 9 OF 18 .— HORIZONTAL SECTIONS. WITH 1" MIN. EDGE DISTANCE. 10 OF 18 .— HORIZONTAL SECTIONS AND VERTICAL SECTIONS. , 3.— CONCRETE STRENGTH €'c=3,000 psi MINIMUM, CMU PER ASTM C90 11 OF 18 .— BILL OF MATERIAL. 5rn WITH fm=2,000 psi MIN. 12 OF 18 .— ATTACHMENT DETAILS. 4 4.— BLOCK CELLS SHALL BE FILLED WITH NON SHRINK NON METALLIC 13 OF 18 .— ATTACHMENT DETAILS. g GROUT WITH A MINIMUM STRENGTH OF 3,000 psi 14 OF 18 ATTACHMENT DETAILS. 5.— WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE WITH 15 OF 18 .— ATTACHMENT DETAILS. G= 0.55 OR GREATER DENSITY. 16 OF 18 .— ATTACHMENT DETAILS. 6.— THE THICKNESS OF THE STEEL./ALUMINUM HOST STRUCTURE 17 OF 18 .— GLAZING DETAILS. N •"' SHALL NOT BE LESS THAN 1/8-. 18 OF 18 .— CORNER ATTACHMENT DETAILS. a a ••••• """ •( so ALUMINUM SHALL BE 6063—T6, STEEL SHALL BE ASTM A36, Fy=36 Ksi OR A STEEL GRADE WITH HIGHER YIELD STRENGTH. WWW •' • 7.— WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO •• STRUCTURE IN ORDER TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL ••••• PRIOR TO WINDOW INSTALLATION. •• " ' •• 8.— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL • . . .. . ...... BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 • •• '. OF THE 2010 FBC. 9.— DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH • EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, •••• •• SECTION 1008.1.1 (MEAN OF EGRESS) AND 2012 FLORIDA •• • FLORIDA ACCESSSIBILITY CODE, SECTION 402.2.3 (CLEAR WIDTH AND MANEUVERING CLEARANCES), z 10.— COLONIAL MUNTINS CAN BE APPLIED. 11.— FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH ? (2) #10 X 1" PAN HEAD SHEET METAL SCREWS. 12.-- GLASS WILL BE SECURED INTO THE ALUMINUM FRAME POCKET BY USE OF DRY, PRE—FORMED RESILIENT GASKET WITHOUT THE USE OF COMPOUND. 0 z DRAWING No. PRODIJ(:'f1im%vw Fp-12-01 j GENERAL NOTES AND INDEX OF DRAWINGS Bu inn's 01�r,w.`r'orida Acceptsuu4Ab 0Z •T f— I DATE OB-12--13 THIS PRODUCT IS NOT IMPACT RESISTANT / Isco HERWDU SCA E: ws MIAMI-DADE IMPACT RESISTANT SHUTTERS ARE REQUIRED Miami Dade Produa Cbmmot �- PE 9 b1393 sc4Eer 1 of 18 J J L J L M. E - � A 8 A C D E D C C F REV. FLUSH BOLTS REV. fmv. FLU FLUIBOLT RE, , Sunshine Windows tM� ON (tratcaL oN Manufacturing, Inc. 44 t 2" ACTIVE PANEL) 44 1 2' 26" 1NAC pANELj Moloch,1745 WFlorWo 33012 UAX Q.O. MAX. D.O. MAX 0.0. MAX. D.O. MAX. D.O. Ph: (305)384-9882 �9 9 T Fosu(305)828-5118 CC 0 _ C • K .�pp R' • , • S> • G O, iV �d d 93 oz N �^ all rrkk DOOR pApTH r SIDELITEh DTH D�WI THD � SID—ELITE WIDTH SIDE48' MAX �UTE WIDTH � 72° MAX. t ,U� C/= r DOOR WIDTH 51DELITE WIDTH C DOUBLE DOOR DOUBLE DOOR W/SIDELITES DOUBLE DOOR WIUNCLIPPED MULLIONS&SIDELITES do JGTYi L J L J L �....• G C D H C C F 1 C vWj �• •• 0000•• . • .. • 0000: M� 11Ev. • • • � • • DEAD BOLT • • •..•.• • • • 0000• g" 44 1/2" 26' TYPICAL 44 1 2° 28" • • •• •• • ••i•. MAX. O.O. MAX. Q.O. MAX. Q.O. LEVER HANDLE MAX Q.O. MAX. 0.0. • • • • • x � � •• • 0000•• K 0 •0 a . , TYPICAL � Kpp . d � • • •� • •d, d O ,d, O m o N. `d • • 0 00.09• d A \A O �+ 09.•.• •.000• ` ¢ 0••• oL M K 1 Lj Y 2' 37"MAX 48' MAX. 37" MAX. 48° MAX. 48" MAX. 37' MAX. 41Y MAX. DOOR WIDTH r SIDELITE WIDTH DOOR WIDTH T SIDELITE WIDTH 7 Swim WIDTH DOOR WIDTH smELITE WIDTH SINGLE DOOR SINGLE DOOR W/SIDELITES SINGLE DOOR W/UNCLIPPED MULLIONS&SIDEIXM DRAWING No. c ELEVATIONS Fa—,2-01 na complYls:SsvtUsth4 FIoTWa �I `� THIS PRODUCT I5 NOT IMPACT RESISTANT F3wtdm8CnN DATE:00-12-13 Acccptanca LideAl IE ProduM Conti R.. PE � 51393 sHEEr'"6 C61 G�2 Ham¢ SCALE: NTS � MIAMI-DADE IMPACT RESISTANT SHUTTERS ARE REQUIRED 4�y- 2 OF IS (Dade SEE CLUSTER DETAIL 1 SEE CLUSTER DETAIL 2 SEE CLUSTER DETAIL # i SEE CLUSTER DETAIL j 2M ON SHEET 4 OF 18 ON SHEET 4 OF 18 ON SHEET 4 OF 18 ON SHEET 4 OF 18 SEE CLUSTER DETAIL 3 SEE CLUSTER MAIL 3 4° MAX 11" MAX. 8° MAX a MAX 11° MAX. 8° MAX. ON SHEET 4 OF 18 { � � � ON SHEEP 4 OF 18 ^. _ ItY Sunslin6 Yfmdm NanufachEtq, Inc. 1745 W. 33rd Placa HWuh,Fbft 33012 Ph. (3"34-8852 Faxs(385)828-5118 o � DOOR WITH CLUTERS OF 6 ANCHORS AND BACK TO BACK SiDELITES DOOR WITH CLUTERS OF 6 ANCHORS AND SIDELETES WITH UNCUPPED MULLIONS SEE DEWGN PRESSURE CHARTS #1 AND # 2 ON SHEET 5 OF 16 SEE DESIGN PRESSURE CHARTS fi AND 2 ON SHEET 5 OF 18 pOO VVV�� SEE CLUSTER DETAIL # 4 SEE CLUSTER DETAIL # 5 SEE CLUSTER DEWL # 4 SEE CLUSTER DETAIL # 5M N •••• ON SHEET 4 OF 18 ON SHEET 4 OF 18 ON SHEET 4 OF 18 ON SHEET 4 OF 16 • • r SEE CLUSTER DETAIL ty 8 SEE CLUSTER DETAIL 8 i •• •••• sees:* l 4° MAX. 11" MAX, 9" MAX ON SHEEP 4 OF 18 4 MAX. 11" MAX. 9" MAX. ON SHEET 4 OF 18 • • •••• e •• ee • • •• • • • 0000•• • • • • 0 • • • 0000•• • • • 0000• • IV •• •• • 0000• • • •• • 0000•• 90*000 • • • 0000•• • • 0009•• • • •••• • • • 0000 DOOR WITH CLUTERS OF 4 ANCHORS AND BACK TO BACK SIDELITES DOOR WITH CLUTERS OF 4 ANCHORS AND S{D UM$ WITH UNCLIPPED MULLIONS 0 SEE DEMON PRESSURE CHARTS /3 AND # 4 ON SHEET 6 OF 18 SEE DESIGN PRESSURE CHARTS #3 AND # 4 ON SHEET 6 OF W z DRAWENG No. { ANCHORS DISTRIBUTION �'��"� �" FD-12-01 R9 complytng.vEtbthe FEorWrs Building 3, � "rte(— E}ATE:06-12-13 THIS PRODUCT IS NOT IMPACT RESISTANT "c`�ce � a.�• FWVM 14ERRAMDEZ SCALE. NTS MIAMI-DADE IMPACT RESISTANT SHUTTERS ARE REQUIRED PE s13ss Y SHEET 3 OF 18 1,4iinrri Dads P.uducl Como if.•a yti» ............... ................ Sunshine Windows 2" M nafacfurifl$ Inc. 4" 4' I�� 4,� �,,4„ 4. 4„ 4�„t 4p 4p 4u 4,� �„ 4„ 1 I 4 Ph. 0 sed amu• Mdeo Flo�.3M12 Ph. (3os)3ea—eesa Fe�e(3Q8)828-8118 � a 10 CLUSTER DETAIL # 1 CLUSTER DETAIL # 2 CLUSTER DETAIL # 2M CLUSTER DETAIL # 3 p W 0000 � 0000 00,00. • • • r, • • •• •• ••i•.• 4' 4 q^ 4° 4. 4e 4” 4„ ►C/V goo, .. • l rf 0000•• • • 0000.• . OV •i •• • 0000• • • •• • 0000•• • . f • • •.0000 0000.• • • 0000•• • • 0000 • • • 0000 ' Z .CLUSTER DETAIL # 4 CLUSTER DETAIL # 5 CLUSTER DETAIL # 5M CLUSTER DETAIL # 6 DRAWING No. PRODUCT REMMM FD—12-01 as complyh%with Ute Florida Buildinscode -I—( —),!> DATE',00-12-13 Acmptalms NO . 01 FWMSCO HO MANDEZ SCALEt NTS CLUSTER DETAILS ly R. PE 151393 �r 4 OF Ifl )lrhemi Dudo Product Cont DESIGN PRESSURE CHART#I DESIGN PRESSURE CHART#2 "`".. DESIGN PRESSURES FOR 8 - 5/16° DIA. ULTRACON ANCHOR CLUSTERS DESIGN PRESSURES FOR 6 - 5/18"DUI. ULTRACON ANCHOR CLUSTERS ( INSTALLED IN CONCRETE AT THE TOP AND BOTTOM INSTALLED IN WOOD OR 6 - 1/4" DUI. HIL71 QUICK FLEX OF SIOELTTE/DOOR INTERIOR MULLIONS AND DOOR ASTRAGAL. INSTALLED IN STEEL AT THE TOP AND BOTTOM OF SIDEUTE/DOOR INTERIOR MULLIONS AND DOOR ASTRAGAL MAXIMUM MAXIMUM $UTLS'wme•,1wowS DOOR SIDELITE WIDTH DOOR SIDELITE WIDTH ManafAling► DOOR AND WITHOUT WHEN SIDELITES WITH DOOR AND WITHOUT WHEN SIDELITES WITH LEAF SIDELITE SiDEUTES ARE USED AT SIDELITES LEAF SID11HE SIDELITES; ARE USED AT SIOELMES 1745 W.33rd Place WIDTH PM (308)354-9HEIGHT THE SIDES OF WIDTH HEIGHT THE SIDES OF Hialeah,5)3 J3 32 (NOMINAL) (NOMINAL) POS. NEG. THE DOOR POS. NEG. (NOMINAL) (NOMINAL) POS. NEG. THE DOOR POS. NEG. 8b2 F•x:(308)828-8115 48- 80.00 90.00 48" 50.20 50.20 42" 80.00 90.00 42" 52.80 52.80 37" 80.00 80.00 37" 55.40 55.40 31-0" 80.00 90.00 30" 80.00 90.00 3'-0" 80.00 90.00 30° 5800 86.00 tY1 24" 80.04 90.00 24" 56.00 56.00 18" 80.00 90.00 18" 56.00 56.00 V � 48" 80.00 90.00 48- 53.40 53.40 0 ` 42° 60.00 94.90 42" 56.40 56.40 p a 2'-6" 37" 80.00 100.00 2'-e 37" 59.40 58.40 �y Q SEE NOTE t 80.00 104.00 30 8000 104.00 SEE NOTE t 80.00 104.00 30" 64.70 64.70 0000 24" 80.00 104.00 24- 64.70 64.70 • • •••••• •••••• 1. 18° 80.04 104.40 18" 64.70 64.70 • • •+• • + • • • Opel 90 48" 80.00 110.00 83 80 • • •• • • • 0000+• 42" 80.00 110.00 42- 88.80 66.80 • • • • sees* • s • 0000•• 37" 80.00 110.00 37" 59.80 89.80 • • • 80.00 113.20 3Q" 80.00 110.00 3'-0' 80.00 113.20 34" 70.50 70.54 • •• •••••• •••• • 24" 80.00 110.00 24" 70.59 70.50 • • • •• • • • 000000 18" 80.00 110.00 18" 70.50 70.50 •• :see*" • • 12" 70.50 70.50 0000 • esss•• 12° 84.00 110.00 •• • • • 8'-8" 6-8" • 48" 6784 67.64 4$" 80.00 110.00 •••• 42" 80.00 110.00 42° 7100 71.00 z 37" 80.00 110.00 2'-8" 37- 74.40 74.40 NUTS I 2'-s- SEE NOTE 1 80.00 129.60 30° 80.00 110.00 SEE NOTE 1 80.00 129.60 �- 80 00 60.60 DOORS REQUIRING FULL USER 24" 80.00 110.00 24" 80.00 80.60 PASSAGE SHALL COMPLY WITH 18" 80.00 110.00 1s" 80,00 80.60 1 THE REQUIREMENTS OF THE NOTE NO. 9 OF THE SHEET 01 c3 12' 80.00 110.40 12" 80.00 80.60 OF 18. z° DRAWING N0. PRO0UCrRBMWsn FD-12-01 as complying with Ute Florida,/� r ` DididinaC de -Y 0� ( DATE:06-12-13 D �09 FRANCISCO HERNAM SCALE. NIS DESIGN PRESSURE CHARTS # 1 AND # Z Memimim&Predw SIM SHEET 5 OF 18 DESIGN PRESSURE CHART#3 DESIGN PRESSURE CHART#4 DEMON PRESSURES FOR 4 - 8/18" Dik ULTRACON ANCHOR CLUSTERS DESIGN PRESSURES FOR 4 - 8/18" D1A. ULTRACON ANCHOR CLUSTERS .. m... INSTALLED IN CONCRETE.AT THE FOP AND BOTTOM INSTALLED IN WOOD OR 4 - 1/4" DIA. HILTI QUICK FLEX OF SIDELITE/ODOR INTERIOR MULLIONS AND DOOR ASTRAGAL, INSTALLED IN STEEL AT THE TOP AND BOTTOM OF SIOEUTTE/DOOR 114TERIOR MULLIONS AND DOOR ASTRAGAL MAXIMUM MAXIMUM Suns*m W6idow3 DDDR SIDELITE WIDTH DOOR SIDELITE WIDTH Manufacturing, klc. DOOR AND WITHOUT WHEN SIDEL ITES WITH DOOR AND WITHOUT WHEN SIDELITES WITH LEAF SIDELITE SIDQ.RES ARE USED AT SRDELITES LEAF SIDELITE SIDQJTES ARE USED AT SIDEUTES 1745 W. 33rd Place WIDTH HEIGHT THE SIDES OF WIDTH HEIGHT THE SIDES OF Ntcleah,FloriQa 33012 (NOMINAL) (NOMINAL) POS. NEG. THE DOOR POS. NEG. (NOMINAL) (NOMINAL) POS NEG. THE DOOR POS. NEG. Ftn (305)394-5152 Fmn(3t15)s26-6118 48" 78.40 75.40 48" 33.80 33.50 42" 79.30 79.30 42' 35.20 35.20 37" 80.00 83.20 37" 36.00 38.90 80.00 90,00 30 60.00 84.10 3'-0" 80.00 90.00 30" 37.30 37.30 g'_0" Qat 24' 80.00 84.10 24" 37.30 37.30 Q 18" 80.00 84.10 18" 37.30 37.30 A 8._0n � VZ 48" 80.00 80.20 48" 38.60 38.60 42" 80.00 84.60 42" 37.60 37.00 p a 2'-8" 37"• 80.00 89.20 2'_8" 37" 39.80 39.80 p� SEE NOTE 1 80.00 104.00 30" 80.00 97.20 SEE NOTE 1 MOO 104.00 30" 43.10 43.10 N 24" 80.00 97.20 24" 43.10 43.10 t1� 18" 80.00 97.20 18 43.10 43.10 • • 48" 80.00 96.00 48" 42.60 42.60 • • •• •• •••••• • • •• • • • 42' 80.00 100.30 42" 44.00 44.80 •••••• 37' 80.00 104.80 37" 48.80 46.50 • • •• �••••• ••••• • •• •• • ••••• 80.00 113.20 30" 80.00 105.80 30_0" 80.00 113.20 30" 47.00 47.00 ' •• •••••• •••••• • 24" 80.00 105.00 24" 47.00 47.00 • •• • es Goo: •• 18" 80.00 105.80 18" 47.00, 47.00 • i•••i e 12" 80.00 108.80 12" 47.00 47.00 • •••••• 6'-8" • • 0••• • • 48" 80.00 101.80 48' 48.20 48.20 Go** 42" 80.00 106.70 42" 47.30 47.30 37" 80.00 110.00 37- 49.60 49.60 NOTE I 2'-6' 2-V 2--6- DOORS REQUIRING FULL USER SEE NOTE 1 80.00 129.60 30" 80.00 110.00 SEE NOTE 1 80.00 129.80 30" 53.80 53.80 PASSAGE SHALL.COMPLY WITH 24" 80.00 110.00 24" 83'80 53.80 THE REQUIREMENTS OF THE 18" 80.00 110.00 18" 53.00 53.80 NOTE NO. 9 OF THE SHEET 01 OF 18. 12" 80.00 110.00 12" 83.80 5180 DRAWING No. PRODUCTREN13W13D FD-12-01 { tic complying viith iha Fiad" Building Code 0z Acreptnnce tQo 13a D 'l FRANC=HERNANDEZ SCALE: NTS DESIGNPRESSURE CHARTS # 3 AND #1 4 1�4iamiDadaFrodaciCOnlro F. PE#51393 SHEET 6 OF 18 :: :axis :•:L1 r.' 2 21 24 Sunshine VmdoWs Manufacturing, Inc. 1743 W. Mrd Pim MIS01,tlWda 33012 1219 5 5 7 5 18 5 19 12 v( 354-90 a 22 22 AcrnrE LEAF INACTIVE LEAF C + 6 A z 6 , 3/16' TElhf'. GLASSB) 3/16' TEMP, GLASS OREV. o 5 A z � 0000 EXTERIOR so 0.00 •..••• 000 0 • • DOUBLE DOOR •••• •. 0.0000 0000 0000.. 0000.. ... 0000. 2 ZO 21 0.00 .• 0.00• . ..... 0000.. • •. . 0 0000.. .0.0.0 12 ' . 0.0.0• • • •0.• • 0 12119 5 1$ 22 00*0 00 3/16' TMP. OL4W----J A EXTERIOR G SINGLE DOOR DRAWING No. P1RODU r RENSWED, ` #a cortplyb*vildi the Florida FD-12-01 tttttldlap code ,,,s�"Si'fi.g 1 ,0-7 DATE: 08-12-13 AecepMnn No J..�l �J' �� I—�aj p FRANCISCO H�ae>EZ : 1/2=1 HORIZONTAL SECTIONS MhunI .1?1oductcont, FL. FE 151393 SHEET 7 OF 18 11 " { 8 2 20 29 . Sunshine VadoWs �anacluring, bac. t2 17 17 ' 12 19 5 18 18 2 7 22 5 1$ 18 5 �FWAaisoi 16 ��)828-51i% 16 12 AcrnE LEAF INACTIVE LEAF 3/16' TEMP. GLASS SEE SECTIONS D REV. Am(�) REV, 1/4" TEMP. tiLASS 0 EXTERIOR ON SHM 10 of 18 O �j z 0 DOUBLE DOOR •'• WITH BACK TO BACK SIDELITES 40 ��• ��•� . . . .. .. ...... . ..... ' 23 ..:.. 2 20 21 .. . ...... 8 8 •• • ...... 12 15 17 15 16 12 19 5 18 18 22 22 I - I — 1 12 ACTIVE LEAF INACTIVE LEAF 15 15 V1 D 9.V- C"3 11 L----j k -41 1 O6 3/16' TEMP. GLASS-] LASS SEE SECTIONS{ N ) REV. ANDS v ) REV. 1/4" TEM111 [ P. GLASS__-j �f �✓ ON sFIEEr 10 OF 18 (D E EXTERIOR os:Awuta No. DOUBLE DOOR PRODUCT MMD F0-12-01 ens comp+yinS.viththeFled a WITH TUBE AND SIDELITES AC-41 S. DATE gxy�tronrDaoz �� SCALE: 1 2"at" HORIZONTAL SECTIONS �-- - � ��' 151393 FI IANDEZ Sr�r 8 OF 18 A bHeml Uade Product Cbnlnn 11 11 �r �;ori ( 2 20 Ll 21 $ 2 •.1G M:h'.•'. 1::1.1 Sunshine Windows 12 itilanufociuring, �� 12 laCe 15 17 17 15 12 19 5 1$ 1$ 15 17 17 15 12 1745 W.33rd 3412 ►eo�a Rata.33otz 16 22 ?16 Ph:(M)N4-09M rp FM(M)SM-5119 16 16 15 1512 1215 15 P4 3/t6' TEMP. GLASS \L� 1 1j4" TEMP. GLASS z 1/4" TEMP. GLASS EXTERIOR � 0 @REV. o z •....• SINGLE DOOR WITH BACK TO BACK SIDELITES Goss ••..•. � 23 221 23 � � • . . .. .. . ..... © .. ...... $ 8 $ $ 2 • . . . . ...... 12 15 17 17 15 12 19 5 18 18 2 16 15 17 47 15 12 Goes 16 — 1 L 16 16 1 1_ 12 12 15 15 15 15 O 6 3/18' TEMP. GLASS 1/4" TEMP. GLASS 1/4"TEMP. j� EXTER{OR } (K)REV. a SINGLE DOOR �' $ WITH TUBES AND SIDELITES # PRODUCTRENOM FD-12-09 as ca:nplylnp with the plod& AuildinE CoI 3 �e0ry — 12, !?ATE 08-12-13 Aoceptm:cet�b ( SCALE on HORIZONTAL SECTIONS ` T� MUM 0b MMEZ SHEET 9 OF t8 ml.,.,Dade Pro at Conlrpl C 2 $ � l' 13 1 L 15 -j" 8 Suafte Windows 14 19 Monufocfudq, Inc. 5 19 15 17 17 15 17 H745 ah. Place 12 1 Pd: (305)384-tt962 16 4 Fann(305) 95118 16 _ 14 1/4• TRIP. GLASS T ACTM LEAF 1215 15 ,8 6 O 3/16° TEMP. GLASS O Q Z 1/4" TEMP, GLASS W 18 , D REV. C REV. � z 14 00 ��+i W 0000 0000.. . . .. 90 .0060. i0 iil 0000.. t• 0000.. . . 0000. 23 14 3 15 9 9 . . 9. .. . 0000. 2 S 24 13 O 15 .. . 0000.. 12 9 0 . 9 0000.. 13 0 .0090. . . 0000 . 9 5 19 12 15 17 12 0 000 16 1s VERTICAL SECTIONS Q ACTNE LEAF 12 15 6 � 1/4° TEMP. GLASS REV. �C REV. LLL LLL PROD'U � �the F QiLde� DRAWING No. u comply s' 0°2 FD—12—01 E. Uuildina�+d6 • AcWtatree¢o HORIZONTAL SECTIONS DATE:08-12-13 M{omlDadeP ct FRANCISCO HUMDEZ SCALE 1 FL. PE 151393 SHEET 10 OF 18 ( u� ,078' 78" !!! BILL OF MATERIAL ;:`; No PART QTY PART DESCRIPTION MATERIAL "» 5.00' OAS-48913 1 DOOR FRAME HEAD t 500' f2 2 ODOR FRAME JAMB 6063—TB 3 GAS-489 O 15 1 O4 CAH-46914 AS REWO DOOR PANEL TDP/BOTTOM RAIL 6083—TS �Unflhine �indDWS DOOR FRAME SU DOOR FRAME HEAD DOOR FRAME JAMB 5 CM-48910 AS RM DOOR PANEL STILE 17ss w � p� 6 CAH-46917 60638083-76 MimeoA, Florldo 34012 3/LEAVE DOOR HINGE P1u (305)384-9982 7 GAS-48916 AS REQ'0 DOOR ADAPTER -TS 6083-TS Foxt(305)828-5118 A78" A8' 9 GAS-30655 AS REQ'D SIDELITE HEAD/JAM8 8083..75 GAS-•3DOS8 AS REQ'O SIDELITE SILL 6063-T5 10 GAS-30657 AS REQ'O SIDELIIE SILL STOP r 8083-TB 6 i 11 GAS-43890 AS REQ'D SIOEIJTE BACK TO BACK STILE 6063-T8 Ci 13 M-40926 AS-REQ'D FLAT FILL COVER 6083-T5 y � 10 X 1" SCREW STEEL AS READ ••••• Z • DOOR FRAME SILL 14 1MB18 � •..