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RC-14-1865 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237836 Permit Number: RC-8-14-1865 Scheduled Inspection Date: June 30, 2015 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: TOLEDO, JORGE & MAGALYS Work Classification: Addition/Alteration Job Address: 1279 NE 97 Street Miami Shores, FL 33138-2559 Phone Number Parcel Number 1132050090440 Project: <NONE> Contractor: LONGA CONSTRUCTION INC Phone: (954)254-0491 Building Department Comments IN CLOSE EXISTING PORCH TO LIVING SPACE. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments specto Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 29, 2015 For Inspections please call: (305)762-4949 Page 27 of 39 T Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233975 Permit Number: RC-8-14-1865 Scheduled Inspection Date: May 05, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Slab Owner: TOLEDO,JORGE & MAGALYS Work Classification: Addition/Alteration Job Address: 1279 NE 97 Street Miami Shores, FL 33138-2559 Phone Number Parcel Number 1132050090440 Project: <NONE> Contractor: LONGA CONSTRUCTION INC Phone: (954)254-0491 Building Department Comments INCLOSE EXISTING PORCH TO LIVING SPACE. Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 04,2015 For Inspections please call: (305)762-4949 Page 35 of 40 C00j�Oq S0/�9s KEANE SOIL PRETREAT & COMPACTION, INC. Z pJAs (954) 462-0607 �i ' o, Notice of Preventative Treatments for Termites (As required by Florida Building Code(FBC) 109.2.2 �l r Address of Treatment q Dat Ti Applicator -,,1- Prodb6t used Chemical used Gallons applied Perce oncentration Area treated linear feet treated "C- V'k od-0 Stage of treatment As per 109.2.2 --If soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this line Miami Shores Village Building Department - �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �' _-=----- - -- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 )0 � r BUILDING Master Permit No.�C 1 (4 (j(35 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP � CONTRACTOR DRAWINGS JOB ADDRESS: � Z � � /�I F 17 S 14 City: Miami Shores County: Miami Dade zip: 3 3 3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: / Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): J O r !�,et �w Phone#: Address: /2. 71 /t/o!57 17 !�0(_ City: 2�i4 State: Zip: Tenant/Lessee Name: Phone#: Email: ( � _ , f�T t/• C vim✓` CONTRACTOR:Company Name:— Z"'5/l-` 77'ye- 7/�..� Phone#: Address: �v� /� of -9 / City: State: / zip: 3 3 13 Qualifier Name: o l't '/f- Phone#: State Certification or Registration#: D 10 2_S- 5'— Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z Square/Linear Footage of Work: �{ Type of Work: ❑ Addition Alteration ❑ New ❑ epair/Replace ❑ Demolition Description of Work: t. i V")4 S C �— Specify color of color thru tile: 1/0/y Submittal Fee$So -p Permit Fee$ CCF$ �' CO/CC$ Scanning Fee$ 5L4 "uc) Radon Fee$ DBPR$ I `� Notary Technology Fee$ L J Training/Education Fee$ Z Double Fee$ � Structural Reviews$ �L� ,t w � Bond$ TOTAL FEE NOW D(U'')E,$ 1-V (Revised02/24/2014) - jN� 5 << 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence a such posted notice, the inspection will not be approved and a reinspection fee will be charged. G G� Signature Signature OW R or AGENT CONTRACT The foregoing i nt was acknowledged before me this The foregoing instrument was acknowledged before me this day of AOL,0�� 20 �� by l� day of �� 20 �� by or 4,e le J4 who is personally known to 0SG4 �cvLCj,� who isso—r'va y known to me or who has produced N q tYZV-- 'u2 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ,11�1 _ , ;IIIIII L Sign: . Sign: n r Print: J Print: Seal: = Seal: 11 — APPROVED BY Plans Examiner ` C Zoning /t i Kil Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 LONGA, OSCAR LONGA CONSTRUCTION INC 1075 NE 89TH STREET MIAMI FL 33138 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range ,4 STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGC047255 ISSUED: 07/03/2014 serve you better. For information about our services,please log onto www.myfloddalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you,subscribe LONGA,OSCAR to department newsletters and learn more about the Department's LONGA CONSTRUCTION INC initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31,2016 L1407030001086 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD .` CGC047255 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 0 LONGA, OSCAR LONGA CONSTRUCTION INC 1075 NE 89TH STREET MIAMI FL 33138 ■ ISSUED: 07/03/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407030001086 012525 Local Business Tax Receipt - Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY \ILBT-I/ 6659479 BUSINESS NAMFULOCATION RECEIPT NO. EXPIRES LONGACONSTRUCTION INC RENEWAL SEPTEMBER 30, 2015 1075 NE 89 ST 6930656 Must be displayed at place of business MIAMI FL 33138 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED LONGA CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CGCD47255 $75.00 07/17/2014 CHECK21-14-023392 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualficaWns,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and ra pirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Se-276. For more information,visit www miamidade.govhaxcollector t fa�4b�ra'N' . JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION *CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This Certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 7/14/2014 EXPIRATION DATE: 7/13/2016 PERSON: LONGA OSCAR FEIN: 550838374 BUSINESS NAME AND ADDRESS: LONGA CONSTRUCTION IP 1075 NE 89 STREET MIAMI FL 33138 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an offer of a corporation who elects exemption from this dopier by ting a certificate of election under this section may not recover benefits or compensation sunder this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shah be subject to revocation if,at airy twine after the OV of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the regt*enxx s of this section. DFS-F2-DWG252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 08/12/2014 TUE 10: 39 FAX 14002/002 OP ID:MCAR CERTIFICATE OF LIABILITY INSURANCE DAT0 "'"Y' 06/111/11114 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 TH9 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 pollcy(les) must be endorsed. If SUBROGATION 19 WAIVED,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 lieu of such endorsamen s. PRODUCER 305-442-9607 NAME Pax Insurance Marketers Inc. 2600 Douglas Road gulte 712 305-447-8527 AIC No Coral Gables,FL 33134 MAIL Maria Iglesias ADDRESS: .LONOA-1 INSURERS)AFFORDING COVERAGE NAICiV INSURED Longa Construction Inc. INSURER A:Evanston Insurance Company 35378 1075 NE 89 Street Mlaml,FL 33138 INSURER 8: INSURER C: INSURER 0: INSURER H COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED AeOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. Iim NR TYPE OF INSURANCE UB POLICY NUMBER !DO 1'Y MMLICY CYY LIMITS XP GENERAL UAIJIUTY EACH OCCURRENCE i 1,000,00 A X COMMERCIAL GENERAL LIABILITY DM0380 10/30/7 70N3QN'74 PDAMAGE TO RENT REMIE (Es oaurrarta 9 100,00 CLAIMS-MADE �OCCUR MED EXP An one person) i 6,40 PERSONAL A ADV INJURY S 1,000,00 GENERAL AGOREGATE 4 2,000,Of1 GEML AG(3REOATE LIMIT APPLIES PER: PRO- PRODUCTS-COMPlOP AGG s 'I,000,QQ X POLICY LOC Em 13en. 3 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT i ANY AUTO (Es