• •••.•• DOOR PANEL TOP dt BOTTOM RAIL AS-REQ'D IF 10 X 1 1/2' SCREW STEEL Q • • i •• • •• 18 1LY63 � 8 X 1" SCREW w o • 18 -RI(}�D STEEL (,j •• • ••0 see*** SCREWS AS-REQ'D FF.tt • 17 14 X 1 1/2" SMS O •• • • • • MPI 3046 p'p ••...• 4� AS-REQ'D GLAZING GASKET-DUR a 70 FPVC r„I Q •• • 00000•.i• • • 078' O • 16 MPI 5547 AS REQ'D U GLAZING CHANEL-DUR = 70 �i .• ••••. t FPVC • • 1� uo� 19 W33321NKO020 AS REQ'D ULTRA FTN WEATHERSEAL •• • *0006 •• •• 1.908' POLYPROPYLENE • • 20 RA-209OL3RZA83Bp • •• • •••..• 1 LOCK (LATCH) • I RA-290QZiABBP ZINC •.•• . • 4378' , O 21 1 LOCI{ (DEAD BOLT) ZINC • • I • • • • •••••• 5 22 FLUSH BOLTS 2 PER LEAF 160••• DOOR HINGE DOOR ADAPTER FLUSH BOLTS ZINC/STEEL • • • • 23 GAFI-39108 AS REWD 6' X r X 9 8' • • •••••• DOOR PANEL STELE / ALUM. TUBE 8063-T8 • • •••• • • q 24 X109HT-100 • �? 1.75' AS REQ'D "0 SECTION FOAM RUBBER 0000 o " SEAL EPOM f .0�8' 09 .0 ` .078' .078'76 4 � 4.00" 3.50' S.L. SILL td `< (R6• FIAT FILL COVER 1' �r 8" X 2' X 1/8' TUBE 1.75' {.�( "'tom (UNC PED) III 140' o PRODUcrRmE%vBD 078' t.107" iq as complying svIIG the Florida DulldingCade ,t ' .200. �, . �g�: L� .�� DRAWING N . t0 -�- ¢��° FD-12-01 11 t7 18 &L HEAD AND ,IAMB S.L. Silt STOP LV11nn1i Dodo Pmdw Control 0--� DATE: —12-13 S,L. BACK TO BACK STILE S.L GLAZING GASKET DOOR U GLAZING GASKET (UNCLIPPED) FRANCISCO HERMMOEZ SCALE:ix-11 FL: PE# 51393 SHEET 11 OF 18 9/4° CONCRETE WITH 1 1/4° MIN. EMBEDMENT 1/4" ULTRACON WITH 11/4° MIN. EMBEDMENT r RY INTO CONCRETE / MASONINTO CONCRETE / MASONRY. FOR MAX. ANCHOR MASONRY. ELEVATIONS FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 14. ON SHEET 1 OF 14. FOR NUMBER OF ANCHORS REFER TO DESIGN ?»::: ^. . FOR NUMBER OF ANCHORS REFER TO DESIGN "`: '''" 2 1/2" MIN. PRESSURES AND ANCHORS DISTRIBUTION CHART 2 1/2" MIN. PRESSURES AND ANCHORS DISTRIBUTION CHART .: ON SHEET' 2 OF 14. ON SHEET 2 OF 14. EDGE DISTANCE EDGE DISTANCE Sunshine 1MIndow3 a MmufwAtaing, Inc, ° A'. :° v 6 1748 W. 33rd PMCa v°e ' A A 1/4" MAX. da ' , ^ MWaa.Florida 33012 a' ".Alt 0 4 a SHIM SPACE r ;p' d ' D a' 44 p 1 " e .� Ph: (�S)384 9982 a qe i °e e e Faxs(308)828—$118 oa 1/4" ULTRACON WITH 1 1/4° MIN. EMBEDMENT INTO CONCRETE / MASONRY. a^N Oa ;oa FOR MAX. ANCHOR SPACING SEE ELEVATIONS o :• ON SHEET 1 OF 14. a FOR NUMBER OF ANCHORS REFER TO DESIGN Q PRESSURES AND ANCHORS DISTRIBUTION CHART DOOR.FRAME HEAD o. ON SHEET 2 of t4. $ Z SI1}E LITE HEAD 1 JAMB , ATTACHMENT TO ATTACHMENT TO CONCRETE/MASONRY ; .g�, CONCRETE/MASONRY .... Q . . ••• . 0 LV,1 � � .. a.. 0000•• DOOR FRAME JAMB •• ••••• a ATTACHMENT TO060::. • • . . .. .. . ..... CONCRETE/MASONRY r� • • . .. •• . ...... 00 • • • • • • • 000090 SIDELITE SILL SIDELITE SILL •••••• DOOR FRAME SILL • ATTACHMENT TO ATTACHMENT TO •••• • ATTACHMENT TO 0 0.0 CONCRETE FLOOR SLAB CONCRETE/MASONRY CONCRETE FLOOR SLAB Vu bpm• ,r.� � � � � �,•. �;a •� a n @ '@e @d °o % Y @d a @d @ '@p @d c°@ p u @? @v 4d e @ a @ a ae@ . Htgi STRENGTH GROUT @,d'o q;. MUST BE MMI. 3 KSI NON SHRINK NON METALIC. 1/4° ULTRACON WITH 1 1/4° MIN. EMBEDMENT 1/4° CONCRETE WITH 1 1/4" MIN. EMBEDMENT 0 INTO CONCRETE / MASONRY. INTO CONCRETE / MASONRY. Z FOR MAX. ANCHOR SPACING SEE ELEVATIONS FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 14. DRAWING No. ON SHEET 1 OF 14. FOR NUMBER OF ANCHORS REFER TO DESIGN FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURES AND ANCHORS DISTRIBUTION CHART FD— Z—O 1 NBWED PSS AND ANCHORS DISTRIBUTION CHART ON SHEET 2 OF 14. PRODUCTS iththeF ON SHEET 2 OF 14, oasomply6ngwilhtbeFtarlda DATE:OB--12-13 BuitmNx allo � FRANW O HERNANDEZ SCALE: ATTACHMENT DETAILS tT.. PE j 51393 SHEET t 2 OF 18 Ry p 1/4' ULTRACON WITH 1 1/4' MIN. EMBEDMENT 1/4" ULTRACON WITH 1 1/4' MIN, EMBEDMENT INTO CONCRETE / MASONRY. INTO CONCRETE / MASONRY. FOR MAX ANCHOR SPACING SEE ELEVATIONS FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 14 2 1/2" MIN, ON SHEET 1 OF 14 FOR NUMBER OF ANCHORS REFER TO DESIGNFOR NUMB OF ANCHORS REFER TO DESIGN 1/2' MIN. 14 PRESSURES AND ANCHORS OBM13LMON CHART EDGE DISTANCE PRESSURES AND ANCHORS DISTRIBUTION CHART = :� 2 ON SHEET 2 OF 14. ON SHEET 2 OF . i�r;r,.": EDGE DISTANCE 1' BY WOOD BUCK BY OTHERS. 4d o ' . °° Sunshine Windows MUST BE PROPERLY SEALED AND ANCHORED p• a. g. � : . a . ,. manufacturing, Inc. TO TRANSFER GLAZING SYSTEM LOADS '' q° , n TO THE STRUCTURE AND 1748 W.33rd Place' a A 4 8 a SHALL BE APPROVED 8Y BUILDING OFFICIAL IBota k FWWo 33012 ` PRIOR TO DOOR INSTALLATION. Ph: (308)384-8982 Fox+(30S)828--8118 I" BY WOOD BUCK BY OTHERS. MUST BE PROPERLY SEALED AND ANCHORED 95 TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND S1 SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. SIDE LITE HEAD(JAMB ATTACHMENT TO DOOR FRAME HEAD CONCRETE/MASONRY aCD *see •••• USING V BY WOOD BUCK •• 0***:* ATTACHMENT TO •••• e• CONCRETE 1 MASONRY USING 1" BY WOOD BUCK e ' SIDELITE SILL ' 1' BY WOOD SUCK BY OTHERS. i" BY WOOD BUCK BY OTHERS. • • •• e• • ••.•• MUST BE PROPERLY SEALED AND ANCHORED MUST BE PROPERLY SEALED AND ANCHORED ATTACHMENT TO • • • •• • •••••• TO TRANSFER GLAZING SYSTEM LOADS TO TRANSFER GLAZING SYSTEM LOADS CONCRETE/MASONRY • TO THE STRUCTURE AND TO THE STRUCTURE AND • • •• • • SHALL BE APPROVED BY BUILDING OFFICIAL SHALL BE APPROVED BY BUILDING OFFICIAL USING 1" BY WOOD BUCK • • • � ••••• PRIOR TO DOOR INSTALLATION. PRIOR TO DOOR INSTALLATION. • • i • • • • va< 1/4' ULTRACON WITH t 1/4" MIN, EMBEDMENT 1/4' ULTRACON WITH 1 1/4" AIN. EMBEDMENT � N • ov INTO CONCRETE / MASONRY. INTO CONCRETE / MASONRY. FOR MAX. ANCHOR SPACING SEE ELEVATIONS FOR MAX. ANCHOR SPACING SEE ELEVATIONS oa ON SHEET 1 OF 14. ON SHEET 1 OF 14. ° FOR NUMBER OF ANCHORS REFER TO DESIGN FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURES AND ANCHORS DISTRIBUTION CHART PRESSURES AND ANCHORS DISTRIBUTION CHART --�- ON SHEET 2 OF 14. ON SHEET 2 OF 4. i oa s :a, a, $, tea .1T a .•, do 2 1/2' MIN. EDGE DISTANCE 4pRonucr RmEWED a 1/4" MAX. camplyingwith theFIWW a SHIMSPACE Buildin8 Cade A 02 ACa a Np DRAWING No. DOOR FRAME JAMB ° FO-12-01 N ATTACHMENT TO daP OKtcontr a DATE:06-12-13 CONCRETE/MASONRY _� SCALE: =t' USING 1"BY WOOD BUCK ATTACHMENT DETAILS �aS1� 30IANDEZ t , 2' FL PE� 513 SHEET 13 OF 18 1/4" ULTRACON WITH 1 1/2" MIN. 1/4" ULTRACON WITH 1 1/2" MIN. PENETRATION INTO WOOD. PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS OR ON SHEET 1 OF 14 FONS} ETOFt¢PACING SEE ELEVATIONS w:: µ ...,.. I' FOR NUMBER OF ANCHORS REFER TO DESIGN FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURES AND ANCHORS DISTRIBUTION CHART 1"mw1 PRESSURES AND ANCHORS DISTRIBUTION CHART far; •rii ON SHEET 2 OF 14. ON SHEET 2 OF 14. EDGE Sunshine �Pndows DIST. 2" BY WOOD BUCK BY OTHERS. 2" BY WOOD BUCK BY OTHERS, DISTANCE Manufacturing, Inc. MUST BE PROPERLY SEALED AND ANCHORED MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER GLAZING SYSTEM LOADS TO TRANSFER GLAZING SYSTEM LOADS lefe V. 33rd iIt TO THE STRUCTURE AND TD THE STRUCTURE AND Ht: (3 5)30 39012 SHALL BE APPROVED BY BUILDING OFFICIAL SHALL BE APPROVED BY BUILDING OFFICIAL Fh (805)380-6882 PRIOR TO DOOR INSTALLATION. PRIOR TO DOOR INSTALLATION. Mm Fwxs(308)828-5t to z � � SIDE LITE HEAD I JAMB .... DOOR FRAME HEAD ATTACHMENT TO WOOD W ••••• *see:* ATTACHMENT TO WOOD S . . . . .. .. ...... DI rA ...... SIDELITE SILL. so:*** 2" BY WOOD BUCK BY OTHERS. 2" BY WOOD BUCK BY OTHERS. ATTACHMENT TO WOOD •• •• ••••• MUST BE PROPERLY SEALED AND ANCHORED MUST BE PROPERLY SEALED AND ANCHORED • •• •••••• •••• • TO TRANSFER GLAZING SYSTEM LOADS TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND TO THE STRUCTURE AND ••• • •• SHALL BE APPROVED 13Y BU1LDMIG OFFICIAL SHALL BE APPROVED BY BUILDING OFFICIAL • • • • •••••• PRIOR TO DOOR INSTALLATION. PRIOR TO DOOR INSTALLATION. •••••• it • 1/4" ULTRACON WITH 1 1/2" MIN. adi •••• PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS 1/4" ULTRACON WITH 1 1/2" MIN. ON SHEET 1 OF 14. PENETRATION INTO WOOD. FOR NUMBER OF ANCHORS REFER TO DESIGN FOR MAX. ANCHOR SPACING SEE ELEVATIONS PRESSURES AND ANCHORS DISTRIBUTION CHART ON SHEET 1 OF 14. ON SHEET 2 OF 14. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURES AND ANCHORS DISTRIBUTION CHART ON SHEET 2 OF 14. 1°MIN. EDGE � DISTANCE 1/4" MAX. PRODUCT RENEWED 21 VW SPACE as complymig with the Florida Ba1ldlna Carta3®,r^t� � DRAWING No. DOOR FRAME JAMB nccolptaaca NO °''! �• to D • ��, FD--12-01 ATTACHMENT TO WOODT twa.dDa sProductConte �,1 DATE:08-12-13 FRANCISCO 393 NDEZ ATTACHMENT DETAILS Ste. , 2"Fi" FL PE/ 5,1393 SHEET 14 OF 18 T14 SMS THROUGH METAL. 14 SMS THROUGH METAL OR MAX. ANCHOR SPACING SEE ELEVATIONS OR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 14. ON SHEET 1 OF 14 FOR NUMBER OF ANCHORS REFER TO DESIGN FORORS REFER TO DESIGN NUMBER OF ANCHORS 11 MIN. PRESSURES AND ANCHORS DISTRIBUTION CHARTPRESSURES AND ANCHORS DISTRIBUTION CHART ON SHEET 2 OF 14. 1' ON SHEET 2 OF 14. ; ::%: EOG£ EDGE olsT. DISTANCE Sunshine Windows METAL STRUCTURAL MEMBER BY OTHERS. METAL STRUCTURAL MEMBER BY OTHER& mcmuloctu og, Inc. SHALL WITHSTAND ANCHOR SHEAR FORCES. SHALL WITHSTAND ANCHOR SHEAR FORCES. 1746 W.33rd Place MINIMUM TTIICKNESS @ 1/8." MINIMUM THICKNESS - 1/&" Hialeah.Ratite=12 SHALL BE APPROVED BY BUILDING OFFICIAL SHALL BE APPROVED BY BUILDING OFFICIAL 1m: (W5)364-e952 iPRIOR TO DOOR INSTALLATION. PR10R TO DOOR INSTALLATION. Paxt(306)828-6118 P z SIDE LITE HEAD 1 JAMB e z .•.....• r, •• . ...... DOOR FRAME HEAD ATTACHMENT TO 1^ ATTACHMENT TO METAL STRUCTURE •'• • METAL STRUCTURE • . . .. .. ...... SIDELITE SILL • ' ••••• 2" BY WOOD BUOK BY OTHERS. • i i •••••• ••••• METAL STRUCTURAL MEMBER BY OTHERS. ATTACHMENT TO MUST BE PROPERLY SEALED AND ANCHORED SHALL WITHSTAND ANCHOR SHEAR FORCES. • • •• • ••.•:. TO TRANSFER GLAZING SYSTEM LOADS METAL STRUCTURE MINIMUM THICKNESS 9/&" 70 THE STRUCTURE AND • • • •• SHALL BE APPROVED BY BUILDING OFFICIAL. SHALL BE APPROVED BY BUILDING OFFICIAL • • • • •••••• PRIOR TO DOOR INSTALLATION, PRIOR TO DOOR INSTALLATION. •••••• • • ..•••• • 14 SMS THROUGH METAL 14 SMS THROUGH METAL �d OR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 14. OR MAX. ANCHOR SPACING SEE ELEVATIONS FOR NUMBER OF ANCHORS REFER TO DESIGN ON SHEET 1 OF 14. PRESSURES AND ANCHORS DISTRIBUTION CHART FOR NUMBER OF ANCHORS REFER TO DESIGN IN, ON SHEET 2 OF 14. PRESSURES AND ANCHORS DWRiBUTION CHART ON SHEET 2 OF 14. z a DISTANCE EDGE PRODUC►>tG' WIRD 1'IflFI. � 1/4" MAX as cumplylntstiviQ�die Ptacdeta SHIM SPACE uuiwinaCoda run e1® ��, DRAWING No. DOOR FRAME JAMB - FD-12-01 ATTACHMENT TO MIam10 Pradaa METAL STRUCTURE � DA7Es 06-12-13 ATTACHMENT DETAILS f 1IETiNANbEz SCALE:SHEET 9 OF 1 FL.PE f 51393 s}IEeT ,8 OF 18 14 SMS THROUGH METAL. # 14 SMS THROUGH METAL. OR MAX. ANCHOR SPACING SEE ELEVATIONS FOR MAX. ANCHOR SPACING SEE ELEVATIONS M.; ..• • ...........;.` Kira; ;ti. ON SHEET i OF 14. ON SHEET 1 OF 14. ::; ;:� r„?7»:•� FOR NUMBER OF ANCHORS REFER TO DESIGN FOR NUMBER OF ANCHORS REFER TO DESIGN I•met PRESSURES AND ANCHORS DISTRIBUTION CHART O• PRESSURES AND ANCHORS DISTRIBUTION CHART ON SHEET 2 OF 14. ON SHEET 2 OF 14. EDGE EDGE SUnstnne Indows DIS, DISTANCE Manufacturing, Inc. 1743 W.3w Piao9 MIAMI—DADE COUNTY APPROVED MULLION MIAMI—RADE COUNTY APPROVED MULLION Weieah,Florida 91012 r=———————————— (UNDER SEPARATE APPROV (UNDER SEPARATE APPROVAL r —— ————— Ahs (W8)W4-8882 II t, MINIMUM THICKNESS 1/Bs. MMIMUM THICKNESS ®_1/8'� (I II Fo>WS)828—b118 II Ir �I tl IL— ----�I L---- — ---=�1 O A4 SIDE LITE HEAD/JAMB ATTACHMENT TO MULLION O _ *see DOOR FRAME HEAD 'ago W • . 9.06 6.06•• ATTACHMENT TO 6 • MULLION $ .6.6 .. ••669• �i 9 . 6• e • • a y •• •• • 666.99 • OT14ER MIAMI—RADE COUNTY APPROVED MULLIONS MIAMI—DARE COUNTY APPROVED MULLION •••i • 6• NOT COVERED TINDER THIS APPROVAL _ CAN BE USED. (UNDER SEPARATE APPROVAL SIDELITE SILL • • • ..66.6 �"� -- t� MINIMUM THICKAIFS5 0 )/8.° MINIMUM THICKNESS = 1/8. 6 •• ±••6•• i•••6 i I I I ATTACHMENT TO I I l MULLION as:* It II 14 SMS THROUGH METAL. Ta SMS THROUGH METAL. I t I FOON SHEET ETA OF 14 PAGING 5fn ELEVATIONS 01pR MAX, ANCHOR SPACING SEE ELEVATIONS tI I FOR NUMBER OF ANCHORS REFER TO DESIGN ON SHEET 1 OF 14. ——— PRESSURES AND ANCHORS DISTRIBUTION CHART FOR NUMBER OF ANCHORS REFER TO DESIGN I I I ON SHEET 2 OF 14, PRESSURES AND ANCHORS DISTRIBUTION CHART I I I I I ON SHEET 2 OF 14. I I t if t I rJI � II t II DISTANCE I! i EDGE L� i•ttlN. pRoDUCT 12Ei41 WEID S ►i coying *ttha FIwWa } WIdIN; • —xa e �+ DRAWING No. t DOOR FRAME JAMB _��Au FD-12-01 ATTACHMENT TOsy MULLION TtAKe:oi F�Product Contro DATE:06-12-1 3 —�`r� SCALE: , 2"a,b HERNANDEZ Rb139J ATTACHMENT DETAILS �'�° 1M . PE # SHEET 16 OF 18 SL:•«0.00• «.µ:1:.:.w2:t.«::1»•:t' 2:t.: Sunshine Wdows 17 17 18 10 12 Morfutacturkg, Inc. 1748 W. 33rd Phos Hialeah,Flow*33012 12 T12 5 Pik (305),384-9952 FaxK305j828-5118 . 1/4- TEMP. GLASS o 21 V► 3/18' TEMP. MASS FOR DOOR. 1/4' GLASS BITE 1/4- GLASS SITE 1/2- GLASS SITE Z SIDELITE WITH BACK TO BACK FRENCH DOOR _ 0000 • . ease 000000 0000.• GLAZING DETAIL GLAZING DETAIL W� • . • . .. .. 0000.. CVL • w •• • • • • • • 60.6. 8 8 0000 .. 0000. • • . .• . e0...• 0000 17 17 0 00•••0 12 12 0000.. 0000 0000 71/4' TEMP. GLASS t� v 1J4' GLASS SITE 1/4" GLASS SITE N SIDELITE WITHOUT BACK TO BACK O/ GLAZING DETAIL YRoDUC1•RL?NEWED DRAWING No. / as eomtilyiv8.V117}*a 8o:ide FD-07-01 L, pvildingcoft 15-018r 02 A Wap CAM.OATS:O8—t 2 STT FRA MOO HF.RtWOU SCALE: 1 2"•1- GLAZING DETAILS tamlDe eYrodoctcovtro FL PE # 81393 SHEET 17 OF 18 2 10 BY 1" PH. SMSOfb 13 II ii ` I _ 2 10 BY 1 1/2- PH. SMS _— 14 I� v I ,--^ I Sunshine Windows I ———— L rt J Lleonufachuird Inc. 1—�———— � 1745 W. s3.a Pbva {I r=1111 Hiot"k Rai&33012 8 11 Ph: (308)394-9989 1 2 U U 8 5 15zgaeYl° PH. SMS � a DOORFRAME DOOR PANEL SIDELITE ' UPPER CORNER UPPER CORNER UPPER CORNERes O o .0*00. . . .. .. ...... W . . .. .. . ..... 8 11 `n • I, n .. . ....