accldern) ALL OWNED AUTOS BODILY INJURY(Per Parton) i SCHEDULED AUTOS BODILY INJURY(Per aocldenl) $ HIRED AUTOS PROPERTY DAMAGE i (tier aceldent) NON-OWNED AUTOS i S UMBRELLA LIAR OCCUR PJICB88 uwa EACH OCCURRENCE CLAIMS-MARE AGGREGATE i DEDUCTIBLERETENT •� S WORKERS COMPENSATION $ �I AND EMPLOYERS'DABILITY C TATU- OTH- OFFIOERIMEMBANY ER EXCLUDED? NIARTNEY� NIA E.L,EACH ACCIDENT 6 (Mandatory In NN) 0YYes deecrlbe under E.L.DISEASE-EA EMPLOYEE $ DESGtRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT i DESCRIPTION OF OPERATIONS I LOCATtONe I VEHICLES (At(aoh ACORD 101,Additional Remarks BeneaWe,If man spaea Is required) Reis. Covderagge Isential isub subject to 1orme,condltlonnterior e deducilble and exclusions as shown In the policies.LIc#C00047256 CERTIFICATE HOLDER CANCELLA ION VILLAMI RHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138-2382 AUTHORIZED REPREOrNYATIVE Q l� ®1968-2009 ACORD CORPORATION. All rights reserved. ACORD 26(2009109) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 1 1/12/2015 producer. Plymouth Insurance Agency This Certificate is Issued as a nwtter of informat hm only dna confers no 2739 U.S. Highway 19 N. rights upon the twee Holder. This certificate dam not amend,extend Holiday, FL 34691 or alter the coveruja affin by the policies mow. (727)938-5562 Insurers Affording Coverage NAIL# insured: South East Personnel Leasing,Inc. 8r Subsidiaries Insurera: Lion lrisurarlceCorripany 11075 2739 U.S.Highway 19 N. Insurers' Holiday,FL 34691Insurer-C. Insurer D. Insurer E_ Coverages The policies of insurance liKed below have been issuedtothe insured named above for the Policy Period indicated. Notwithstanding any requdemeM,term or condition of any contract or doer document with rasped to which this certificate may be issued or may pertain,the instca ce afforded by the polities described heinm is subject to at the terms,exclusions,and coi bons of such policies.Aggregate limits shone may have been reduced by pad claims. INSR ADDL Polity Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DDNY) (MM/DD/YY) GENERAL LIABIIJW Each occurrence By= mercc'a]General Liability Damage laims Made ❑ Occur ce)rated prrmises(EA Med Exp Personal Adv Izrjury ral aggregate knit applies per GencrA Aggregate Policy ❑Project 0 LOC Products-ConpJOp A99 OMOBILE LIABILITY Combined Single Limit (FA Accident) Any Auto Badly Injury All Owned Autos (Per Person)) ' Scheduled Aum Hired Autos Bodily Injury Non-Oxned Autos (Per Accident) Property Damage (Per Accident) IXCESSlUMBRELLA LIABILITY Each Occurrence Occur El Claims Made AWregate DedurJtbte A Workers Compensation and WC 71949 01/01/2015 01/01/2016 x wCStara CITH- Employers'Liability Limits ER Any proprietodpartnedexecutive offioerlmernber E.L.Each Accident $1.000,000 excluded? No E.L.Disease-Ea Employee $1,000.000 If Yes,describe under special provisions below. EL Disease-Policy Limits $1,0110,000 otter Lion Insurance Compare ite A.M.Best Company Pat ed A-(Excellent). AMB#12616 Descriptions of Operations/Locations/VehicGes/Exclusions added by EndorsementfSpecial Provisions: Client ID: 92-67-109 Coverage onty applies to active employee(s)of South East Personnel teasing,Inc&Subsidiaries that are leased to the following-Client Company': Dtacon construction,LLC- Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s,,while working in R_ Coverage does not apply to stahAnry employee(s)or Independent conbactor(s)of the Client Company or any other entity. A list of the active employees)leased to the client Company can be obtalxd by faxing a request to(727)937-2138 or by calling(727)938-55W- Project Marine-- Longa arineLwlga ConStructiot is also listed as an addtiorial insured beciin Date 130 2073 CERTIRCATF HOLDPR CANCELLATION 1 Sbuuicl any of the above described policies be cancelled before the expiration date thereof,the issuing Miami Shores Village Bldg.Dept insurer will endeavor to nail 30 days whiten notice to the rartilkate holder named to the left,but failure to 10050 NE 2nd Ave. do so shat impose no obligation or lability of any kind upon the ins rar,its agents or representatives. Miami Shores,A.33138 �� r ` a SNORES G Miami shores Village Building Depart t long .....t" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LpRipp► Fax: (305) 756.8972 IT COPY Page 1 of 1 Permit No: 1 $65 Structural Critique Sheet STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf • HOLLINGSWORTH ROBERTSON ARCHITECTURE -7 December 2, 2014 To: Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, Florida 33138 Re: Toledo Residence- Permit RC14-1865 Revision 1 - Building Comments 1279 NE 97 Street Miami Shores, FL 33138 Dear Building Official: Please find the following responses to your plan review comments: BUILDING COMMENTS 1. On the site plan show the locations of the utilities providing service to the building. RESPONSE: UTILITIES LOCATION IS NOTED ON 19/A-1. 2. Health department approval is required. RESPONSE: BY OWNER/CONTRACTOR 3. Miami shores village ordinance does not allow the use of wood on the exterior wall of the building. RESPONSE: STEEL FRAMING EXTERIOR WALL SYSTEM TO BE USED.SEE SHOP DRAWINGS 4. Building section 17/A-4 has a note stating that the existing low slope roof system is insulated with a rigid R-19 insulation. We do not have records of an insulated roof system from this property. Provide copy of the approved permit and inspection for this system. RESPONSE: EXISTING FLAT ROOF TO REMAIN. DETAIL 17/A-4 REVISED WITH NEW R-19 BATT INSULATION. PLANNING CRITIQUE 1. Rear addition is not included on permit. RESPONSE: THERE IS NO REAR ADDITION.THE EXISTING COVERED SCREENED PORCH IS BEING ENCLOSED. 2208 NE 26 Street Ft. Lauderdale, FL 33305-1538 T.954.630.1398 F.954.630.1399 • HOLLINGSWORTH ROBERTSON ARCHITECTURE Page 2 of 3 2. Flat roof addition may not exceed 300 SQ FT in area. RESPONSE: THE FLAT ROOF IS EXISTING,IS NOT AN ADDITION 3. All additions and changes to the facade required approval by the planning and zoning board. RESPONSE: PROJECT HAS NO ADDITIONS,IS AN EXISTING SCREEN PORCH WHICH IS BEING ENCLOSED. EXTERIOR SCREEN TO BE REPLACED WITH NEW METAL STUD WALL SYSTEM,WITH STUCCO FINISH,NEW WINDOWS,AND DOORS. 4. Before and after elevations area required. RESPONSE: NEW SHEET A-2.1 HAS BEFORE ELEVATIONS STRUCTURAL CRITIQUE REVIEWER COMMENTS 1. S-1 Specify design criteria&shop drawing requirements for wall. RESPONSE: THESE ITEMS ARE NOW SPECIFIED IN S-1 2. Specify correct version ofAC1318-08 on S-1. RESPONSE: THE CORRECT VERSION IS SPECIFIED IN CONCRETE NOTES ON S-1. 3. Review&approve metal wall shop drawings E of R. RESPONSE: SHOP DRAWINGS HAS BEEN REVIEWED AND APPROVED ON FIRST AND LAST PAGES. MECHANICAL CRITIQUE 1. Need mechanical plans. RESPONSE: SHEET M-1 INSERTED IN PACKAGE. 2. Need mechanical application. RESPONSE: PROVIDED BY GENERAL CONTRACTOR ELECTRICAL REVIEWER COMMENTS 4. Need electrical plan and application. RESPONSE: SHEET E-1 &E-2 INSERTED IN PACKAGE. APPLICATION PROVIDED BY GENERAL CONTRACTOR 2208 NE 26 Street Ft. Lauderdale, FL 33305-1538 T.954.630.1398 F.954.630.1399 HOLLINGSWORTH ROBERTSON ARCHITECTURE Page 3 of 3 PLUMBING CRITIQUE 1. FBC 107.1 Provided on-site septic system on plans show tank and drain field. RESPONSE: LOCATION OF SPETIC SYSTEM SHOWN ON SITE PLAN 19/A-1. 2. Provide health department approval. RESPONSE: BY OWNER/CONTRACTOR 3. Need plumbing application. RESPONSE: APPLICATION PROVIDED BY GENERAL CONTRACTOR. l Sincerely, James M. Hollingsworth, RA (FL Yegistration AR13919 2208 NE 26 Street Ft. Lauderdale, FL 33305-1538 T.954.630.1398 F. 954.630.1399 i OR ♦SNC.I Gi t� �� •.