�. II ILJJ it ' " 3 2 I . . . . ...... �� 10 z # 10 BY 1 1/2° PH. sMs 4 ••:• II II 15z0aBY1• PH. SMS � I II 2 # 10 BY 1" PH. SMS 13 z DOOR FRAME DOOR PANEL SIDELITE a BOTTOM CORNER BOTTOM CORNER BOTTOM CORNER PRODUCT RBNM DRAWING No. asp Yingwt1nt1�>�1o�1a. FD-07-01 puaa�+n cAas AceePsa�eePdo 3 DAT£ 08-12-13 CORNERS DETAILS - FMI=HE SCALE: 1 M Dadel'roductC --, fl. PE j 51303 SHEET 18 of 1s W W. JUL 17 ZU14 � W 13Y. C 1 77Y MIAM1.DADE MIAM DADS COUNTY o PRODUCT CONTROL SECTION DEPARTiVIENT OF REGULATORY AND ECONOi1IIC 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) w_rw.miamidade.gov/economy Sunshine Windows Manufacturing,Inc. 1.745 W 33d Place Hialeah,FL 33412 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 b Miami Dade County Product Control g P � Y tY 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 I through 21 of 21, dated 02/11113,prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: Miami-Dade County Product Control Approved", unless other%vvise 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 and consists of this page 1 and evidence page E-1, as well as approval docu ent tioned above. The submitted documentation was reviewed by Manuel Perez,P.E. -7/1 l e 3-r ' 2 M FQAD�CQUNT1i € i ExpiratiNOA No. 11-1216.0on Date: March 28,2018 Approval Date: March 28,2013 .. ... . . . . . .. Page 1 . .. . . . . ... . .. ... .. . . . .. . ••. . ..• . . . . . . . . . . . . Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02/11/13,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 III along with marked-up drawings and installation diagram of aluminum fixed windows mulled together using different saes 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/22/11 and revised on 02/25/13, re ared, signed and seated b Francisco p p g Y Hernandez, P.E. 2. Glazing complies with ASTM E1300-04 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 with the FBC-2010, and of no financial interest, dated February23, 201.3, signed and sealed b Francisco Hernandez P.E. Y 2. Proposal No. 111216.02 issued b Product Control, dated January 31 2012 signed p Y rY � g by Manuel Perez P. E. G. OTHERS 1. None. ,�-•q •i�} r _ yY1 ,.-told Y f�� •,�, TTL ^ '°'."�: Manuel Perez;P5E. Product Control Examer NOA No. i f-1-116.02 Expiration hate: March 28,2018 Approval Date: March 28,2013 E-1 .. ... . . . . . .. . . .. . .. . . . . ... . . . .. 0.0 . . ... . ... . ... . . ... . . . . . . . . . . . . . . . . . . .. . . .. . . . ... . . . . ... . . . . . . . ... . . . . . . . .. .. . . . .. .. ... . . . ... . . 70 0.125" OR 0.290" THICKNESS INDEX OF DRAWINGS GLAZING UNIT SURSW WUIdO ws F G NOTES 2 AND 4 1 OF 22 .- MULLION SECTIONrh GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. O6�amlfacturmg� Inenc. c 2 OF 21 .- MULLION SHAPES, ANCHOR CUPS AND ANCHOR CLIPS LOCATION DETAILS. 1746 a 33rd Plow _ _ ® 3 OF 21 .- TABLE # 1. MULLION 001ON LOADS (MULLION CAPACITY) FOR RECTANGULAR MULLIONS. 11101014 FletWo 33012 4 OF 21 TABLE # 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. Ph: (.348),704-9952 " OR 2' 8 OF 21 .- TABLE 111 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS, Fmt:(308)828-8118 8 OF 21 .- TABLE # 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS FOR ROUND MULLIONS. 7 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK. CCC MULLION =MN LOADS 0AUL ION DAM=10LE f 1 ON SHEET 4 OF 22, 8 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 28Y WOOD SUCK. 9 OF 21 ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 16Y WOOD BUCK AND ON WOODEN STRUCTURE OR 28Y WOOD BUCK. 10 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH IBY WOOD BUCK AND ON WOODEN STRUCTURE OR 26Y WOOD BUCK. 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 16Y WOOD BUCK GLAZING UNIT. SEE NOTES 2 AND 4 �OF GENERAL NOTES AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK FOR 2" X 6 MULLION. 3 1/2"0 OR 4"0 ALUM. TUBE 12 OF 21 ANCHOR CONFIOURATiON TYPE 61 ON CONCRETE OR MASONRY. . ® 0.082" OR 0.125" THICKNESS 13 OF 21 .- ANCHOR CONFIGURATION TYPE 92 AND 83 ON CONCRETE OR MASONRY. 1� \ X VARIES 14 OF 21 .- ANC14OR CONFIGURATION TYPE B3 ON CONCRETE OR MASONRY. z 90' TO 180' 19 OF 21 r ANCHOR CONFIGURATION TYPE Cl ON METALLIC STRUCTURE. C •••• ♦ • •� 16 OF 21 .-- ANCHOR CONFIGURATION TYPE ON METALL� STRUCTURE. p0 • X. •••• •••••• 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. i.2 • • • • 18 OF 21 .- ANCHOR CONFIGURATIONS TYPE 02, 03 AND D4. MULLION TO MULLION CONNECTIONS- 19 :7e• ' ••' • • 19 OF 21 ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE 0112. BR3. CR2 AND CR3. • • • 20 OF 21 .- ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. •••• • • • VERTICAL ROUND TUBE MULLION 21 OF 21 .- ROUND MULLIONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, BR4, CR2, CR3 AND CR4. W •' ••• •• • • • • •• • ••••• Arc u 111 ION ncSinN I GADS (Mtn t ION cAa MY) AND •• • •• • ••:••' • . • • • Ar`^EyR DESIGN tDA.:a LANG"^R CEAMO TASI,V 1 4 ON SHEET 8 O • •• • •••••• • GENERAL NOTES: PROCEDURE FOR MULLION SELECTION •••0:0 • • • 1,- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL. 1.DETERMINE THE DESIGN PRESSURE BY COMPUTING THE WIND • i••• • ' FLORIDA BUILDING CODE. BE NOT LESS THAN 1/8", ALUMINUM SHALL BE 8083-18 AND LOAD IN PSF ACTING ON THE MULLION AS PER 2010 FLORIDA BUILDING CODE. • • STEEL SHALL BE Fy= 36 ksl MIN. 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED 2.USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES 0 1 AND # 4 ON GLAZING UNITS MEETING THE 2010 FLORIDA BUILDING CODE 8.- TUBE MATERIAL SHALL 8E ALUMINUM ALLOY 6063-T6. ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED FASTENER ASND TO MEET THE DESIGN PRESSURE. SPACING.UNIT APPROVAL TO SPECIFY 9.- ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE ENERR 3.- TYPE OF ANCHORS: FOR ATTACHMENT INTO CONCRETE OR Ste- HAVE 11" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS. 3.USE TABLES # 2, f 3 AND # 4 ON SHEETS 4. 5 AND 6 OF 21 TO DETERMINE MASONRY WITH 18Y, 20Y OR WOODEN STRUCTURES USE 1/4" um. 70,- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE TO MEET THE DESIGN LOAD (MULLION CAPACITY). TAPCON BY "RW BUILDER" (NOA Na07-1126.10): FOR ATTACHMENT 0=0.65 OR GREATER DENSITY. TO METAL STRUCTURES, OR METAL TO METAL CONNECTIONS USE ALL ANCHORS INSTALLED IN WOOD SHALL HAVE 1" MINIMUM TO THE 4.HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING 1/4" DIAM. GRADE 8 SHEET METAL SCREWS. EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8" MIN. EMBEDMENT. TABLE VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS NOA 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON 11.- CONCRETE STRENGTH: 1'c=3.200 psi MIN., CMU PER ASTM C90, TO APPLY FOR A PERMIT. TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS iROUT FILMCMU Tm- 2,000 put MIN Dr.�° N� ARE CONSIDERED. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2" MINIMUM Dow 02-11-13 Sr FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES OIST. TO THE STRUCTURAL MEMBERS WITH 1 3/4" MIN. EMBEDMENT. 5oote 1/2" = 1" REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALL FINISHES). Revlelon: 6.- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO 12.- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL RO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR FloridaApproved ldas Qompiyingwlth the Foalda tTnitRn C 4itA9nNG�• SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MATERIALS SHALT. BE PROTECTED IN ACCORDANCE WITH THE SECTION Dat �um opMULLION INSTALLATION. 2003.8.4 OF THE 2010 FLORIDA BUILDING CODE. FRANCISCO HERNANDE72011 l FLORIDA PE 51393 SHEET 1 OF 21 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS "`�`" CROSS SECTIONS CROSS SECTIONS F... r 0.082 0.128 ... 0.128 .126 0.750 1.780 0.125 0.12$ 0 $ ». :•;:::. 4.000 4.000 ii'rrii?;; :•..;.;:::ik"• 0.125 0.125 6'rfi 1i; ?:}'sr'r3W 3.000 3A00 0.084 2.250 0.09 2.250 2.000 2.000 2.250 1» •'. .`•:''' Sunshine (tows 2.000 2400 0.125 9 0.125 0 2 0.125 0.7 mOINIfOctll(M Jl Inc. 8.500 2.000 1745 W. 33r4 Place 0.094 0.125 Hloleah,FbAda 3M12 TT V1 CLIP V2 CLIP 2- X 2- X 1/8-ANGLE CUP 2- X 5" X 1/8" ANGLE CLIP U CUP PM (3051364-8882 3.500 -4.000 1.000 P TIP 0.$00 Fme(3o8)828--5118 ALLOY: 6053-TS ALLOY: 6063-T5 ALLOY: 6063-T5 ALLOY: 6063-T5 ALLOY: 6063-T5 3 1/2" ROUND MULL 4" ROUND MULL 1.000 ALLOY: 8063-TO ALLOY: 6063-T6 1- X 2- X t/5" t- X 2' X 1/8- ANCHOR CLIPS LOCATION DETAILS 1- X 3- X 1/8- 1" X 3" X I/8" A 1" X 4" X 1/8' 1" X 4- X 1/8" C AlLOYs 8069-T8 ALLOY: 8083-T6 --- --' 1 _ 0.125 «.� _ s 6.000 0.125 \ \ a 0.250 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 a •••• s lot 0.2$0 V CLIPS L CUPS V CLIPS L CLIPS •••••• •••••• HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL. POSITION )4 • • • • • ••• • 4043 FILLER ALLOY l 4.000 4.000 ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES • • • COWIN. WELD 9 •. • •• oboe** 1 � •• • • ••• • • W ••••• TOP VIEW • • • • ROUND MULLION ANCHOR SLEEVE 1.000 •• & �••••• ALLOY: 6083-T50 083 75 • I" X 4' X 1/4" 2.000 _-_ ••••• •• •• • ••i••� B 2" X 4" X 1/8' - - • • • • • • •• • •••••• ALLOY: 6063-T8 2' X 6" X 1/8" --- --"' ----- -- --� --"` •• • • ' • • C I ALLOY: 5083-T6 • :•••i•4043 :•••• • • ••• • • FILLER ALLOY : •� COWIN. WELD ( 0.250 DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 •••• lie• 2.000 050 V CUPS L CUPS V CLIPS L CUPS I HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION 0.125 6.000 A SECTION 1-1 -� -`------ ROUND MULLION ANCHOR SLEEVE - ALLOY: 6063-T5 ROUND MULLLION SLEEVES 2.000 orawa Mn-NM MULLION OWNSIONS !late: 02 -13 TYPE A B C 2" X 6" X 1/4" DETAIL 9 DETAIL 10 DETAIL 11 Scales 1/4"' ` 1' U CLIPS U CUPS ROUND MULLION SLEEVE RoWelons 3 1/2'0 5.500" 3.250' 0.125- ALLOY, 6063--T8 HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION Revlelam 4" 8.000" 3867" Q.126" MULLION TO MULLION MULLION TO MULLION ON SUBSTRATES 4pp� ooasp(ylgg WGh the ORA14M0 N0. FI id! Idly MULLION SHAPES ANCHOR CLIPS Nate ,- g-0N-« r ao 1 Mona > . ,;...... NOTES: - FOR ROUND MULLION AND ANCHOR c : FRANCISCO HfRM151393 DESIGN LOADS SEE SHEET 6 OF 21. Mlaml adeProduet no FLORIDA PE 51393 SHEET - FOR CONFIGURATIONS OF ROUND ANCHORS AND ANCHOR CLIPS LOCATION DETAILS r �- .- 2 OF 21 SEE SHEETS 19, 20 AND 21 OF 21. e AfULJ.ION DESIGN LOADS(MLI"ON CAPACITYI FOR RF.CTANG-IJLAR MLILL,IONS, TA RECr G�ULAR GLAZING ` ? ~`''n' PRODUCT uuwoN oES1cN LOAD -PSF uuwDN oEstcN LOAD- PSF 1duwGN oE,SttOt LOAD -PSF Sunshk VmdOWs DWENS10145 MULUON MUwON MUWCN MUwON D1MEN51OIS WLWN u111. m 1dUU.XlN muwoN DIMENSIONS MUUIDN MUwQN MaralfoctaAl Inc. 1'X2• 1'X3' 1'X4" 1'X4- 1"X 4. 2'X4' 2'X6 2'X6' 2'XV 2'XIr G 1745 W. 33rdWoto WIDTH(� SPM X 1/8' X 1/8' X t/8- X 1/4" �� M X 1/4' X i/8' X 1/11' X 1/4' wiaTll (W) �� X 1/6' X 1/4' uuLuoN Pir (p Rodd°33012 tie: (3ob)ss4-11952 27' 128.5 140.0 140.0 140.0 27" 140.0 115.4 140.0 140.0 27' 122.6 140.0 Fasa(305j828-8118 37' 93.78 140.0 140.0 140.0 37" 112.8 84.20 140.0 1 140.0 37' 89.45 140.0 GLAZING 01AZINO 48" 72.25 140.0 140.0 140.0 48- 87.00 84.90 140.0 140.0 48' 88.90 126.6 PRODUCT PRODUCT 60' 57M 119.9 140.0 140.0 80' 89,95 SIM 112.5 140.0 80' 1211 55.15 101.3 66' S: 97M 109.0 140.0 140.0 88• 83.25 47.20 102.3 140.0 86• 50.16 92.10 MULLION SPAN74" 4 `140.0 140.0 74- 58.40 42.10 91.25 140.0 74' 44.70 82.15 TRiDUTARY 4iDTH (w) =W k 80' 43.35 9000 140.0 140.0 80' 52.15 38.90 84.40 140.0 80' 41.35 76.00 2 27' 57.45 140.0 MO 140.0 27" 125.7 77.30 140:0 140.0 27• 111.2 140.0 HKOZONTAL MULLION 37' 41.90 1`13.7 140.0 140.0 37' 91.70 68.40 140.0 140.0 37' 81.15 140.0 48' 32,30 57.65 140.0 140.0 48' 70.70 43.45 172.8 140.0 48' 82.85 114.9 (� •••• • • 80' 91' _ 70.10 112.8 140.0 60' 58.55 34.75 98.00 140.0 8II' 128 5000 9190 _ •••• •••••• • • • 66" - 63.75 102.5 140.0 6G' 51.40 31.60 119.15 140.0 88• 45.45 83$0 REcrm in •• •CAL •••••i egos:* 74' - 58.85 81.45 140.0 74' 45.85 2020. 79.30 140.0 74' 40M 74.50 MULUON •: • 9 • • W •• • • • • �' - 112.80 8460 140.0 80• 4240 - 3 1 S0• 37. • ..•... GLAZNG 1XAZING � •• • a•••• PRODUCT PRODUCT • • 27' - 111.9 140.0 190.0 27' 103.8 54.45 140.0 140.0 2Y 101.3 1 •• • •• • ••••• 37' - 81.85 140.0 140.0 37' 75M 47.00 139.7 1404 3T 73.90 133.8 [�•� •• • •••••• •••••• 48' - 62.95 109.0 140.0 487 58.25 36.25 107.7 140.0 48' 57.00 104.7 I W1 W2 I •• • • •• �• Be - 50M 87.20 140.0 60• 9 48.80 29.00 86.20 140.0 8G• 132' 45.60 83.75 � , • • • 000000 TRIBUTARY WIDTH (W) =-WI+W2 ••••• • • �• _ 45.75 79.25 140.0 88• 42.35 - 7839 140.0 68• 41.50 7815 3 • • •••••• 74" - 40.80 70.70 138.3 74' 37.75 - 69M 12&4 74' 36.90 67AD • 8D' - 37.75 65.40 128.0 W 35.00 - 64.65 118.7 60' 34.20 62.80 VERTI #1ULLION •••• 27' - 87.30 140.0 140.0 27' 86.35 54.30 140.0 140.0 27' 92.70 140.0 NOTES: 37" - 63.70 119.8 140.0 37' 63.00 39.E 123.e 140.0 37' 67.65 124.2 1,- INTERPOLATE FOR INTERMEDIATE VALUES 48• - 49.10 92.40 140.0 48" 48.59 30.50 95.45 140.0 48' 52.15 99.60 OF SPAN AND/OR TRIBUTARY WIDTH TO 60" - 39.30 73.90 140.0 80' 102' 3&65 - 763s 1.70.0 eo. 1 .71.70 r&� DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 66` - 38.70 67.20 131.5 8g' 35.30 - 69.40 127.5 6g• 37.90 69.69 2,- MULLIONS ON THIS CHART MAY BE 74• - 31.85 59.90 117.3 74' 31.50 - 81.90 113.7 74' 33.E 82.to ORIENTED VERTICALLY AND/OR HORIZONTALLY. 110 - x.45 55.40 109.4 bo' x.10 - srss 109.2 6Q' 3125 57.45 3,-- SEE MULLION CROSS SECTIONS ON °ra"�°�"' �M 27• - 51.75 1114 140.0 27- 72.70 46.10 140.0 140.0 27' 85.10 1404 SHEET 2 OF 21. Sea 2-ii-13 _ sib: n11s 37' - 37.75 81.00 140.0 37' 83.00 36.65 110.4 14M 37' 62.10 114.1 cn: 48• - 29.10 62.40 122.1 48' 40.90 - 85.10 140.0 48' 47AS 87.90 wa Revlslonc 108' 144' MPprovez!ue e°mptytaag wlth t►1e '- ORAWiNO PTO. 75 _ 49.90 97.70 80• 32.70 - 88.f0 125.1 �• 38.30 70M F1ori e1�llnIc �, Duty 5, gym,, ��-e5 M2011 • 45.40 85.&5 _ NI)A0 FRANCISCO HERNANDEZ 138 - - 88' 29.75 8190 113.7 ' MIAMI Da duet onim FLORIDA PE # 51393 SHEET I 74' - - 40.50 79.25 74' - - 55.20 101.4 74' 31.00 57.00 R �• - _ 37.45 7330 _ - 5170Dy �p 7J OF 21 80' 51.00 9380 8Q' 2&70 FOR ANCHOR CLIPSr-'jar: ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS SEE DETAILS I AND 2 r" mrti ON FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE SHEET 2 OF zt ' TABLE#2 (RECTANGULAR MULLIONS) FOR ANCHOR cups Mµ SEE Dr=fA9S 1 AND 2 HORIZONTAL ANCHOR DESA LOAD - PSF CONFIGURATIONS LOCATED ON ON SHEET 2 OF 21 MULLIONUlAR PRODUCT DUCT SunShim Won: MULLION r /--% '�Iu iNMENSIONS ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C ANCHOR TYPE D Al SHEETS 7 AND 8 OF 21 FOR ANCHOR CLIPSManufacturing, IM, SEE DETAILS 1745 W. 33rd Place CONFkvR AGNS COHHfBiRAT10HS CWOVRATKNLS COKF1GURATIONS A2 SHEET 9 OF 21 5,6, 71 8, 9 AND 10 l0%d%FIMMO 33012 Tr1DIH �' ON SHEET 2 OF 21 Ph: (305)384-9952 02 04 A3 SHEETS 40 AND 11 OF 21 27' 129.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140A 140.0 VERTICAL Fax:(305)82"118 81 SW 12 OF 21 RECTANGULAR 37' 94.80 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 82 SHEET 13 OF 21 FOR ANCHOR CUPS MULLION 49• 73.10 140.0 140.0 118.1 140.0 140.0 113.2 140.0 140.0 113.2 140.0 140.0GLAZING 'LAZING 83 SHEET 13 AND 14 OF 21 SEE AIS PRODUCT PRODUCT 60' 58.43 118.9 140.0 94.50 140.0 140.0 90.58 140.0 140.0 90.55 135.8 140.0 ClAND 4 SHEET 18 OF 21 ON ISHEET 2 OF 21 69' 53.15 106.3 140.0 85.90 140.0 140.0 82.35 140.0 140.0 82.35 123.5 140.0 C2 SHEET 16 OF 21 74' 47.40 94110TIM 76.60 140.0 140.0 73.45 140.0 140.0 73.48 110.1 140.0 C3 SHEET 17 OF 2t ( MULLION SPAN 80' 43.85 87.70 131.11 7088 140.0 f40A 67.90 1358 140.0 87 95 1019 135.8 02 SHEET 18 OF 21 1 27' 99.35 140.0 140A 140.0 140.0 140.0 153.9 140.0 140.0 440.0 140.0 140.0O3 SHEET 18 OF 21 TWOUTARY WIDTH (W) a W1 2 W2 37 72.50 140.0 140.0 117.2 140.0 140.0 112.3 140.0 140.0 1123 140.0 140.0 n4 Sw 18 OF 21 4 5i' 111.8 140.0 90.35 140.0 140.0 86.55 140.0 140.0 86.55 129.8 140.0 8• 55.90 HORIZONTAL MUON Z or 44.70 89.45 134.1 72.25 140.0 140.0 69.20 136.5 140.0 69.25 tO3.9 138.5 FOR ANCHOR CUPS • • 89• 40.85 81.30 121.9 85.70 131.4 140.0 82.95 125.9 140.0 62.95 94AS 125.9 DESCRIPTION OF SEE DEMILS • • •••• •••••• • 3 AND 4 • • e•• • • 74' 36.25 72.50 108.7 58.E 117.2 140.0 59.15 112.3 140.0 56.15 84.25 112.3 ANCHORS PER TYPE ON SHEET 2 OF 21 VERTICAL •: • �•i ••••i• 80• 33.50 87.05 100.6 54.20 108.4 140.0 51.95 103.9 140.0 51.95 77SO 103.9 RECTANO, E •• • • • • ANCHOR DESCIPT10N OF ATTACHMENT MULLION vaS 600 • • •••• f40.0 135.3 1 140.0 135.3 140.0 140.0 TYPE 27' 87.35 140.0 140.0 140.0 140.0 40.0 z � • •••••• 37' 63.75 127.5 140.0 103.0 140.0 440.0 98.75 140.0 140.0 98.75 140.0 140.0 A TROUGH 1'BY WOOD BUCK NO CONCRETE, FOR ANS CUPS GLAZING GLAZING •• • ••••• MASONR.OR WOOD SMTRATE. SEE DETAILS PRODUCT PRODUCT •• • •• • ••i••• 48° 49.15 98.30 140.0 79.48 140.0 140.0 76.10 140.0 140.0 78.10 114.2 140.0 3 AND 4 ON • • • • • • 6 CONCRETE SUBSTRATEON wINTO 39.30 78.65 117.9 83.55 127.1 140.0 6080 121.8 140.0 60.90 91.35 121.8 H 2 OF 1 •• • ••,• •••. • 35.78 71.50 107.2 57.75 11&5 140.0 55.35 110.7 140.0 55.35 83.00 110.7 C INTO W&SUBSTRATE 0 9110>JETAL SUBSTPATE WUGH TO 1iU1134N} • • • •••••• 74' 02 31.83 63.75 9565 51.30 103.0 139.1 49.35 98.75 140.0 49.35 74.05 9&76 1 • • • • •••••e 89' 29.43 58.95 88.45 47.85 t 98.30 128.7 45.65 91.37 137.0 45.85 68.8 91-35 TROUTARY WIDTH(W) =W1 + ql2 • • 6046 • • 2T 80.45 140.0 140.0 130.0 140.0 140.0 124.8 140.0 140.0 124.6 140.0 140.0 NOTES: 2 •••• 37' 59.70 117.4 140.0 94.85 140.0 140.0 99.90 140.0 140A 90.90 140.0 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES VERTICALMULLION 48• 45.25 90.50 135.7 73.10 140.0 140.0 70.10 140.0 1404 70.10 140.0 140A OF SPAN AND/OR TRIBUTARY WIDTH TO 89• �� 36.20 7240 108.8 58.50 117.0 140.0 59.05 112.1 140.0 55.05 112.1 140.0 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). w 32.90 65.80 98.70 53.10 108.3 140.0 50.95 101.9 140.0 50.95 101.9 140.0 2.- MULLIONS ON THIS CHART MAY BE 74' 29.35 58.70 88.05 47.40 94.85 126.1 45.45 90.90 136.4 45.45 9080 136.4 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 8O` 27.15 54.30 81.45 43.85 87.75 118.4 42.05 84.10 f28.1 42.05 84.10 12&1 27' 67.55 135.1 140.0 t09.2 140.0 140.0 MCI) 140.0 140.0 104.8 140.0 140.0 3.^ SEE MULLION CROSS SECTIONS ON 37' 49.30 96.60 140.0 79.70 14o.0 140.0 76.35 140.0 140.0 78.35 414.5 140.0 SHEET 2 OF 21. D..1aR NM 46' 75' 3840 784D 114.0 61.40 122A 140.0 56.85 117.7 140.0 58.85 88.30 117.7 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS �°r,2 rTrs-13 e0' 30.40 60.80 91.20 49.10 9.30 1327 47.10 94.20 140.0 47.10 70.65 94.21 DETAILS ON SHEET 2 OF 21. RavTeloa: 66' 27.80 1 55.25 6285 44.85 89.35 120.6 4280 85.80 12&4 4220 84.20 85.60 \, Rerlslmo 74' 24.01 49.30 73.95 39.83 1 79.70 107.6 38.15 76.35 114.5 38.16 57.26 76.35 Approved as ea4 pWng%vttb 69'r ORAYANO N0. Ffortda a1d1a0 c, 80• 2280 48.E 66.40 38.85 73.70 1Q.80 35.30 70.E 105.9 35.30 5250 x.65 Dal! a 44 Vii. M2011 Non � FRANCISCO HERNANDEZ Minims[DadePra1a41.Confiv)I FLORIDA PE # 51393 SHEET �' ' 4 OF 21 FOR MOM CUPS ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS SEE oErAIls '' '''''" i AND 2 ON FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON SHEET 2 OF 21 ...., t:':U: :;Ch's•. TABLE#3 (RECTANGULAR MULLIONS SEE DEIAIIS 1 AND 2 HOfOZONTAL ANCHOR DESIGN LOAD - FSF ANCHOR DESIGN LOAD - PSF CONFIGURATIONS LOCATED ON oN SHEET 2 OF 21 RECrANQUTAR OWING Sunshine Windows 01110 s"s AWN ME A ANCHOR TYPE 8 ANG N TYPE C 1t01131Sm ANCdIOR T1PF A MOO OR TYPE 8 AIQM TYPE C Al SHEETS 7 AND 8 OF 21 FOR ANCHOR CLIPS MULLION iliOnlf�OChl(tn J� Inc. win m SPMI COMI 1itONS CMMGI984T[OFtS C KnWRAI�!S E07H(N) SPAN �M CONFIC11114W S t3tN1VMT A2 SHEET 9 OF 21 SEE 9- A 1745 W. 33rd Ptooa 6, 8, 7,8, 9,AND 110 Htateoh,Fiorido 33012 A3 SHEETS 10 AND 11 OF 21 ON SHEET 2 OF 21 pia (30)364- 952 27' 120.5 140.0 140.0 140.0 140.0 140.0 27' 84.45 126.7 136.5 140.0 130.8 140.E 61 SET 12 OF 21 FCA Fox(305)526-et18 R 88.00 13ZI 140.0 140.0 136.4 140.0 37' 81.65 SZ45 99.60 134.5 95.45 140.0 B2 SHEET 13 OF 21 Or 67.80 101.8 109.7 140.0 105.1 140.0 48' 47.50 71.20 76.60 103.6 73.60 110.4 FOR ANCFlOR CUPSGRAZING84 120• 63 SHM 13 AND 14 OF 21 SM DETAILS PRODUCT W' 54.30 81.45 87.75 118.4 84.10 1261 W 38.00 5700 61.40 82.90 58.85 8830 C1SHEET 15 OF 21 3 AND 4 88' 49.35 74.05 79.75 107.7 78.45 114.7 88' 34.611 61.80 65.85 75.40 53.50 80.25 ON SHEET 2 OF 21 C2 SHEET 18 OF 21 74' 44.00 86.0.5 71.15 96.05 88.20 102.3 74' 30.80 46.20 49.80 67.25 47.70 71.01 03 SHED 17 OF 21 74' 40.70 81.10 65.80 88.85 63.05 94.60 74• 28.80 42.75 4&00 62.20 44.15 6&20 r MULLION SPAN 02 SHEET 18�21 27' 112.6 140.0 140,0 140.0 140.0 140.0 27' 80.45 120.8 130.0 140.0 124.8 140.0 D3 SHEET 18 OF 21 TRIBUTARY WIDTH (W) -1y.L•�1d(2 37' 82.15 123.3 132.8 140.0 127.3 140.0 V 88.70 88.00 94.85 1128.1 90.90 136.4 D4 SHEEr 18 GT 21 2 04 48' 63.35 95.00 1024 1382 98.10 140.0 48' 45.25 67.85 73.10 1)8.70 70.10 105.1 HDRIZONTAL MULLI(JN O 60' 50.65 76.00 81.90 110.5 78.50 117.7 80 128 36.20 54.30 58.50 79.00 56.00 84.11 FOR ANCHOR CUPS 1•( • • •••••• •••••• 68' 46.00 60.10 74.45 100.5 71.35 107.0 88' 32.90 49.35 53.15 71.00 50.95 78.45 DESCRIPTION OF SEE DETAILS a • • ••• • •• 3 AND 4 74' 41.00 81.85 6%40 89.65 65M 98.45 74' 29.35 44.00 47.40 64.00 45.45 68.20 ANCHORS PER TYPE ON SHEET 2 OF 21 • • ••0 :0000:•••i• 74' 38.00 57.00 61.44 82.00 58.85 88.30 74- 27.16 40.70 43.85 59.20 42.00 6&00 Ka' 0• • • • • ANCHOR DESCIPTION OF ATTACHMENT WWLLUOONN' $1 •• • • 0••••0 27° 105.8 140.0 140.0 140.0 1400 140.0 27' 7&SD 116 2 124.1 140.0 t 18 9 140.0 TYPE • •••••• 37' 77.05 f 18.5 124.5 140.0 119.3 140.0 3Y $6.00 84.00 80.55 122.2 88.80 131x2 A TR9lktfF 1'611 00040 INTO GXiHCtf£TE, FOR ANCHOR CUPS •• • 0000• 48' 59.40 89.10 96.00 129.6 92.00 0114 48` 132' 43.20 64.80 69.85 94.25 66.90 100 3 6 INTO G,0NCRE1f SUBSTRATE UASONRr OR WOOD SASIRAE. SEE DETAILS GFRQDUCT PRLAZKG �ODIU�CT •• • •• • 66:000 3 AtHO 4 ' ' • • • • •• • 00.000 80' � 47.80 71.25 76.80 103.8 73.80 110.4 W" 34.55 51.80 55.85 75.40 53.50 80.25 •• • • 00 88' 43.20 8480 6980 8425 8880 tQ03 68' 31.40 47.10 50.75 6855 4885 73.00 C tN10 PETAL SUtaSiRAT£ • • • 0000•• 000000 74' 3850 57.75 8225 8405 5985 8880 74' 28.00 4200 45.25 81.10 4340 85.14 Wt 002 • • • 0 • 0000•• 74' 35.00 53.45 57.60 77.75 55.20 82.80 74' 25.90 38.85 41.85 59.65 40.15 60.20 • • •••• • • TRIBUTARY WIDTH (� ® t + 002 r3r 89.35 140.0 140.0 140.0 14&0 140.0 27' 73.45 110.1 118.7 140.0 113.7 140.0 NOTES: 2 00:0 72M 108.7 117.2 140A 112.3 140.0 37' 53.60 80.40 88.60 1116.9 8300 124.5 1,- INTERPOLATE FOR INTERMEDIATE VALUES VERIICIU. MULLION MOO 83.85 90.35 121.9 86.55 129.8 48' 41.30 61.95 66.75 90.10 64.00 98.00 OF SPAN AND/OR TRIBUTARY WIDTH TO 102 44.70 67.05 72.25 97.55 69.25 103.9 BO' 1380 33.05 49.55 53.40 72.10 51.20 78.84 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 40.65 60.95 65.70 88.70 62.95 94.45 65' 30.00 4&00 46.55 8&55 48.55 69.60 2.- MULLIONS ON THIS CHART MAY BE 74' 36.26 54.35 58.60 70.10 5&15 $4.25 74' 26.00 40.20 43.30 58.45 41.50 62.25 ORIENTED VERTICALLY AND/OR HORIZONTALLY, 74' 33.50 50.30 54.20 73.15 511.95 77.90 74• 24.75 37.15 40.00 54.00 38.40 57.80 27- 93.65 140.0 160.0 140.E 143.3 t40.O 2Y 70.40 105.6 113.7 153.6 100.0 14&0 S- SEE MULLION CROSS SECTIONS ON 37' 68.45 102.7 111&7 140.0 106.0 140.0 37' 51.35 77.05 83.00 112.0 79.55 119.3 SHEET 2 OF 21. oma„ NM 48- 5200 79x4 8530 it52 at76 t22.s 48 39.60 69.40 6440 86.40 61.30 9200 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS Dole: 2-11-13 DETAILS ON SHEET 2 01+ 21. RC1« NTS 80' 100• 4220 63.35 8628 9215 85.42 98,10 80' 144' 3165 47.5E 51.20 68.10 4900 73.80 l - Rsvloloni 88' 38.4E 57.60 62.05 83.75 59.45 89.20 88' 28.811 43.20 48.55 82.60 44.60 66.90 `• ttonz 74' 34.20 81.35 55.35 74.70 WAS 78.55 74- 26.65 38.50 41.60 56.00 39.75 59.65 4ppmedascooptylagwith th8 DRANttNO ' Htorlda uldi: C ''��•T3 74' 51.65 47.50 stay 69.10 49.05 73.60 74' 23.76 3589 3840 6180 368 55.20 f?utc �' �' '; FRANCISCO HERNANDEZ M2011 MOAN FLORIDA PE # 51393 SHEET Dlfawi Deck Ih•duet ro 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 ANCHOR DETAILS N . xf CROSS REFERENCE TABLE FOR ANCHOR CUPS Sunshine~Windows DIMENSIONS MUWON MAN ANCHOR TYPE B ANCHOR ME C (ROUND MULLIONS) 1011 SEE EET�2 of 0.1 MQnufQCturing, Inc. • CONRGURATI411S CONFlGMIONS 1V101T1 (VT) SPAN X 0.08'1• X 0.125" 8112 BR3 8114 CR2 CR3 CR4 LUNO E Mole^-VERTICAL MS 'Florida 37012 CONFlTr'iJRAl10NS TOP VIEW SECTION LOCATED ON LOCATED ON MULLION 81 Btn (305)364-9962 27- 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1)4 SHEET 19 OF 21 SHM 21 OF 21 Fm(305)628-5118 37• 116.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0QONG GwNC 83 SHUT t9 OF 21 SHEET 21 OF 21 FOR ANCHOR CUPS PRODUCT PRODUCT � 48" 39- 90.10 140.0 118.1 140.0 113.2 113.2 140.0 140.0 gaq SHEET 20 OF 21 SLEET 21 OF 21 SEE DETAIL 11 ON SHEET 2 OF 21 80' 72.10 140.0 94.50 127.6 WAS 90.55 135.8 14x0 qRZ SRIXT 10 OF 21 SHEET 21 OF 21 66, 65.55 129.0 85.90 116.0 82.35 82.35 123.5 140.0 00 SW t9 OF 21 SHEET 21 OF 21 V11 � 74" 58.45 115.0 76.60 103.4 73.45 73.45 110.1 1404 CR4 S11O 20 OF 2t SHMT 21 OF 2t TRIBUTARY 1410114 0) = W1 iN2 80" 54.00 108.4 7085 9570 67.90 67.95 101.22 1358 2 27" 03.70 140.0 140.0 140.0 1404 140.0 140.0 140.0 37" 68.35 134.5 117.2 140.0 112.3 112.3 140.0 1404 DESCRIPTION OF RTt r11 n rON a 48" 51" 52.7o 103'7 90.35 121.9 66.55 86.55 129.8 1404 ANCHORS PER TYPE z 6Q• 42.15 82.90 72.25 97.55 69.25 69.25 103.9 136.5 (ROUND MULLIONS) a .... 66- 38,30 15.40 $5,70 88.70 62.95 62.95 94.45 USA a •••••• •••••• 74" -- 87.25 58.60 1 79.10 58.15 1 56.15 84.25 112:3 1 ANCHOR TYPE DEMPTION OF ATTACHMENT y^J' •• i •••• 00 • 62.20 54.20 7315 WAS 51.95 77.90 103A 8 111110 04N12tm SUBSTRATE ��++11 •� • •• •••••• SO - •• • • • • SUBSTRATE 2Y 72.40 1404 140.0 140.0 135.3 140.0 140.0 14x0 O INTO S W •• • • •••• • *Osseo 37" 52.85 104.0 103.0 139.1 98.75 1404 t40.Q 140.0 NOTESt •• • ••••• • • e• a •• • sees** 48" Sr 40.75 80.15 75.45 1072 16.10 140.4 114.2 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES e • 60• 32.60 84.15 63.55 85AO 00.90 121.8 91.35 1 121.8 OF SPAN AND/4R TRIBUTARY WIDTH TOs e . • s• 56• _ 58.30 57.75 78.00 i 110.7 83.00 110.7 DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). e • 74' - 52.00 51.50 69.55 4#.35 98.75 74.05 96.15 2,- SEE DETAILS OF ROUND MULLIONS ON e • e w - 413.10 47.65 64.35 45.65 91.35 68.50 01.35 SHEETS 19, 20 AND 21 OF 21. •••• • 27- 61.25 120.6 t30.o 140.0 124.6 1404 140.0 140.0 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 37• 44.70 88.13 94.85 128.1 90.90 140.0 136.4 1 140.0 45• 34.45 67.90 73.10 98.70 70.10 140.0 105.1 140.0 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. w 6Y 54.35 55.51) 78.95 5805 112.1 64.10 112.1 5.-- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND 88' - 49.40 53.15 71.80 50.95 101.0 7845 101.9 LOCATIONS ON SHEET 2 OF 21. 74" - 44.00 47.40 64.00 45.45 90.90 68.20 80.90 W. - 40.76 43.85 59.25 42.05 84.10 WAS 84.10 Drawn by:--NM 27" 38.31 81.65 109.2 140.0 104.8 140.0 140.0 140.0 Dater 2-11-13 Sade: NTS 79.70 107.6 76.35 1404 114.5 140.0 Revlelon: 37' - 39.55 s`48- - 4590 81.00 82.9Q 5885 117.7 8830 417.775 4pps�aveat escotpp>y!•gwtt6tt8+60" - 36.70 49.15 6835 47.10 94.20 7045 9421 Florid idl. Capt � 4y&j ORAIM NO. 86' - 33.40 44.85 80.30 42.80 85.E 64.20 85.80 NO %a � FRANCISCO NERNANDEZ1.5 M2011 M19tsmt nae Praduel tri FLORIDA PE # 51393 SHEEP 74" - - 39.85 53.50 38.15 78.35 5725 76.35 t �` BY-4 �a 36.811 49.75 70.55 52.60 70.85 , 80' - - 35.306 OF 21 ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END Q 2 "'•"""•'•�" WITH VI MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY ` 'W B CLALUM. Vi MULLION CUR 2" OR 3' ALUMINUM V1 MULLION 1 5/8° INT. LENGTH FOR Sur"Wrt6 ffindowS 1" In X 2s X 1/8' MULLION. manufoctuing, mc. ALUM. V1 _ _ 2 5/8' INT LENGTH FOR H16190%w 310°6 MULLION CLIP r X 3' X 1/8' MULUON. ' I I 1" BY WOOD BUCKS BY OTHERS Ph:(303)384-9082 SHALL BE PROPERLY ANCHORED Fax:('3o8)828-81ta n ITO TRANSFER LOADS TO THE STRUCTURE AND IF------11 A ----- ALUM. TUBE MULLION n SHALL BE APPROVED BY MDING OFFICIAL ------'il 1' BY WOOD BUCKS BY OTHERS (I II PRIOR TO MULLION INSTALLATION SHALL BE PROPERLY ANCHORED IALUX.2TUBE1/MUWON () TO TRANSFER LOADS TO THE STRUCTURE AND 1 2' MAX. SHALL BE APPROVED BY BUILDING OFFICIAL 1' X 3' X 1/80 - - PRIOR TO MULLION INSTALIANON II H � ° a a p a a d II TOP VIEW v' a I#0.----1/4 ITW BUILDER TAPCON , . A f/4a1TW BUILDEX TAPGON THROUGH In BY WOOD BUCK THROUGH 1" BY WOOD BUCK Z 3° CONCRETE/MASOEMNBF�DMENT INTO 2 1/2- Mk C C47MI/�BNRY ENT INTO a 0 0 0 0 • NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR MIN. (1) PER LEG (1) PER LEG 0000 0000.• MULLIONS 1° X 2 X 1/8' AND in X 3" X 1/8". SIDE VIEW A SIDE VIEW 8 ... . . FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. • • • .. . .. 0000.. 0000.. •• • • • • ANCHOR CONFIGURATION TYPE Al 2" OR 30 2- X 4- X i/$a ALUM. ANGLE 0000.. FOR 1" X 2° OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END C 2 /80 5/8a 1"5/8"p w. LENGTH FOR " • ••;••• WITH 2" X 2' X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY f X 2 X 1/8' MULLION. ;• *••w•o 00000 2 5/8" INT LENGTH FOR . .. . ...... 1' X 3' X 1/80 MULLION. •• . .• B 1' 2" X 2" X 1/80 . 0000:. #14 S.M.S.— CL ALUM. ANGLE I11 ____ •••••• (2) 1' BY WOOD BUCKS BY OTHERS #14 S.M.S. a (a) N 10 BY WOOD BUCKS BY OTHERS i 0 :609 0 00090 '•• 2' X 2° X 1/80 I I SHALL BE PROPERLY ANCHORED (2) EA. ANGLE 11 ` N CL BE PROPERLY ANCHOREO .•:. ALUM. ANGLE - ; - ALUM TUBE MULLION I I TO TRANSFER LOADS TO THE STRUCTURE II II TO TRANSFER LOADS TO THE STRUCTURE AND AND SHALL BE APPROVED BY BUILDING 1/2 MAX. SHALL BE APPROVED BY BUILDING OFFICIAL 14 S.MS. OFFICIAL PRIOR TO MULLION INSTALLATION PRIOR TO MULLION INSTALLATION A (2)'& ANGLE I I 11 II y � a � IIS'• d ° b l l f 4' I1W BUILDEX TAPCON ALUM. TUBE MULLION / 1" X 2" X I/8' !I II THROUGH 1' BY WOOD BUCK 1" X 3" X 1/8' E.D. 1 3/4" MIN. EMBEDMENT INTO IS ' ° 2 1/2 MIN. CONCRETE/MASONRY �„ q� NM ° U IUI-----1/4° ITW BUILDEX TAPCON (1) PER ANGLE oats: 02-11-13 i. THROUGH I' BY WOOD BUCK SIDE VIEW B Uwe: 3 . ° t• TOP VIEW 3a i 3/4° MIN. EMBEDMENT INTO R°w°t°": CONCRETE/MASONRY f Revision: MIN (1) PER ANGLE 4ppe.rreilesa0mp4198VdthtIm oRnwuto No. r�ori�w uttrin c �'- Z.zo-fa 11 M201 1 SIDE VIEW A Uato FRANCISCO HERNANDEZ NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR non9 out FLORIDA PE 5t393 MULLIONS 1' X 2" X 1/8"AND 1" X 3" X 1/8'. Alam( sdeP SHEET FOR ANCHOR DESIGN LOADS SEE TABLE I) 2 ON SHEET 4 OF 21. �.' ` 7 OF 21 �` ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 r::•:v: —«irvi:�: WITH V1 MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE ALUMINUM VI MULLION CUP FCL " ALUM. Vi MULLION CUP 2" OR 3" 1°5/8" INT. LENGTH FOR Sunshine Windows 1 1 X 2" X 1/8 MULLION. Manuf0cluri% Inc. ALUM. VI { 2 5/8" INT. LENGTH FOR 1745 W.33M Place MULLION CUP _ i 1' X 3" X 1/8° MULLION. 30)3862 I f 2 BY WOOD BUCK OR WOODEN STRUCTURE I I Fox:(�b�2s-871s — I 1 SHALL BEE�PERLY ANCHORED p" " ----.� 2" BY WOOD BUCK OR WOODEN STRUCTURE A ————— ALUM. TUBE MULUON TO WITHSTAND LOADS IMPOSED BY GLAZING li"" 11 II PRODUCTS TO THE STRUCTURE AND 0 N SHALL BE PROPERLY ANCHORED I II SHALL BE APPROVED BY BUILDING OFFICIAL. ii h TO WITHSTAND LOADS IMPOSED BY GLAZING ALUM. TUBE MULLION I PRIOR TO MULLION INSTALLATION TURE AND 1' x 2' x 1/8' _ l _ II fl 1 2" MAX. SHHAALL BE APPDUCTS TO ROVEED BAY BUILDING OFFICIAL 1" x 3' x 1/8' If II tI PF40R TO MULLION INSTALLATION �y I f I I/4" ITW BUILDER TAPCON 1/4" tIW BUILDER TAPCON TOP VIEW v 1 3/8" MIN. EMBEDMENT INTO WOOD U 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER LEG (1) PER LEG z E.D. � 3" 1" MIN. a 0000 MIN. • • NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR •••• •••••• MULLIONS 1" X 2" X 1/8' AND 1" X 3" X 1/8'. SIDE VIEW A SIDE VIEW B •°0 •0 FOR ANCHOR DESIGN LOADS SEE TABLE 2 ON SHEET 4 OF 21. . . . 90 009000 . . • . . 0 ANCHOR CONFIGURATION TYPE Al 2" OR 3" 2" X 40 X 1/8" ALUM. ANGLE •••••0 0000.. FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 /8" 5/8" 1 5/8" WT. LENGTH FOR ' • ' ••o••- " " f" X 2" X 1/8" MULLION. • • • .. . 90.00 WITH 2 X 2 1/8- ANGLES SUBSTRATE: 2 BY WOOD BUCK OR WOODEN STRUCTURE 2 5/8" INT. LENGTH FOR 9 . • ..•. 000000 7` 1" X 3" X 1/8" MULLION. . . . .' B . . 0 0000.. #14 S.M.S. 2" X 2" X 1/8" 1 ———— 1 2' BY WOOD BUCK OR WOODEN STRUCTURE •0 0 0 0" (2) iJti. ANGLE C--1 ALUM. ANGLE #14 S.M.S. © I BY OTHERS. 0 •a 0 0 0••••0 2' X 2" X 11r _�_ (2) EOL ANGLE I °.`�� I SHALL BE PROPERLY ANCHORED Soso ALUM. ANGLE 2 BY WOOD BUCK OR WOODEN I p TO WITHSTAND LOADS IMPOSED BY GLAZING I STRUCTURE BY OTHERS. 1 2" MAX. PRODUCTS TO THE STRUCTURE AND SHALL BE PROPERLY ANCHORED SHALL BE APPROVED BY BUILDING OFFICIAL ALUM. TUBE MULLION + TO WITHSTANO LOADS IMPOSED BY it PRIOR TO MULLION INSTALLATION. ` A 14 S.M.S. �R GLAZING PRRO�UCTS TO THE STRUCTURE AND (2) ANGLE �Ic II SHALL BE ROVED BY BUILDING t/4" ITW BUILDEX TAPCON OFFICIAL PF40R TO MULLION 1 3/8" MIN. EMBEDMENT INTO WOOD ALUM. TUBE MULLION )f tl INSTALLATION (1) PER ANILE 1' x 2" x 1/8" 1" x Y x 1/8" - _ II II t" MIN. On.by NM II ( 1/4" ITW BUTLOEX TAPCON ooze: q2-1 t-13 U U 1 3/8' MIN. EMBEDMENT INTO WOOD SIDE VIEW B scalm ale"= 1" TOP VIEW (1) PER ANGIE Revtatons—� � Rerletom 30 4pprovsdasoomptylq%vilhiBt' D>tA159Nb NO.MIN. nDrkla�:ddin C r Hato t M2011 SIDE VIEW A NOA�a � FRANCISCO HERNANDEZ n9l4ml[�ad�'o"pr `ont nitd FLORIDA PE 51393 SHEEP NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR If MULLIONS 1" X 2" X 1/8' AND i" X 3" X 1/8". $y ;`,'Jr. x!^ 1, FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. 8 OF 21 ANCHOR CONFIGURATION TYPE A2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END a 4 "":' =.......... B WITH 2" X 5' X 1/8' ALUM. ANGLES SUBp ° SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY ' r 2' X 5' X 1/8' 35/8 INT. LENGTH FOR ANGLE ALUM. ANGLEr,...r ::•r•",; 4" X 1" X 1/8" MULLION I" OR 2" 5/8" 5/8 3 3j8° INT. :: LENGTH FOR ALUM, TUBE MUWON -– 2° X 5" X 1/8" 4` X V X 1/4' MULLION Sunshine Windows I" x 4" x 1/8m ALUM. ANGLE #14 S.M.S. " Manufastwa Tac. ALUM. TUBE MULLION 3 5/8 INT. LENGTH FOR 9, 1" x e x 1/8' ---�– n . a 2 FA. ANGLE -----_ a s a 1745 W. 33rd Waco 1 x 4 x 1/8 ( � 4 X 2 X 1/8 MULLION laakeh,Flortdo 33012 2 x 4 x 1 8 iv 1' x 4' x 1/4' X14 S.M.S. .� Ph: (30364-9882 ` A o 2" x 4" x 1/8" 1 (2) EA. ANGLE 1/2" MAX. = 1" BY WOOD BUCKS BY TONERS Fox:(3"26-8118 --- - MUST BE PROPERLY ANCHORED P u u u r– u – Il TO TRANSFER LOADS TO THE STRUCTURE o s a 'SHALL BE APPROVED BY BUILDING OFFICIAL °11• u II ° e° I •' v a u.• v � . PPRIOR TO MULLION INSTALLATION � ° 1'r BY WOOD BUCKS BY OTHERS. �1/4° ITW BUILDEX TAPCON -1-2 1/2` MIN. 1 ` SHALL BE PROPERLY ANCHORED} THROUGH 1" 2 BY WOOD BUCK —Ile fiW BUILOEX TAPCON N --- TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4 MIN. EMBEDMENT INTO THROUGH V BY WOOD BUCK r SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY 1 3/4" MIN. EMBEDMENT ANTO PRIOR TO MULLION INSTALLATION (2) PER ANGLE CONCRETE/MASONRY 1/2" (2) PER ANGLE z SIDE VIEW A SIDE VIEW B TOP VIEW Q • NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN R5 YAUD FOR .••. ....�. MULLIONS i" X 4" X 1/8°, i° X 4° X 1j4°AND 2° X 4' X 1/8'. . • 0 09 FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND 0 3 ON SHEETS 4 AND 5 OF 21. "'••; ••••� • ANCHOR CONFIGURATION TYPE A2 ' r FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 40 2" X 5" X 1/8' ALUM. ANGLE E".1 " ' ••••• B WITH 2" X 5" X 1/8- ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE / 3 5J8' INT, LENGTH FOR •• • •• • *see* / 5/8 5 8 4 X 1 X 1/8' MULLION •• •••'•' •••••. Z° X5° X 1/8" _ p ALUM. ANGLE - - 3 3/8' INT. LENGTH FOR •• • • •' #14 S.M.S. 4' X 11' X Ile MUL UON ••.•o o n a (2) FA ANGLE _-- a •••••• 1 OR 2 – 3 5/8 INT. LENGTH FOR ALUM. TUBE MIAItON 2' X 5" X 1 8' –� a a a • &**a s* 1 x 4 x 1/8' -;`— / 1 4 X 2 X 1 j8 MUWON • •.•• • ALUM. ANGLE 2` x 4" x 1/8" --- I" x 4"" x 1/8 LOON 1/20 MAX BY WOOD BUCK OR WOODEN STRUCTURE ••:• X14 S M.S. u 1 BY OTHERS. A " 2" X 4" x 1/8" i i (2) E• ANGLE — MUST BE PROPERLY ANCHORED ■ TO WRTHSTAND LOADS IMPOSED BY GLAZING if E.D. PRODUCTS TO THE STRUCTURE 1° MIN. SHALL BE APPROVED BY BUILDING OFFICIAL— u u u 11 PRROR TO MULLION INSTALLATION 1/4' ITW BUILDEX TAPCON 1/4" ITW BUILDEX TAPCON 1 3/8" MIN. PMBEDMENT INTO WOOD °� ---- BUCK OR WOODEN STRUCTURE BY OTHERS. N0 � 3/80 MIN. EMBEDMENT SIDE VIEW B (2) PER ANGLE Grown ye w oete: 02-11-13 SHALL BE PROPERLY ANCHORED (2) PER ANGLE scoter I/4" a I° 1/2" 1/2" TO WITHSTAND LOADS IMPOSED BY GLAZING Rovlelau PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL aortelon: TOP VIEW PRIOR TO MUWON INSTALLATION %pprovedascompl)bgwhh*e j cRnvarto No Florida Puldl Cel � . M2011 NOTE: ANCHOR CONFIGURATION E A2 AS SHI�N IS VALI F SIDE VIEW A ion- r .n FRANCISCO WERNANDEZ a a "'a / FLORIDA PE {� 51393 MULLIONS i X 4 X 1/8, 1 X 4 X 1 4 AND 2 X 4 X 1 8. t DTI Dade Prndao ophvi SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 0 3 ON SHEETS 4 AND 5 OF 21. 1,y `; 9 OF 21 r e .. ANCHOR CONFIGURATION TYPE A3 x FOR 1" X 4° OR 2" X 4" MULLIONSNUMBER OF ANCHORS PER END 6 2" X 5' X 1/8" ALUM. MOLE ,....r.�.. B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 3 5/8" INT. LENGTH FOR b b _ _ " ...... •» 2 X 5 X 1/8' 4 4" X 1" X 1/8" MULLION ; ;: - •=�� ALUM. ANGLE " " 5/8" 5/8 3 3/8" INT. LENGTH FOR i,—CL 1 OR 2 1° / ° MULLION ALUM. TUBE MULLION ( {—{ 20 X 50 X 1/8° 4 X 1 4 Sunshine Vrm&ws ALUM. ANGLE #14 S.M.S. 3 5 8" INT. LENGTH FOR I" x 4' x 1/8' ALUM. TUBE MULLION (3) � CL 4" X 2" X 1/8' MULLION Manufacturing, Inc. 1 x 4 x 1/4 --- 1" x 4° x 1/8" 4-- 1745 W.33rd PIo*o 2" x 4' x 1/8° " 1' x 4° x 1/4" #14 S.M.S. ---� 1" BY WOOD BUCKS BY TOHERS. Moloch,Plmlda 33012 N b b n i t ^S Ph 348 84-99$2 — 2 x 4 x 1/8 i ! (3) F• ANGLE 1 2" MAX, SHALL BE PROPERLY ANCHORED M.(30 641=2 A o j '/"— TO TRANSFER LOADS TO THE STRUCTURE AND u SHALL BE APPROVED BY BUILDING OFFICIAL if u a u Iia .li sA PRIOR TO MULLION INSTALLATION QA --- oc tl• n h •a . u ° 11 5 L1 un a un a U S �r UUU I.D. j' t ° 1/4° ITW BUILDEX TAPCON � ° 1 BY W000 BUCKS BY OTHERS. 2 1/2" MIN. 1/4 ITW BUILDEX TAPCON I (� SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK " THROUGH i BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO 1 3/4' MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY 3) PER PRIOR TO MULLION INSTALLATION (3) PER ANGLE (3) PER ° ANGLE 1/2° 1/2b {3) P SIDE VIEW A SIDE VIEW B TOP VIEW Z Q NOTE: ANCHOR CONFIGURATION TYPEA3 AS SHOWN.IS VAUP FOR ••• ••• •••••• MULLIONS 1 X 4 X 1/8, 1 X 4 X 1/8". •• • •• •.•••• FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. • ' •••. ; •. ANCHOR CONFIGURATION TYPE A3 •• • FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 6 2" X 5" X 1/8° ALUM. ANGLE .. ' ;••••• •.•. 3 5/8' INT. LENGTH FOR • • WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 4„ 4" X 1" X 1/8° MULLION �• � •••••• �•••• 2 X 5 X 1/8° _ 3 3/80 INT. LENGTH FOR • ALUM. ANGLE E I--CL 1b OR o2" X 5" X 1/8" 5/8" 5/8., 4° X 1° X Ile MULLION •: : •• ALUM. TUBE MULLION M. ANGLE #14 S.M.S ly 3 5/$b INT. LENGTH FOR i•••i• •••••• 1 X 4 x I/ 1 ALUM. TUBE MULLION (3) EA. ANGLE 1 CL 1 4" X 2' X 1/80 MULLION • • :Soo*: / t x 4 x 1/8 r . .••. . • 1" x e x 1/4" -- 1° x 4" x 1/40 X14 S.M.S. e • 2" x 4" x 1/8' N — j 20 x 4" x 1% I (3) FA ANGLE1 2" i 2" Y WOO. BUCK OR WOODEN STRUCTURE •••• A 5 II u u u If SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING 1 u u u l ii u PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL I _-- 1/4° ITW BUILDEX TAPCON E.D. PRIOR TO MULLION INSTALLATION Li 2° BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8' MIN. EMBEDMENT 1" MIN. 1/4' ITW BUI M TAPCON BY OTHERS. INTO WOOD 1 3/80 MIN. EMBEDMENT INTO WOOD SHALL BE PROPERLY ANCHORED (3) PER ANGLE SIDE VIEW B (3) PER ANGLE a,. NM 1 TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND oats 02—ti-13 SHALL BE APPROVED BY BUILDING OFFICIAL goals: 1/2' 1/2" PRIOR TO MULLION INSTALLATION RrMory Ramon- TOP VIEW SIDE VIEW A Approved as coaip[)iag wild the ORMINO NO. r1olida,Win C ,• -.-..�z'2�.18 M2011 NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR tvviril%P i FRANCISCO HERNANDEZ MULLIONS i" X 4° X 1/80, 1" X 40 X 1/4" AND 2" X e X 1/8". nnat+aoProdser aalrot FLORIDA PE # 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES t# 2 AND # 3 ON SHEETS 4 AND 5 OF 21, ny^ �,;L-. r ��- 10 OF 21 IV ANCHOR CONFIGURATION TYPE A32 ° X 5" X 1/8° ALUM. ANGLE ti:, B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 5 5/8 INT. LENGTH FOR r WITH 2° X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2" X 6" X 1/8" MULLION 22 X 5" X 1/8"--- - - --- r ...... ALUM. ANGLE 611 5 3/S" INT. LENGTH FOR �.,-.......... ; I k -cd 2 2�� ° X 6° X 1/4° MULLION t:: ::• I {- " 2° X 5° X 1/8° 5/8° 5/8� I" BY WOOD BUCKS BY TOHERS. Sunni line windows ALUMINUM TUBE MULLION ALUM, TUBE MULLION ALUM. ANGLE #14 S M.S. SHALL PROPERLY SEALED AND ANCHORED Manufacturing, Inc _ CL 2" X 6° X 1 8" - - '— (3) EA. ANGLE r --R- !•=---- TO TRANSFER LOADS TO THE STRUCTURE 1745 W.33rd Place ° / ° 2° X 6" X 1/8° d �j SHALL BE APPROVED BY BUILDING OFFICIAL 11loteoh, Fimlda 33012 2 X 6 X 1/4 2" X 6" X 1/4° t' �t 1'#14 S.M.S. PRIOR TO MULLION INSTALLATION Ph: (30"4-9952 l i (3) FA ANGLE 1/21/2M r Fox43011)828-811s A `V N 11 11 II If II tl Mau Ii . 11 �3 m 11 u a JI e t 1/4° ITW BUILDEX TAPCDN D11• a 11 la d� oD 1 ° r tl s6 11 x114 11 s " a u,• v 4 'a ° a THROUGH 1 BY WOOD BUCK E.D. 1 3/4° MIN. EMBEDMENT INTO - ----- - 1" BY WOOD BUCKS BY OTHERS. 1/4" ITW BUILDER TAPCON CONCRETE/MASONRY i� SHALL BE PROPERLY ANCHORED THROUGH 10 BY WOOD BUCK 2 1/2 MIN' (3) PER ANGLE I»--CL TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRIVMASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A SIDE VIEW B 1 1/2" 1 1/2° O Z •••• . 0000 0000.. TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR I� ••• : ••• •' MULLIONS 2" X 6° X 1/8" AND 20 X 6" X 1/4". •• •' •'••'• FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. 0 "• • .. 000.. 0000.. W .. . 00000 ... . .. . .�. ANCHOR CONFIGURATION TYPE A3 00000 •• •• • B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 000000 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 20 X 5" X 1/80 ALUM. ANGLE •• a • 24 X 5" X 1/80-- 5 5/8" INT. LENGTH FOR • • • • 0000 0 0 ALUM. ANGLE --- --- 2° " " " " 2" X 6" X 1/8" MULLION :•• . 2 X 5 X 1/8"- 6 5 3/8" INT. LENGTH FOR •e• 0 :*a* 0 •• ALUM. ANGLE 2" X 6" X 1/4" MULLION ..:. ALUM. TUBE MULLION X14 S.MS. 5/8" 5/8 ALUMINUM TUBE MULLION 2" X 6° X 1/8° (3) F. ANGLE 2° I3Y WOOD BUCK OR WOODEN STRUCTURE 2" X 6" X 1/8° - --- - 2" X 6" X 1/4° I' �1 X) S.M.S. -- CL BY OTHERS. 2" X 6" X 1/4" 1 (3) FA. ANGLE _ !' --- ; SPALL BE PROPERLY ANCHORED a TO WITHSTAND LOADS IMPOSED BY GLAZING 11 n n u PRODUCTS TO THE STRUCTURE AND A °`� v U u I1 1 2" MAX. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4° ITW SUIL.OEX TAPCON 1/4" TAPCON _ ----- _ 1 3/8" MN. EMBEDMENT u " 2° BY WOOD BUCK OR WOODEN STRUCTURE' INTO WOOD 1 3/$ MN. EMBEDMENT INTO WOOD ' BY OTHERS. (3) PER ANGLE (3) PER ANGLE SHALL BE PROPERLY ANCHORED 1° MN. TO WITHSTAND LOADS IMPOSED BY GLAZING Drown byc NM ■ I �—CL� PRODUCTS TO THE STRUCTURE AND SIDE VIEW B Dote: 02-11-13 - - - SHALL BE APPROVED BY BUILDING OFFICIAL S.W. 1/4° . 1" PRIOR TO MULLION INSTALLATION _ ttevrotoa: SIDE VIEW A NOrtt 1 1/2° 1 1/2" gpprovedasoomplytsawith the mW"No. Date Florida 1, 2�^E� M2011 NOTE: ANCHOR CONF1GLRiATIQN TYPE A3 AS SHOWN IS BAUD FOR [von FRANCISCO HERNANDEZ TOP VIEW ------ MULLIONS 2° X 6" X 1/8° AND 2" X 6° X 1/4°. mIlLml �dePrwtaetCOW FLORIDA PE # 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TAI3LES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. :. r 11 OF 21 ANCHOR CONFIGURATION TYPE Bl '''''''""' FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE: CONCRETE '"''...... OR 30 B CL ~Sunshine~WmdDws ALUMINUM V1 MULLION CLIP Manufacturing inc. ' ALUM. V1 1 5/8° INT. LENGTH FOR r w I I " 1745 W. 33rd Pleas MUMULLION CLIP �'- 1° X 2° X 1/8 MULLION t Ned.RONG 33012 j�—————--� 2 5/8" INT. LENGTH FOR Ph: (305)364-0952 ALUM. TUBE MULLION ALUM. V1 MULLION CLIP II-——————'II 1" x 3° X 1/8' MULLION Fosa(3os)a2a-911a ALUM. TUBE MULLION II 11 1,/2d II 11 11' x2' x1/8° _ _ p ° II n ° II ° ° I1 ' � ° ° 1' x 3° x 1J8" D. ° U. �, b ° I�f•-"% � 1/4" ITW BUILI)EX TAPCON a' p o Ur , 1/4' ITW BUILDEX TAPCON VARIES 1 3/4 MIN. EMBEDMENT INTO 1 3/4 MIN, EMBEDMENT INTO 3° CONCRETE E.D. CONCRETE MIN. (1) PER LEG 2 1/2' MIN. (1) PER LEG z .•.• TOP VIEW SIDE VIEW A SIDE VIEW B � .• : ...••� •••��• NOTE: ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VAUD FOR •• see*:* MULLIONS I° X 2' X 1/8' AND 1- X 3' X 1/8'. 00 • :••••: FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. •• ;•••;• • .. • .. . ..••. ANCHOR CONFIGURATION TYPE B1 2" OR 3' s pe .. . ...... FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 /8" 5/8 .. . . • WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE 2" X 4° X 1/8' ALUM. ANGLE • ....:. 7 1' 1 5/8' INT. LENGTH FOR :••••• • n n n • • •••••• B I� ____ 2 5/8" INT.1 ENGTHLF MUON X14 S.M.S. OR • • ••• • • (2) EA. ANGLE CL ® 1" X 3' X 1/8° MULLION •.•• ° r ALUM. TUBE MULLION I I f14 S.M.S. a °� II 2° X 2 X 1/s° -{•�- r- � Ek X 2° X 1J8° (2) ANGLE ALUM. ANGLE X14 S.M.S. ALUM. ANGLE 1/2' MAX (2) EA, ANGLE II ► A11 II ° II ab. b � p 1/4° ITW BUILOEX TAPCON ALUM. TUBE MULLION a II If ° 1 3/4" MIN. EMBEDMENT INTO 1' x 2° x 1/8' _ _ a a'' -1/4' ITW BUILDER TAPCONE.D. CONPCER ANGLE t° x 3' x 1/8' w ° 1 3/4' MIN. EMBEDMENT INTO 2 1j2" MIN. ( ) 3" CONCRETE Drawn br. N M (1) PER ANGLE SIDE VIEW B Date: 02-11-13 VARIES MIN. Sale: Revhion: SIDE VIEW A / RwMon: Approved as eomplylag with am ✓ DAAIMNC In TDP VIEW F1"'do `2-2 -I3 M2011 Date- 1 FRANCISCO HERNANDEZ WOAN NOTE: ANCHOR CONFIGURATION TYPE Bi AS SHOWN ON THIS SHEET IS VALID FORFLORIDA PE # 51383 MULLIONS 1" X 2' X 1/8' AND 1' X 3° X 1/8". MWmI ade Pmduet og1SHEET ro1 FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. nv ` .r. �.r 'u 12 OF 21 ANCHOR CONFIGURATION TYPE B2 ;.;r .,; ;: FOR 1" X 4" OR 2" X 4" MUWONS NUMBER OF ANCHORS PER END 4 .. WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE 2" X 5" X 1/8" ALUM. ANGLE :?::— :.:' •+'» - - - 4' 2' X 5' X 1/8°ALUM. ANGLE Sunshine Endows .__. 5/8' Sj8 3 518' INT. LENGTH FOR YMitoctutiq' Inc. ALUM. TUBE MULLION 4° X 1" X 1/8' MULLION 1745 W. 33rd PIme a a a I ! 1�--t 2a X 5" X 1 j$" a Weah.ftWa W12 1 x 4 x 1/8 ALUM. ANGLE (114 S.M.S. ! 3°3/8"1NT. LENGTH FOR Phi (305)354-91152 1" x 4' x 1/4""---- ALUM. TUBE MULLION (2) EA. ANGLE 1 1 4 X 1 X 1/4 MULLION Fmu(305)828-51t5 2' x 4" x 1/8" " i" x 4° x 1/8° "�- 3 5J8" INT. LENGTH FOR A o i" x 4" x 1//84, X) S.M.S. ® 4" X 2" X 1/8" MULLION 2" x 4" x 1/8" 1 it (2) F11. ANGLE i/2a r I 11 a 11 11 a 11 1/4!' ITW BUILDER TAPCON 6,'I• u ° •4 . u u a u1 3/4 MIN. EMBEDMENT INTO U. • u ubEA CONCRETE L-1/4' ITW BUILDER TAPCON z t/z (2) PER ANGLE 1 3/4 MIN. EMBEDMENT INTO SIDE VIEW A (2)pER ANGLE VIEW B a z .... c •....• ...... TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE 82 AS SHOWN IS VAUD FOR t • • •.: ••.•:• MULLIONS i" X 4" X 1/87, t° X 4' X 1/4'AND 2' X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND IS 3 ON SHEETS 5 AND 6 OF 22. • :00 •• - ANCHOR CONFIGURATION TYPE B3 • • . a n a a • •• • •••••• FOR 1 X 4 OR 2 X 4 MULLIONS NUMBER OF ANCHORS PER ENO = $ B WITH 2" X 5' X 1/8- ALUM. ANGLES SUBSTRATE: CONCRETE " 2' X 5" X 1/8' ALUM. ANGLE •• •• 5/8" 5/8 4" X 1" X 1/8' MULLION • .•..:. 2° X 5' X E 3 5/8" INT. LENGTH FOR ALUM. ANGLE I' 1" 2" 014 S.M.S. I 3 3/8""INT. LENGTH FORVIVO .... :•••• ALUM. TUBE MULLION -{•—f- 2' X 5' X i/$" (3) EA. ANGLE __ 4" X 1 X 1/4 MULLION ..:. 1" x 4' x 1/8' ALUM. ANGLE 3 5/8" INT. LENGTH FOR 1" x 4° x1/4" -- ALUM. TUBE MULLION 4" X 2" X 1/8" MULLION 2" x 4" x 1/8" 1' x 4" x 1/8" 14 S.M.S. 1/2" MAX. - I �+ 1" x 4' x 1/4" A u u u 2" x 4' x 1/8" I i (3) EA. ANGLE Fib, 11, °1P. e i D ° 1 f 4" fTW BUILDEX TAPCON Dc, 6,114 D 11 6 1 314" MIN. EMBEDMENT INTO II e V V p n u 4 II � CONCRETE 1/2'mm. • (3) PER ANGLE 2 �1/4' ITW BUILDEX TAPCON SIDE VIEW B -CL 1 3/40 MIN. EMBEDMENT INTO N _ SIDE VIEW A CONCRETE 1/2.4 �1/2' (3) PER ANGLE DateiSWa 600le02— "-t c t/4 . 1' Woion: ft6datora •`' t ;pproveda9oomptyTtlgwklttEtA � 0RA5VItQfl i•W. Ftortda ®t�t, ` -'2-sd -I M2011 bF1° ' FRANCISCO HERNANDEZ TOP VIEW NOTE: ANCHOR CONHOURATION TYPE 83 AS SHOWN 6 VALID FOR roanFLORIDA PE # 51393 MULLIONS 1" X 4' X 1/8', 1" X 4" X 1/4' AND 2" X 4" X 1/8". Dtisrui.d6 " 114 FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. �.. SHEET FOR F 21 ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 «r'' 'J" rJ"`+"•' WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE ` - �Lj S11J Sw fine Windows MarwfadwTing, Inc. 1745 W. 33rd Place Week RWWO 33012 Ph: (308)384-9882 FCW(305)828-8118 B 2" X 5" X 1/8"ALUM. ANGLE _ ALUM. ANGLE $" OR 2"" $"LENGTH" MULLION 2" 2" X 5" X 1/8" 5/8" 5/8 Oft/2" INT. LENGTH" MULLION ►� ALUM. TUBE MULLION � -__ � TUBE MULLION ALUM. ANGLE �f14 S.M.S. / � .... ALUM. (3) EA. ANGLE ----- --CL— 1 O •....• .0 so:* 2" X 8" X 1%4" 2" X 6" X 1/4" r' `I #14 S.M.S •• : •••• : •. t I (3) EA. ANGLE 1/2" MAX. • • •• •••••• A , p e $ a .. . . .•.••. p II p II a II +� 11 p p elt pit all p A 11 s II ] e ] II ] a 11 o e Ita it 1 a ■ •• • • • • a a a a a a 1/4 TTW BUILDER TAPCON • •••••• II 11 11 11 � II •11 a p u p It e u u e ° 11, bit- e 11 ° 1 3/4" MIN. EMBEDMENT INTO W •• •• ••• CONCRETE •• s •• • ••••• --- �1/4" ITW BUILDEX TAPCON E.D. (3) PER ANGLE •• •••••• •••••• 1 3/4" MIN. EMBEDMENT INTO 2 1/2" MIN. • • e •• %161 1kk CONCRETE . . . ...... (3) PER ANGLE SIDE VIEW B ••••• e . N - - - • • sees•• r • • sees • • SIDE VIEW A • sees TOP VIEW Ore. br NM " Pate: 02--11-13 Rate: 1 V . 1 Revlatsn: faerieton: approv*daseavplylogwith Me r ORAWINO NO. 0lurWo uldlnl{t: '�'J't:3 l NOTE: ANCHOR CONFIGURATION TYPE 83 AS SHOWN IS VALID FOR Noau �� . % FRANCISCO HER DEZ fd1201 1 MULLIONS 2" X 6" X 1/8" AND 2" X 6" X 1/4". M111Hrn'.1Dag roduet. FLORIDA PE 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ap a' t 14 OF J21 ANCHOR CONFIGURATION TYPE Cl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 r ; WITH Vt MULLION CLIP SUBSTRATE: METAL 2° OR 3° IV in B ALUMINUM V1 MULLION CLIP ? ;, FCL 1 5/8" INT. LENGTH FOR I I 1" x 2" x 1/8MULLION SUnshfme Windows nlg, lnr.I I 2 5/8INT. LENGTH FOR ALUM. VI _ ALUM. TUBE MULLION { 1 I ______ 1 1" X 3° X 11W MULLION 1745lifolsoh ft3& 33012 MULLION CUP �n� ___ .__1j Ph: (309)384-98$2 ANY APPROVED MULLION OR Fmc(305)828-8118 II It ti h METAL STRUCTURAL MEMBERS BY OTHERS ` A _____ I i 11 1/2" MAX. h SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" ALUM. TUBE MULLION 1/4" S.M.S. GRADE 5 THROUGH METAL (SEE NOTE 7 ON SHEET 1) 1" x 2" x 1/8" - (1) PER LEG PRIOR 0 APPROVED N INSTALLATION OFFICIAL ANY APPROVED MULLION OR 1" x 3" x 1/8" METAL STRUCTURAL MEMBERS BY OTHERS 1/4" S.M.S. GRADE 5 THROUGH METAL SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) E.D. (i) PER ANGLE SHALL BE APPROVED BY BUILDING OFFICIAL In MIN PRIOR TO MULLION INSTALLATION ►—� � sees TOP VIEW SIDE VIEW A SIDE MEW 8 © : '0000 0 000. s•se:• .. . see NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR ••• '•: 996406 ... MULLIONS 1" X 2" X 1/8° AND 1" X 3" X 1/8". e��• FOR ANCHOR DESIGN LOADS SEE TABLE 0 2 ON SHEET 4 OF 21. •• • • .eggs. W0. sees. ANCHOR CONFIGURATION TYPE Cl 2" OR 3° so FOR 1" X 2" OR I" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2ALUMINUM 2 5/g° g/8" " X 2 X 1/8" ANGLE good • •••0 •e•: WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1 5/8° INT. LENGTH FOR • • 1" X 2° X 1/8' MULLION g :000:0 000:0 ••goes 1" 2 5/8" INT. LENGTH FOR : • g :sees: B #14 S.M.S. T 1" X 3° X 1/8° MULLION •• :••• • CL---, (2) FA ANGLE I --_— I see s © II ANY APPROVED MULLION OR ALX 2" X 1/8° - - ALUM. TUBE MULLION p '� Il METAL STRUCTURAL. MEMBERS BY OTHERS ALUM. ANGLE ° " 1/8' I! SHALL WITHSTAND ANCHOR SHEAR FORCES #14 S.M.S. J14 S.M.S. T! ALUM. ANGLE 1/2" MAX. MINIMUM THICKNESS - 1/8° (2) EA. ANGLE (2) EA. ANGLE � (SEE NOTE 7 ON SHEET 1) ` A 1I I t SHALL BE APPROVED BY BUILDING OFFICIAL I PRIOR TO MULLION INSTALLATION ALUM. TUBE MULLION— r 1/4" S.M.S. GRADE 5 THROUGH METAL 1/4" S.M.S. GRADE 5 THROUGH METAL 1" x 2" x 1/8" - - Tu (1) PER ANGLE E,D, (1) PER ANGLE 1" x 3" x 1/8" ANY APPROVED MULLION OR 1° MIN. 4pprovedseoompWagatt8the p101rn NM METAL STRUCTURAL MEMBERS BY OTHERS Flovldo Au SHALL WITHSTAND ANCHOR SHEAR FORCES Uate nate: 02-11-13 ( MINIMUM THICKNESS = 1/8° SEE NOTE 7 ON SHEET 1) von scale: 3/e" t' 1131apt1 de raduel.Carstrol Revfa{on: SHALL BE APPROVED BY BUILDING OFFICIAL �' ti .•r PRIOR TO MULLION INSTALLATION By, f . Revist.ns Yi' rJ' •� OR4HIIN0 k0. TDF' VIEW SIDE MEW A SIDE VIEW B FRANCISCO HERNANLTEZ M201 1 NOTE, ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR FLORIDA PE # 51393 SHEET MULLIONS 1° X 2" X I/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 15 OF 21 ANCHOR CONFIGURATION TYPE C2 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END — 4 ALUMINUM V1 MULLION CLIP �• WITH VI AND V2 CLIPS SUBSTRATE: METAL 4° 3 5/8" INT. LENGTH FOR ALUM. MULLION CUP i" X 4" X 1/8° MULLION w VI CLIP FOR 1" MULL 1" OR 2" V2 CLIP FOR 2' MULL � ALLUMINUM V2 MULLION CLIP ��„'��;: m;�• �; 3 5/8” INT. LENGTH FOR Sunshine WWindis ALUM. TUBE MULLION I I 2" X 4° X 1/8" MULLION MorwIvAuring, Inc. 1" x 4" x 1/8° I I I ( 1746 W. 33rd Plane 2" x 4" x 1/8° -- ALUM. TUBE MULLION jn� I Ph!�30)�ssa-M2 r— --------q I I I1 �----——————^ I F.x:(3o6)a2e-x118 II II ANY APPROVED MULLION OR N iI II II II METAL STRUCTURAL MEMBERS BY OTHERS ASHALL—————— II II p 4 SHALL WITHSTAND ANCHOR SHEAR FORCES — --- 1/2_ MAX' — MINIMUM THICKNESS 1/8" 1/4" S.M.S. GRADE 5 (SEE MOTE 7 ON SHEET 1) THROUGH METAL (2) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL °^ -- ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E.A. 7 t/4' S.M.S. THROUGH METAL �..� SHALL WITHSTAND ANCHOR SHEAR FORGES t° MW. 1/2" SHALL BEHAP APPROVED BY BUIL�G OOFFFICIAL SHEET 1) (a) PER LEG PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A SIDE MEW B � � � �.•..� ...•�• NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR •.• . .. ...... 1° X 4° X 1/8° AND 2" X 4" X 1/8' MULLIONS. ••• • FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 13 ON SHEETS 4 AND 5 OF 21. .. .. . ••..• ANCHOR CONFIGURATION TYPE CZ •• • 'I FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END e 44 2 X 2 X 1/8" ALUM. ANGLE ••• ... . 2° X 4° X 1/8"—B WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 5/8° 5/8 3 5/8" WT. LENGTH FOR 6906:9 4" X 1" X 1/8° MULLION Osseo* ALUM. ANGLE 1 3 3/8' INT. LENGTH FOR '.. .... :*Goes 4" X 1" X 1/4° MULLION ..:. ALUM. TUBE MULLION #14 S.M.S. E 3 5/8" INT. LLENGTH FOR /8" -— ALUM. TUBE MULLION- (2) EA. ANGLEI ————— 4° X 2" X 1/8" MULLION X14 S.M.S.—IHC — OO ANY APPROVED MULLION OR (2) EA. ANGLE I ,� I METAL STRUCTURAL MEMBERS 13Y OTHERS ' Va jI II SHALL WITHSTAND ANCHOR SHEAR FORCES A I 1/2" -- MINIMUM THICKNESS = 1/8" 1/4° S M.S. GRADE 5 (SEE NOTE 7 ON SHEET 1) THROUGH METAL (2) PER ANGLE PRIOR TO MULLION INSTALLATION BE APPROVED 13Y BUILDING OFFICIAL ° - ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS E.D. Drawn— — SHALL WITHSTAND ANCHOR SHEAR FORCES 1° MIN. 1/4' S.M S. GRADE 5 THROUGH METAL Dace: 0 1NM 1-13 MINIMUM THICKNESS m 1/8° (SEE NOTE 7 ON SHEET 1) (2) PER ANGLE same: 3/8• a 1" 1/2' 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL fWalon PRIOR TO MULLION INSTALLATION Revtsto� appravadmempplybdivtthil DRAWING NO. TOP VIEW SIDE VIEW A SIDE VIEW Fpriliul'iuldl. C M2011 fYte . FRANCISCO HD£Z NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR M�mi 1adaPradjCoaerol FLORIDA PE # 51393 SHEET 1° X 4" X 1/8', 1° X 4° X 1/4' AND 2" X 4° X 1/8" MULLIONS. Dy � a :a, 16 ET 21 FOR ANCHOR DESIGN LOADS SEE TABLES If 2 AND # 3 ON SHEETS 4 AND 5 OF 21. r' '. ANCHOR CONFIGURATION TYPE C3 ;::: B FOR 1" X 4", 2" X 4" OR 2" X 6" MULUONS NUMBER OF ANCHORS PER END 6 ALUMINUM VI MULLION CUP :''•'•`• ALUM. MULLION CLIP WITH V1 AND V2 CLIPS SUBSTRATE: METAL 4" 6" 3 5/8" INT. LENGTH FOR 1° X 4" X t/8° MULLION ALUM TUBE MULLION Vi CUP FOR 1" MULL 1" OR 2" 'x " 1" x 4° x 1/8° V2 CUP FOR 2' MULL 1 1 AU_UMINUM V2 MULLION CUP : :" ~„ 3 5/$° INT. LENGTH FOR 2" x 4° x 1/8° 2" X 4° K 1/8" MULLION Sunshine Windows Manufacturing, Inc. 2' x 60 x 1/8' 1745 W. 33rd Place n NOW%Rondo 33012 ALUM. TUBE MULLION ———————— Ph: (305)364-9M CL I In 1 --——————�) F6x:(305)28-5118 'N II 11 II ANY APPROVED MULLION OR o! ————- ——— !t I I 11 11 METAL STRUCTURAL MEMBERS BY OTHERS ` A c ——— 1/2° MAX II N SHALL WITHSTAND ANCHOR SHEAR FORCES — MINIMUM THICKNESS = 1/6" 1/4" &MS. GRADE 5 (SEE NOTE 7 ON SHEET 1) THROUGH METAL (3) PER LEG u u SHALL BE APPROVED BY BUILDING OFFICIAL. ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E.D.SHALL WITHSTAND ANCHOR SHEAR FORCES " 7t/e S.M.S. THROUGH METAL MINIMUM THICKNESS = 1/8° (SEE NOTE 7 ON SHEET 1) 1 MIN. (2) PER LEG ' 1/2" 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL • PRIOR TO MULLION INSTALLATION a z6666 TOP VIEW SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR •" " """ 1" X 4" X 1/8", 2° X 4" X 1/80 AND 20 X 6" X 1/8° '•' ;6666; FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. W •• 0 • •. 6666.. .. •• 66.90 •6• • • 96669' ANCHOR CONFIGURATION TYPE C3 20 x 2n X 1/8a ALUM. ANGLE .•• •..'.• .....0 ALUM. TUBE MULLION 7 FOR 1 X 4", 2° X 4 OR 2 X 6 MULLIONS NUMBER OF ANCHORS PER END 6 3 5/8' INT. LENGTH FOR 1" x 40 x 1/8° WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1° X 4" X 1/8" MULLION ;": '• I" a 1/4" 4"4" OR 6" 3 3/8" INT. LENGTH FOR ' ' :666:6 •••••• 2" x 4" x 1/80 2" X 4° X 1/8° 1° OR 2° „ 1" X 4" X 1/4" MULLION • • " a ALUM. ANGLE /8 5/8 3 5/8" INT. LENGTH FCR 0•• •••• •••• 2 x 6 x 1/8F —�}- 2" X 4" X 1/8" MULLION .0:. 20 x 6° x 1/4° 1 5 5/8° INT. LENGTH FOR ALUM. TUBE MULUON 1 1 2" X 6" X 1/4" MULLION #14 S.M.S.— #14 S.M.S. a —1 O+ 4 ANY APPROVED MULLION OR °N (3) EA. ANGLE LI 1 (3) EA. ANGLE u METAL STRUCTURAL MEMBERS BY OTHERS 1 IL 4 SHALL WITHSTAND ANCHOR SHEAR FORCES A 11 1 1/4° S.M.S. GRADE 5 1 2 MAX MINIMUM THICKNESS - 1/8" I THROUGH METAL (2) PER ANGLE (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS E'D' 1/4 S MS. THROUGH METAL —NM SHAD_ WITHSTAND ANCHOR SHEAR FORCES i° MIN, (2) PER LEG Date: 02-11-11 J MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) socia: 3/8` - 1° 1/2° 1/2" SHAD. BE APPROVED BY BUILDING OFFICIAL Wdm: PRIOR TO MULLION INSTALLATION Reattcn: pprowd as wmplytag with fhe DRAWIN@ NO. TOP VIEW SIDE VIEW A SIDE MEW g r�r-tg M2� tarlda ilald area FRANCISCO HER 51393 NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR MULLIONS 1" X 4° X 1/80, NOA FLORIDA PE 51393 ANDEZ 1° X 4° X 1/4", 2" X 4a X 1/8", 2° X 6n X 1/8° AND 2° X 6° X 1/4". 411PD_'.,tn `t"P'�dO�Contro SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ►tr�'✓' 17 OF 21 /15 ANCHOR CONFIGURATIONS 1)2,D3 AND D4 :: MULLION TO MULLION CONNECTION �.. FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS WITH U CUPS SUBSTRATE: METAL ^ '" Sunshine Windows C C , C I , C � ' C 1745 W. 33r g, Inc. 1745 W.33rd Place tgaleob,Florida 33012 Ph: (308)364--0052 Fox:(305)828-6118 I 2• I I 2• I i 2' I 1 3, I { s° I 1 4" 1 {5/g" g jg•I Ig jg° gj$"{ 15 jg" g j$°) Ig j$° g j$'f {5/6° 5j8°I {5/g° gj� LI - I I (1) ® I I ® I f (D I 1E) ® I I EB ® ® I 15/$. 7/8" 7/80 5/81 {5jg° 7/g` 7/11 s/e°� 15/$„ 15/16' 15/16"L.1s/16° 5/$f ,�� •....• Igoes ••••:• see • • .N ••• • 9• 0.00.9 FFTIJ 1P -u I u u Lu u I u j FT U U =1 u u u u 2` 3' 4° OR 6 3` 4° OR 6° } 4' OR 6'L I+I 0000 • ••• • ••:••• — 0000 9ee9e• 0000.• I ! C N ► C ItC LIC ( C SIC "un CLIP TYPICAL 9••• • • go 99••9 ANCHOR CONFIG,D2 ANCHOR CONFIG.D2 ANCHOR CONFIG.D2 ANCHOR CONFIG,D3 ANCHOR CONFIG.D3 ANCHOR CONFIG.D4 :e•• :0041 0••••0 FOR 1" X 2" TO 1" X 2" FOR 1" X 2" TO 1" X 3" FOR 1" X 2" TO 1" X 4" FOR 1" X 3" TO 1" X 3" FOR 1" X 3" TO 1" X 4" FOR 1' X 4" TO 1" X 4" eggs CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION 1' °U` CLIP _ SEE "U" CLIP DETAIL Oram by: NM ON SHEET 2 OF 21 Oates 02-11-13 Ile: 1/2" a 1' RBVi810f10 .c RANdlOra NOTE: ALL SCREWS USED FOR MULLION TO MULLION CONNECTIONS FPPP-%d Omphin0With the DRAMO H0. SHOWN ON THIS SHEEP SHALL BE 0 14 S.M.S. GRADE 5. Date '� 2.0-tom M2011 FOR ANCHORS DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. rrOA - FRANCISCO HERNANDEZ Mail DA NodM Cb�ro) FLORIDA PE # 51393 SHEET 18 OF 21 SECTION C•C TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE 3 1/2"0 OR 4"0 TYPE BR2,BR39 CR2 AND CR3 :`"; FOR 3 1/2'0 OR 4"0 ALUM. TUB MULLION ROUND MULLIONS �� tx :::: 3:•» ALUM. TUBE MULLIONa .y 3 1/2"C� AND 4"o �� t '.':��:`��;; : ''..........: 1/8" THICK ALUM. CIRCULAR PLATE A Sunshine Windows STRUCTURAL WALL/BI AM WELDED TO ALUM. SLEEVE. a manufaduAg, Inc. ♦ 1745 W.33rd Place 1/2" CTURAL WALL/BEAM mcleah'fbrft=12 ♦ Phi (3W)394--9982 '�� \♦ Fox:(305)028-5118 "' ♦� \♦ 1/2" n 3 1/2"0 OR 4"0 `\ ' r7 •�- ,/ ALUM. TUBE MULLION --- _ ---_—_-- • ALUM. SLEEVE ' FOR 3 1/2.0 OR 4.0 �♦ / °� r- � ALUM. TUBE MULLION VARIES STftUCTURAI WAIL q •••• 0 a OR BEAM •••••• 5 1/2" FOR 3 1/2" 0AUWON �• 6" FOR 4"0 MULLION 9O, � VARIES I" ••• ' • '• ••.•i• ANCHOR CONFIGURATION a 5 1/2" FOR 3 1/2.0 MULLION � ••• ;*"o• 6" FOR 400 MULLION ••• BR2 AND CR2 • FOR 180'ANGLE �'\ �� j ANCHOR CONFIGURATION 1p�g1 ••; ; .**see •• ••• BR3 AND CR3 \ FOR 135 ANGLE ' . . . . . . ...... 3 1/2"0 OR 4"4 ' ALUM. TUBE MULUON �'\♦ 1/8" THICK ALUM. CIRCULAR PLATE •••• ALUM. SLEEVE �L f, ♦ WELDED TO ALUM, SLEEVE. l•� FOR 3 1/200 OR 4"0 ALUM. TUBE MULLION VARIES 5 1/2" FOR 3 1/2.0 MULLION 6" FOR rO MULLION D.. by�w ANCHOR CONFIGURATION oat• 02—"-13 seo>« i/4' a 1. BR3 AND CR3 i` FOR 90'ANGLE 4pproved asowisplylagwith the DRfi16N9 NO. lulalc a B"I'.. 'Cod M201 1 Date .. '� ,' '� S•-t?�=1 Ey NO - FRANCISCO HERNANDEZ NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET ti OF 21. 11'Iaaii aAe aetCoq ' FLORIDA PE # 51393 Sf-IEI;T ag :F..: 19 OF 21 TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE / .� OR 4a TYPE BR4 AND CR4 FOR 3 1/2V OR 4°0 ALUM2 TUBE MUWON ROUND MULLIONS '�' .......... ALUM. TUBE MULLION 3 1/2"o AND 4"0 ..... 1/8° THICK ALUM. CIRCULAR PLATE �� $lNIShhlfl windows STRUCTURAL. WALL/BEAM WELDED TO ALUM. SLEEVE. UfChJ i), Gt1745 W.33rd p aye STRUCTURALWALL/BEAM IlM oe,FloNa=2 p� t 2 N N `,�, e �, r FPh:(308 8288}-- 8 04 r R /l/2 " N 3 1/200 OR 40 CV � � ze p- °.r ALUM. TUBE MULLION ALUMINUM SLEEVE f r N N N FOR 3 1/2"0 OR eO �, ``t r' ALUM. TUBE MULLION N !'' f N9 VARIES STRUCTURAL WALL k o Z 0000 5 1/2" FOR 3 1/2.0 MULLION `�j,�� ` ,�� OR SEAM �� 24 3 7 t6 +.. : +...+: ..+..• �o 6" FOR 4"0 MUWON ,`'� �� W � VARIES ••• • �•i •0606: ANCHOR CONFIGURATION p 5 t/2" FOR 3 1/200 MULLION ... Oc v+ 6 FOR 4"0 MULLION •• • • :0000: BR4 AND CR4 �,'� i/2 %� W .++ ..... FOR 180'ANGLE ,\'� _ ANCHOR CONFIGURATION • �7 ... . .. . .00.00+ BR4 AND CR4 0000• • ••0•+• 00.000 FOR 135'ANGLE 00,00+�• Q 0000•••• nJ ♦♦ • • 0000•••• Y ,\� 00003 1/2u0 OR • 0000•• • • ALUM TUBE MULLION t/8° THICK. ALUM. CIRCULAR PLATE '••' ALUMINUM SLEEVE � WELDED TO ALUM. SLEEVE. FOR 3 1/2.0 OR 4"0 ALUM. TUBE MULLION , VARIES 5 S/2" FOR 3 1/2"0 MULLION 6" FOR eO MULLION o,,,00 Nr NM Data 02-11-13 ANCHOR CONFIGURATION amle. t/+" a 1' BR4 AND CR4 RuMRevia m FOR 90'ANGLE 4ppraved as coitplylMwith the. ORMW NO. NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21. erona FRANCISCO HER Rftantl R�de Product Coalmtl FLORIDA PE � 51393 51393 SHEET ' 20 OF 21 s, ' i MIAMI•DADE MIA1MI DARE COUNTY an 0 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.itovleconomv Sunshine Windows Manufacturing,Inc. 1745 W.33rd 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 114302" Aluminum Fixed Window—L.M.L APPROVAL DOCUMENT: Drawing No. PW08-01, titled "Series 4302 Aluminum Fixed Window- Impact Resistant Class", sheets 1 through 8 of 8, dated 08/18/08, with revision#1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez,P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, mode /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 ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user. by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NO.A# 12-0314.11 and consists of this page 1 and evidence a E-1 -2, as well as approval document mentioned abov6. The submitted documentation was reviewed by Manuel Peru,P.E. �n D>~ NOA No. 13-0912.03 MIAMIDACOUNTY � `'` f Expiration Date: September 11,2014 Approval Date: October 31,2013 .. ... . . . . .. Page 1 . . .. . . . . . .. ... .. . . . .. . ... . •:a . . ... . . . . . . . . . . . . . . . . . . .. . . .. . . . ... . . . . ... . . . . . . . . . . . . . .. •• . • . .. .. ... . . . ... . . Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 03-0314.07) 2. Drawing No PW08-01, titled "Series 4302 Aluminum Fixed Window- Impact Resistant Glass", sheets 1 through 8 of 8, dated 08/18/08, with revision#1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Flemandez, P.E. (Submitted under previous NOA# 12-0314.11) 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 along with marked-up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3388, dated 08/14/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12117/10, signed and sealed by Francisco Hernandez, P.E. (Subrstitted under previous NOA# 12.0314.11) 2, Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 03128/13, expiring on 05/21/16. Man�el Per .E. Product Control E .a er NOA No. 13- 12.03 Expiration Date: September 11,2014 Approval Date: October 31,2013 E- 1 .. . . . . . . .. . . . . ... . .00 • . 0 :0 . ... . . .. •.•. . • . . . . . . . . • .. . • .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Sunshine Windows Manufacturinas Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-201.0, and of no financial interest, dated March 09, 2012, signed and sealed by Francisco Hernandez, P.E. (Subini terl under previous NO.A# 12-0314.11) 2. Laboratory compliance letter for Test Report No. FTL-3388,issued by Fenestration Testing Laboratory, Inc., dated 09/05102, signed and sealed by Joseph Chan, P.E. (Subrnitted under NO.A# 03-0314.07) _3. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 09/11/13, signed by Noel Martinez, 4. Testing agreement letter, dated 09/11/13 between: Fenestration Testing Laboratory, Inc. (FTL) and Sunshine Windows Manufacturing, Inc,, issued by FTI, and signed by Leigh Sanchez. G. OTHERS 1. Notice of Acceptance No. 12-0314.11, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302" Aluminum Fixed Window—L.M.I., approved on 05/24/12 and expiring on 09/11113. 2. One year approval, subjected to successful verification test, the final approval will be issued for the balance of the remaining 4 years, of a total of 5 years. i Man el PeE. Product Control Eez, .er NOA.No. 13-0912.03 Expiration Date: September 11,2014 Approval Date: October 31,2013 E-2 .. ... . . . . . .. • . . . . . .. .. . . . .. • •• • • .. • • • ••• • • • • ••• • • • • • • . • • • • • • • • i • • • • • •• •• • • • •• d• DESIGN' PRESSURES A (�A CHART- PSF 12'UK CORRDEA•II- 1-WNDOW COB-OEM 1 4•M . b MX SIZE of'v f s2 r{ r I, F s LONG INCLINED SHORT POS. NEG. CORKER DErAD ► Sunshine wkdom Itd monufaduring, loc. SIDE SIDE SIDE 108 X 28 11 12 3 90.00 90A0 IWI. w d ii 12 .-F ilbtaab.Ftoddo I2 y� phi(�Q8)'�84-6902 06 X 2$ 10 11 3 90.00 90.00 ^� "7- mob ' 6! o" Fega(aDB� -OftiO 91 X 20- 10 19 3 90.00 90.00 17 84.X 20 9 10 3 90.00 00.00 76 X 7 8 9 4 90.00 90.00 ".► '-r 76 X $ $ 9 3 90.00 00.00 1a' 111, 4• I. 10 I. 78 X 19 8 S 3 90.00 90.0 --- - 63 X 48 7 8 5 76.30 76.30 SHORT SIDE(S) M e,SHORT SIS(Syl`A 63 X 39 7 8 •6 90.00 90.00 63 X- 37 7 8 4 90.00 90.00 RECTANGLE MAL ID 83 X 26 7 8 3 90.00 90.00 •••• 83 X 19 7 e 3 90.00 90.00 TYPICAL ELEVATION' TYPICAL.BLEVA110N .•• •sea** •000•• 46 X 48 5 8 6 3.ib 73.10 ••• • •• 53 X 48 6 7 8 78.30 78.30 BLY Sam is I' ONMAL NCM- .. .• • • • 33 X 38 8 7 S 90.00 90.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. v .• ••.• 53 X 37 6 7 4 90.00 90.00 2.- SHUTTERS gAAREp�NOT REQUIRED. � • 53 X 2$ 8 7 3 80.00 90.00 3.- PWESSNURES CHART NCHORS FOR EACH UNrr SIZE REFER TO DESIGN • '• ••• •••.. • .. • 53 X 19 8 7 3 90.00 90.00 4,- FOR A'C'I t.I Q CON•�CR� N. EMBEDMENT INWITH TO CONCRETE/MASOONNRY . . .• ••• •• •••• • 4$ X 39 6 6 6 90.00 94.00 A 1. � 00 DIST. " 46 X 37 li 6 4 90.00 90.00 FO A"OH W 0 2 BYY 0�"WOODEN STRUCTURE USE i[4 f�I. ....'. ULT b E. WITH 1 i 2 MIN. EMBEDMENT INTO `n�w1 •••••• 48 X 26 5 8 3 90,00190.00 SAA-#1 AND 1 �I EDGE 01 E. • • • FOR ATTAOHMENT INTO METAL USE 11/4- D1AM. GRADE S SHEET METAL SCREWS . : .... ••••• 4$ X 19 S .8 3 90.00 90.00 WITH 1" THIN. EDGE DISTANCE. • • • 38 X 37 4 6 4 90.00 90.00 5.- CONCRETE STRENGTH ("3,200 pal MIN., CMU PER ASTM COO, •••• 38 X 26 4 S 3 90.00 90.00 ALUMINM WE a lN1ER{DR FILLED CMU fm-2,000 pal MIN. 8.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. a 38 X 19 4 6 3 90.00 90.00SEE 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 �$ 26 X 28 3 4 3 90.00 90.00 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE, SHALL 28 X 19 3 4 3 80.00 90.(10 BE NO LESS THAN 1/8". 74 X 39 6 9 5 90.00 90.00 ALUMINUM SHALL BE 6083-T$. STEEL SHALL BE Fym 38 KSI MIN. 74 X 37 8 0 4 90.00 90.00 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER 74 X 28 8 9 3 90.00 90.0 GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED N BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 74 X 19 8 9 3 90.00 90.00 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PRFO E D COT I)flnL#2 (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 Ff1*C. CiLA99t �l20©UCf Rmtt£V1w PRODucrRBVIS80. as cos"binS w"k the W0 -on ft DRONO No. 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HSAMinOCoste,� - ]j i3sstldih8jCodp PIN08-0 i STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER F*A 3 A eptaneabta • '�"pltauon uatx I1�. ssi tatto /J3 � . 09FJ 48-11=9 $ .s Ey NI! � M 1ro FOR CORNER WELDED CONNECTIONS USE 1/8 FILLET WELD Ratio a tk1 noel de t C�n WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. } ' °93 SHEET 1 OF 19 CO FR WAIL 12 D5 � DESIGN PRESSURES COM CHART- PSF � wmow S]ZE AMCFIt]It4ir r! pr 'r r W x H CIRCLE. POS. NSG' Su . wean SILL JAMBS ,/� ,� anufoWngllric. TOP 1748 W.33rd Plat. 28 X 106 3 11 4 90.00 90. OWN Fbft awls Ph1 (305)M-Un 26 X 96 3 10 4 90.00 190.001 Fm(308)128--8118 26 X 91 3 10 4 90.00 90.0() mw , 26 X 84 3 9 4 90.00 90.0 tXiRNER aETAIi I, 37 X 78 '4 a 6 90.00 90.D0 4• .'0• 26 X 78 3 8 4 90.00 90.00 ox &ILL rA 19 X 78 3 8 3 90.00 90.00 WINDOW- 46 X 63 6 7 7 76.30 76.30 39 x 63 8 7 6 90.00 96.60 A 37 x 63 4 7 6 90.00 90.60 28 X 83 3 7 4 90.00 90.00 UPRIGHT RECTANGLE WITH CIRCLE TOP ....••- 19 X 63 3 7 3 90.00 90.00 TYPICAL ELEVATION •0000 •••• •...•• 48 X 48 6 S 7 73.10' 73.10 • ' ••• • .• ALUMMU WELD ERI `d • ••• ••i ••••i• 48X63 6 8 7 76.30 78.30 (�NI*t a XOTES: • :e. 39 X 63 6 6 6 90.00 90.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FOC, •. . • •••• • •.••:. • 37 X 83 4 8 8 90.00 80.00 2.- SHUTTERS ARE NOT REQUIRED. •••• • 3.- FOR N ER ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN ••••• 28 X 53 3 8 4 90.00 00A© PRESSS CMAR?. •••••• e e:e e• 19 X 63 3 6 3 90.00 190.001 4,- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1 4" DIAM. • .. e•••e TRA�CON 0�p 1 1/4 MIN. EMBEDMENT INTO CONCRM/MASONRY - 39 X 48 6 8 6 90.00 90,00 p� ATT1 m 'INTOE2T'0 WOODEN STRUCTURE USE 1 4E. DIAM. • •••• e 37X48 4 8 8 90.00 90.00 gy 0 WITH 1 1�2° MIN. EMBEDMENT INTO W�D *see:* 26 X 46 3 a 4 90.00 90.00 CORNBR DBTA11 f#2 1" MIN ED DISTANCE, FOR ATTACHMENT INTO METAL USE 1/4- DIAM. GRADE 8 SHEET METAL SCREWS .... ;••••• 19 X 48 3 8 3 90.00 90.00 WITH i" MIN. EDGE DISTANCE. • ' 37 X 38 4 4 6 90.00 90.00 B.- CONCRETE STRENGTH fo-3,200 pal MIN.. CMU PER ASTM C90, 26 x 38 3 4 4 90.00 90.00 FILLED CMU fm-ZO00 pal MIN. ASS Y SCREWS J8 X 1' a.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED, o 19 X 38 .3 4 3 90.00 90.00 7.- WOOD HOST STRUCTURE SHALL 13E "SOUTHERN YELLOW PINE" Gas 0.88 26 X 26 3 3 4 90.00 90.00 OR GREATER DENSITY. 19 X 28 3 3 3 90.00 90.00 8- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". 39 X 74 6 8 6 90.00 90.00 ALUMINUM SHALL BE 6083--T8. STEEL SHALL BE FYm 36 KSI MBI. 37 X 74 4 8 8 90.00 90.00 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY A77ACHED TO TRANSFER 28 X 74 3 8 4 90.00 90.00 -GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED 8Y BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 19 X 74 3 6 3 90.00 90.00 10.- ALUMINUM tN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PRQT�CTED CORNER D$TAIL#1 (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 r BC. Q 41outicT rtF.Nv1vtm PRODUCrRURIED �T' St 0"'w 1 do U1111 the Ftortha DRAWING Na 0.34 OVERALL LAMINATED GLASS USING TWO LITES OF 1/$ HEAT sC«e asRdfiig wlthU>wl�i�da ° " 'taidl" >3u8dIUBt'ao�p STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM 77P A , �� PWOS-D1 11191 x310VAN /� �IMi Dyy :, ,; 0ATEt DH-18-08 FOR CORNER WELDED CONNECTIONS USE 1J8" FlLLEI WELD 1411e Raft aq. D opm ct 'S��-IZ!., 3CALEt WITH 1 11,V MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. C�S0 1i�NANDFZ �UA'. 11 $ SHEET 2 QF 8 i y. DESIGN PRESSURES A CORNER DETAIL 2 { CkiAl2T- PSF • • ,� WINDOW ' SIZEWXH NCUC�� 1»t POs. NEO. € SInl3flfnB Now SILL IRCJAMBS manufacturing,W, 8 tyaa , Sara Plana 10B X 26 91 18 3 80.00 90.00 FHoteah ltmlian=12 Phi(3Qb84w9962 96 X 28 10 14 3 90.00 90.00 PaxQsab)a2a-alta 91 X 28 10 14 3 90.00 90.00 84 X 28 9 13 3 90.00 90.00 78 X 37 8 12 4 90.00 90.00 A CORNER DEWL 1 78 X 28 8 12 1 3 190.00 90.00 78 X 19 8 12 1 3 90.00 90.00 4"NAX. 1O` OWI. 63 X 46 7 10 8 76.60 76.30 mmw VMTH(w) 63 X 39 7 10 4 90.00 90.00 OF 63 X 37 7 10 4 90.00 90.00 83 X 28 7 10 3 90.00 90.00 SIDEWAYS RECTANGLE WITH CIRCLE TOP � � .... 83 X 19 7 10 3 90,00 90.00 TYPICAL ELEVATION (y . '...•• 48 X 48 5 7 5 73.10 73.10 AaMINN WELDMTERII� <<�1' •• • "•• •• 53 X 46 6 9 5 78.30 76.30 KE WEUNP10 WE CIENBgAL NOTES: •• ••.... 83 X 39 6 9 4 90.00 90.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. so . :....: 53 X 37 6 9 4 90.00 90.00 2.- SHUTTERS ARE NOT REQUIRED. ' • 3.- Fp NUMQER 0 ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN • •' ••••• •.... 53 X 26 8 9 3 90.00 90.00 PRESSURES CH N • • •• ::see • 53 X 19 6 9 3 90.00 90.00 4.- FOR ATTACHMENT INTO CONCRE% OR MASONRY WITH 1 BY USE V4" D1AM. • • 46 X 39 S 7 4 90.00 9000 IDAUNLTRA�CO�NeN ELC�D�H 11 1/4 MIN. EMBEDMENT INTO CONCRETE/MASONRY 0 0 •• FOR A /C/ INTO 2 BY 0 WOODEN STRUCTURE USE 1/4° DIAM. • • 46 X 37 5 7 4 90.00 90.00 U plr N BY CO WITFI 1 1�2' MIN. EMBEDMENT INTO WOOD ;...;. • 46 X 26 8 7 3 90.00 90.00 _RN 160 I? TAII.#2 A D 1 MIN Ef GZ.DISTANCE. • 413 X 19 5 7 3 80.00 90.00 FOR ATTACHMENT INTO METAL USE 1/4" OIAM. GRADE 5 SHEET METAL SCREWS : s•• ••.. WITH V MIN. EDGE DISTANCE, 38 X 37 4 8 4 90.00 90.00 B.- CONCRETE STRENGTH f'o-3,200 Pal MIN., CMU PER ASTM 090, s"' 38 X 26 4 6 3 90.00 90.00 . FILLED CMU fmft2,000 pet MIN, 3a X 19 4 6 3 90.00 90.00 $ 1" 6.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. C N de x 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" 0- 0.55 .26 X 26 3 4 3 90.00 90.001 OR GREATER DENSITY. 26 X 19 3 4 3 90.00 90.00 B.-- THE THICKNESS OF THE"STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 . 74 X 39 8 12 4 90.00 90.00 ALUMINUM SHALL BE 6063-T8. STEEL SHALL BE Fya 36 KSI MIN. 74 X 37 B 12 4 90.00 90.00 9: WOOD BUCKSBY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER 74 X 26 8 12 3 90.00 90.00 GLAZING SYSTEMLOADS TO THE STRUCTURE AND SHALL BE APPROVED 9 74 X 19 8 12 3 90.00 90.00 BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. CORNSRpBTAIL#1 f0.- ALUMINUM CONTACT WITH DISSIMILAR MATERIALS SHALL B P.It j CTED (BY OTHERS AS SPECIFIED IN SECTION 2003.8.4 OF THE 210 . VtOSIUCT RMIRWO PRODUCTit[iV sw .. 0- 8 sa immill kyto$w(th the 1Toft "oomplY tt w 114 ft morins ORAWIM6 No. 0.34' OVERALL LAMINATED GLASS USING TWO LITE$ OF 1/8" NEA'llmlaingcoito lhdlaTaBt d. STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILMBiflati�d7� - `�' f - Aceapteuaa PW 08--01 DAMgj 11 LiLLlI\©i t�'j' � Art •�4.. /1"�tr FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD Rtlant IleilmP[dadgCt At Wp SWN.Li.1.. WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. F� �HNANDEZ i;P 131.9.3 SHEET 3 OF 8 DESIGN PRESSURES '$ j r CHART- PSF try pwo[IZE ri A � .�:•f.-5 1•A•..S wXH,7suras fir181�lii "s � SILL ARCH POS, NEG. -� �OItUfQciUf(Ig, Inc. Plne 108 X 26 11 14 90.00 90.00 l.7 1745 w Sara Hbleoh,F7oddo 3591m1l Pin 96 X 26 10 13 90.00 90.00 as Rma( )8194-99E1 - 91 X 28 10 13 90.00 90.00 84 X 26 9 12 90.00 90.0 A 78 X 37 8 14 90.00 90.00 Ca)Rttt �1 -- - ! B 78 X 26 8 12 90.00 90.00 4' %• )0"and 78 X 19 8 11 90,00 90.00 WROW moTH(VI) 63 X 32 7 12 90.00 90.00 63 X 26 7 10 90,00 90.00 63 X 19 7 9 90.00 90.00 ARC 48 X 24 S 9 90.00 90.00 """��+++ ..•• EL 53 x 27 s 10 90.00 90.00 TYPICAL. 13VATION � 83 X 19 6 8 90.00 90.00 • 46 X 23 8 9 90.00 90.00 OHNSRAL N'OTHSt 0 •. .. 46 X 19 6 890.00 90,40 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FW. •••.: 38 X 19 4 7 90,00 90.00 2.- SHUTTERS ARE NOT REQUIRED. '�i ' • •••••• ' ' 3.- FOR NUMBER O ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN • ' ' PR RE C& ••••• 28 X 13 3 8 90.00 90.00 ESSU S C T. • • •• .. • • • •••.• 74 X 37 8 14 90.00 90.00 4.- FOR ATTACHMENT INTO CONCRETF3 OR MASONRY WITH 1 BY USE 1/4" DIAM. • • '••'.' 74 X 26 8 t 1 90 00 9Q 00 ULTRACON IRY,EL,CO I iTH 1/4 MIN. EMBEDMENT INTO CONCRETE/MASONRY ""•• �fVD 2 1/2- rvttry ED E DI ; *fee •' 74 X 19 8 i 0 90.00 90.00 FOR A�AOWMENT INTO 2 Bak,�OR pAOODEN STRUCTURE USE 1/4" OIAM. • : . �• ��•�� ULTRA ON BY ELCO WITH 1 112 MIN. EMBEDMENT INTO WOOD •.•••• AND 1' MIN EDGE DISTANCE. •• • • FOR ATTACHMENT INTO METAL USE 1/4" DIAM, GRADE 8 SHEET METAL SCREWS . • • ••••• WITH 1" MIN, EDGE DISTANCE. • ' S.- CONCRETE STRENGTH f'c-3,200 pet MIH., CMU PER ASTM 090, FILLED CMU fa►-2,000 pea MIN. e X 1- 6.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED, o 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.88 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8-. ALUMINUM- SHALL BE 6063-T6. STEEL SHALL BE Fy- 36 KSI MIN. 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYST04 LOADS TO THE STRUCTURE AND SHALL BE APPROVED � BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, CORNERDBTAII.#1 10.- ALUMINUM I CONTACT WITH DISSIMILAR MATERIALS SHAL BE PRpTECTED (BY OTHERS} AS SPECIFIED IN SECTION 2003.8.4 OF TH1 2010 FBG. • M 1Y001tG'T 1tENRI9Iggy PRODUCT RSVmD e3 complying whitthe Flom* w cgnoylgg w4fi too vwma , DRAW= Nb. 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF i/8" HEAT %''rtitagCodo eundf"Coh +erinneo no Ac nptanoaxo l 1! Pwo8-09 STRENGTHENED GLASS WITH A 0.090 SAFLEX IIID INTERLAYER FILM BY SOL L�rtonB,Na A�-- H9 iratlonElato y�1 DATEt OS-48-OB WELDING' Dy if! Y wil�5• 0 11 FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD d11n Dad*PedrtuctEo Mdnm o ►�7 SCALE: 1 2 d1 WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY, FRA; 1400 i RNAN p PLQR10�'�:P ,. �¢�f 3SS SHEET a OF e urrl:t CORNOt 00MI. 2 r 7 A i r+ ► A 1,74 W.ard pwo Iftimb.Man=12 � � Via• � � �'a. �/ CORNfiR DM i f►A jX112, B Pill(sod}�e4-seas Fax1(305�28-81 S8 CbRMER OETAUL 1 4= A QUARTER ROUND QUARTER ROUND FULL ROUND TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL EL'9VATION DESIGN PRESSURES DESIGN PRESSURES DESIGN PRESSURES POSITIVE-+90.CDPSN PO$ITM m+9M00P$P POSTTIVB=+900DPSPC"t •••• NEGATIVE -90.00 PSP NEGAATIVII -90.00 PSP NEGATIVE a-90.00PSI+ � � • ••• �••••• •••••• t3BI3ERAI.NOT&Rt q • •• ••: ••••:• t.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FEC. .; :...•: _ 2.— SHUTTERS ARE NOT REQUIRED. • • • 3.— FORNUk( Q� ANCHORS FOR EACH UNIT SIZE REFER TO DESIflN ' '•• • •••• .•.•• PRESSU C RT. ••••• •• • ••i••• 4.— FOR ATTAEHI INT CONCR TE•OR MASONRY WITH t BY USE 1/0 DIAM. •' •' •••••• �07�rt C �r1Ef 4" MIN. EMBEDMENT INTO CONCRETE/MASONRY •••••• oR Am o.I 2D8Y'0 W00pEN STRUCTURE USE i 4" NAM.ANDiMIN YE CSO 4 1�2" MIN. EMBEDMENT INTO WOOD :...:. •••••• DI ONCE. • • FOR ATTACHMENT INTO METAL USE t/4" 0141. GRADE b SHEET METAL SCREWS . ; :•••• WITH 1" MINN. EDGE DISTANCE. *fee • • 5.-- CONCRETE STRENGTH f'4Q3,200 psi MIN., CMU PER ASTM COO, •••• AI U mm w a.D IERIOR FILLED CMU fm-2,000 pal MIN. SEE WHM 8.�- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. o S SL S REWS�f8f' T 7.- WOOD HOST STRUCTURE SHALL BE °SOUTHERN YELLOW PINE" Gm 0,56 OR GREATER DENSITY. 8.- THE THICKNESS OF E STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 11 8". ALUMINUM SHALL BE 6063-T6, STEEL SHALL BE Fyn 36 KSI MIN. 8.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED N BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. C©RNBR DETAM#I C©RN.BRDgTAIIJ2 t0,- {Byy 0 ERN AS SPECIFIEDHIN�SECTION MATERIALS 003 6.4 0 THE 220010RUM FBCC. <-vabu IligNEW" PRODUCERI3VMD OLA$ es eemplytos vrllk the ftAft as ao"tying W10t ft Ixhvift DI WINO Na. 0.34° OVERALL LAMINATED GLASS USING TWO LITES OF 1/8- HEAT ;IakNagCode pglpdrusCode STRENOTHENED CLASS WITH A 0.080 SAFLEX.1110 INTERLAYER FILM BY SOLUTIA. Aceeptaeee Ne/�i-L7 6 Acceptanao too �g PW08-0 1 E a ratiaa Date ¢Q BxpiretianData • DATEs.QB-18—K FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD K la a ad, M Dade Pro WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. FRANCISCO- Rs'l;I,MANDEZ SHE�f B OF!! PLQ�tIDA1, -:2-1' 61"+83 trrrtt��t ' CORKER DUPL 2 �` A CORI4ER cm2 . 2 ANCHORS PER SIDE (1YPICAL) �� :,•;y+•; / )A _ z McHORs PER SDS (rrPlcALy M mhet ho, we k B B B B 'ta'aat00%I'loggdo 33012 Pta (301384-8882 f` Foxc(3g8�828-SI18 39' MAX 39" MAX en OCTAGONHEXAGON TYPICAL&EVATION TYPICAL ELEVATION i DESIGN PRESSURES DESIGN PRESSURES POSITIVE=+90.OD P POSITIVE=+9D.OpPSR p NROATI VE m-9D.00 PSF NEGATIVE m 9QO0PSP lh • • •i i a e• •••• • OENI:RALKOTBSt *lose i•e e': :"060:•••:• ••••• 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. . • 2.- SHUTTERS ARE NOT REQUIRED. 4, , • 3.-- QNU ISR CHORS FOR EACH UNIT SIZE REFER TO DESIGN 06i *0 .. �..�.� •.�..' 4.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ' •' • • • TR ICON, YMELC4§JH Of Ti/4" MIN. EMBEDMENT WTO CONCREttFEt/MASONRY •••• •s•..• 9i fid, •ATt C MINT I 2 BY O WOODEN STRUCTURE USE 1/4" DIAM. '• UlTRA{�ON BY ELCO WITH 1 1�2' MIN. EMBEDMENT INTO WOOD ' ;.• •• •••••• ALtIMINf1M WELD INIERIO AND 1 MIN EDGE DISTANCE. • + • FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE S SHEET METAL SCREWS ' ; :•..•: WITH 1' MIN. EDGE DISTANCE. ••' • B.- CONCRETE STRENGTH f'o-3,200 pet MIN.. CMU PER ASTM 090, FILLED CMU fm=2.000 pal IN. 6.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. o 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" Ggn 0.83 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALT. BE NO LESS THAN 1/8'. ALUMINUM SHALL BE 6063)--T6. STEEL SHALL BE Fym 36 KS1 MIN. CORI�lBR DETAII.#2 9. WOOD LAAZIING SSYSTEML OTHERS) DS TO 'fHE STRUCTURE AND ATTACHED BE T�ROVED ER BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10.- ALUMINUM Ij AS CONTACT WITH DISSIMILAR MATERIALS ALL BE PR�jp�CTED {BY OTHfRSSPECIFIED IN SECTION 2003.8. SH4 OF THE 2010 FSC. GLASS: 04MUCTREI4EVU'Lts monua.YRvasw x " dtd—ptytngwill)themorm., ascomFlYt�wtl4tbePlWtltba p1iAWgIq Np, 0.34 OVERALL LAMINATED GLASS USING TWO LITES OF 1/8' HEAT N61d1eg Code lietq�Cada6 PtNt}8-01 STRENGTHENED GLASS WITH A 0.090 SAFLEX ERG INTERLAYER FILM BY SOLUTIA o9ceetNaaceHo - �}3 taHoeDao a�' w � a trnttouhate �S�"L OATS: j=jL-48 x E onto tat 0 '�' �•1'3+ SOME, 1 2"a1' FOR CORNER WELDED CONNEOTIONS USE 1/8 FILLET WELD tlfytew el'rMuctCantte = � �� WITH 1 1/4' MIMMUM LENGTH MADE WITH ER4043 FILLER ALLOY. RgNCISqoc H NAND£Z LgliloA.': SHEET 6 OF 8 I 20Y WOOD SUCK BY OTHERS. 18Y WOOD SUCK BY OTHERS. MUST @E PROPERLY ATTACHED TO MUST BE PROPERTY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS t MAX. 7RANSfEIt GLAZING SYSTEM LOADS TO THE-STRUCTURE SHALL 8E APPROVED rna SHIM SPACE TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFfICLAI PRIOR TO BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. a v4 ti WINDOW INSTALLATION. TYPICAL ANCHORS TYPICAL ANCHORS f/4" MAX. 1/4" ULTRACON 1 1/2a MN, PENETRATION INTO WOOD. $URSITinB • we '0 1/4" ULTRACON 1 1/2" MIN. EMBEDMENT SHIM SPACE (FOR MAIL ANCHOR SPACING AND NUMBER 61aI� 9 �ICiarin , (nc, 4 s OF ANCHORS REFER TO ELEVATIONS AND MIAMI-•DAOE COUNTY APROVEO 1745 W.33rd Plata INTO MASONRY THROUGH 18Y WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS r W.—Jj MULLION (UNDER SEPARATE APPROVAL). M,l",,Fwdt=2 �. (FOR MAX.ANCHOR SPACING AND NUMBER 1, 2, 3. 4. 8. AND B OF 8). (I ( Phi (M)354-0652 OF ANCHORS REFER TO £LI:VATMS AND TYPICAL FOR JAMBS. HEAD AND SILL TYPICAL ANCHORSFox(305�828-5i 18 DESIGN PRESSURE CHARTS ON SHEETS 1/4s SMS THROUGH METAL. :tt 4 .° 1, 2, 3, 4, 5 AND 8 OF 8) (FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR JAMBS, HEAD AND SILL. t I I OF ANCHORS REFER TO ELEVATIONS AND r I DESIGN PRESSURE CHARTS ON SHEETS :les ° �• I-. 1, 2, 3, 4, S, AND 8 OF 8). q' •�q; N I I' t TYPICAL FOR JAMBS. HUD AND SILL. :e;se ff•,.:; ATTACH MANT TO WOOD ATTAC)�VIENT TO MASONRY_ - ATTACHMENT TO MULLION DETAIL • •4•• 6666•• 00 • 3/4" MAX HIGH STRENGTH GROUT M Q cci • 1 4" MAX. MUST BE MIN. 3 KSI .b. •• •• ••i ••••i• SHIM SPACE NON-•SHRINK: NON—MEIALIC, •• 4• • TYPICAL ANCHORS OR 1 BY WOOD BUCK BY OTHERS, y • • :00011: MUST' BE PROPERLY ATTACHED TO tJ • •• + • 6666•• 1/4" SMS THROUGH METAL TRANSFER OWING SYSTEM LOADS Qt, • • • ••••• In 1 (FOR MAX,ANCHOR SPACING AND NUMBER TO THE STRUCTURE. SHALL BE . . .• • Of'ANCHORS REFER TO ELEVATIONS AND APPROVED BY BUILDING OFFICIAL L7 • • 4•• • 00:00 10 JDESIGN PRESSURE OHARTS ON SHEETS PRIOR TO WINDOW INSTALLATION. • • ••••• •••••• i1 1, 2, 3, 4, 8, AND 8 OF 8. • • •• • um I '` TYPICAL FOR JAMBS. HFAO AND SU L a • • • OTIrml *' v.+.,a +� at t • ' • 600.44 t�� a� �y;Tto�i,kdr 1 4'L MAX • • 0••••• • __L et •.a ° ;`t" 9NIM &'ACff s • i ••• •••••w .I• q 1"4 e 'i a. q4 ` d �t I fir$ '• ••i• • • • y •O°T'r °cV "°1 4• ATTACHM NIT TO METAL-STRUCTURE a ¢, o \- (STEEL OR ALUMINUM 1/0" MN. THICKNESS) 2 1/2" MIN. TYPICAL ANCHORS q m r a 11N/To ULMASONRYLTATHROUGH BY EMBEDMENT R NON—SHRINK NON—METALLIC bROUt 2 1/2" MW. \-7j4'M' UL=oRSl[ ?FOff MAX, ANCHOR SPACING AND NUMBER 1/2" MU EMBEDMENT OF ANCHORS REFER TO ELEVATIONS AND O MASONRY DESIGN PRESSURE CHARTS ON SHEETS OR MAX. ANCHOR SPACING AND NUMBER 11 21 31 4. 8 AND 8 OF 8). ANCHORS REFER TO ELEVATIONS AND TYPICAL FOR SILL ONLY. cwa DESIGN PRESSURE CHARTS ON SHEETS 1. 2. 3. 4, 5, AND 5 OF 8). ATTACHMENT TO MASONRY TYPICAL FOR MLL ONLY. ATTACHMENT TO PRE-CAST SILL - . • i1ROAtICT IUi$SI Y'ROOUCT itBV18BU as c4mplyhhytgg wNh ithio7bI ss aomplylsg wilh fl vbms t DRAWING Re. !iaWlt•CatB Ibund a AeeeptaaceAl•R�- , ncaaptaaa•t�lo/ • / PW08•--01 Ssp- Irallai �Ce lit cet Dnle < lc/ DATEt 08-18-08 YEKAL SBCT1,©ATS h1lami Pr�duNC Mtatrd opm 1z. SCALE: 1 FRAN01130 I EgE NANz SHEET 7 OF B MATERIAL LIST 1 ITEMS PART DLSCARMON MAT RIAL 2 1 sw-104 HEAD. SILL.AND JAMB 8083-T8 Sut19hIA8 h OWB 8 Mmulaphirho, IRC. SSW-101 OUZJNO BEAD 8083-T8 1745 W.33rd Moo S 2 Mateah,Fbddo 31012 Nu(308)304-0982 Fmu(398)828-8118 3 ANCHORS SEE ELEVATION SHEETS 5 4 8" X 1" PH S.M.S ASSEMBLY SCREW 2 Lm .340" LAMINATED GLASS/HEAT ST& SEEOLAZINO oun SHEET 8 4 3 rQ 4 2 $ ,JJ` T 2 _ 8 STRUCTURAL SO.ICONE DOW CORNING Is t g 899 a fW�' • • • (� •0900. 9 . . 9. . •0669. SECTION A-A SECn0N B - :...:. 6 • .. . ..... GLAZING DETAIL • •• • SAKEX RIG R A' SOLUM •••• OLUM �"' Imo'-�,0��-'-"� OX4 1— R I 0395 1.372' 1 18" HEAT 1/8" HEAT 0,0 STRENGTHENED STRENOT MW �► 0. are ITEM No. V ITEM No, 2 PART $W-101 PART 80-101 PRAMS GLhmo BRAD DUSSH BPfE -MODUCTIME4t ! jucrttw dlo as eotopiyla$Wim ae vI.rws aRAWQ1G No. 4999 tPlYluBwiththsnavlft ButCdingCodp .9ntdinyCods Acceptance Na1 PW08-0 1 Aa,ePtaneo No Y - 6s x alt Date + DOW CORNING $99 tpiralleu Date gf} DATE,Q8-1.A-6B DY By epm at ! ,�l,��-'��,. SOALEt 1 2 1111amt adch6dadco s of 8 t P ERtvnc3 3 t SHE�if