•..� Miami Shores Village Building Department �OR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: (NAME) ontractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) / Address: /2 7 �- RF j''?. S From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Bu' ' e men o ontinue permitting process. Acknowledged by: (Si ature) PERMIT CLERK INITIAL:A_ RESUBMITTED DATE: PERMIT CLERK INITIAL: 'a• .a Pa e i of 31 JAN dum 9 ZU14 By STRUCTURAL CALCULATIONS FOR: TOLEDO CONVERSION . . ' . . .... ...... LIGHT GAUGE FRAMING •••:•• ""' . .... .... . . .... .... ..... ...... . .. ..... .. .. .... ...... AT . . . . . ...... 1279 NE 97th MIAMI SHORES, FLORIDA 33138 O FRAMING t JOR NZ �Z F.E. 34241 a �t ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . LUIS MEJIA, P.E., INC. ••• . .. . . . . .. . . .. . . . . . . . . . . Tc the best of our Imor, and professional jud^ment, this •• ' d—umcnt conforms with the general design cons ~t, and the ••• •• ' ••• ' ,t of the construction documents. The Con:;%au*:,r remains rccl,onsiblc for the accuracy and completcnc.:> J �iio work, •• ••• •• 0. .0 to, all c u r,tities and dimensions, for corn, .. . .;' -.;; :ath all ' . . . . . ... a- Ile, b!c bu!!ding codes and local regulation,, for the " ' •• .. { ••• • • • . . P in n E-nd performance of the equipment or :::y ac;:is hero in ,.,ated REVIEWED, EY:—_ �� '� ""1 DATE: ✓I Z� /� 4 Page_�� ,� � �� Pa e 1 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 1. DESIGN CRITERIA a.) Code Reference Shooting Station are design in accordance with The F.B.C. 2010, ASCE 7-10 and AISC. b.) Wind Loads Wind loads are calculated as a Component and Cladding, using the following parameters: Directional Factor Kd = 0.85 Expousure : C Basic Wind Speed : 175 MPH FOR LIGHT GAUGE FRAMING WALL 54 PSF (ASD) OR 89.6 (LRFD) .. ... ...... . .. ... c.) Dead Loads Dead Loads consist on self-weight of structural steel (Frame), existing structur•�D finishes;; .. .. .... .. ... d.) Live Loads ...... .' 40 psf as per FBC 2010 • e.) Computation Method Calculations are based on ASD method f.) Basic Information 550NF150-43(18Ga) Material: Steel ASTM A-446, Fy = 50 ksi 10971 NW 79th ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com Al _/0"UN M @ ... = � Page 2 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 2. WIND LOAD CALCULATIONS ASCE 7-10 WIND LOADING(ASCE7-10) Using the components and cladding design method •••. . . .... .. ..• 00 00 ... .... .... . . -4 - - 71.5 ft _ 60.3 ft •••••r ••i••• •• ••• Plan Elevation •••••• . • Building data •• ••• .. . . ••• Type of roof; Monoslope �.. Length of building; b=71.50 ft Width of building; d =60.25 ft Height to eaves; H=10.00 ft Pitch of roof; ao=3.0 deg Mean height; h =10.00 ft General wind load requirements Basic wind speed; V=175.0 mph Risk category; II Velocity pressure exponent coeff(Table 26.6-1); Kd=0.85 Exposure category(cl.26.7.3); C Enclosure classification (cl.26.10); Enclosed buildings Internal pressure coef+ve(Table 26.11-1); GCP;_p=0.18 Internal pressure coef—ve(Table 26.11-1); GCP;_„=-0.18 Gust effect factor; Gf=0.85 Topography Topography factor not significant; Kt= 1.0 Velocity pressure Velocity pressure coefficient(T.30.3-1); KZ=0.85 Velocity pressure; qh=0.00256 x KZ x KZ,x Kd x VZ x 1 psf/mph 2=56.6 psf Peak velocity pressure for internal pressure Peak velocity pressure—internal (as roof press.); q;=56.64 psf 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com F. .... Page 3 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 Equations used in tables Net pressure; p=qh X [GCP-GCP;]; Components and cladding pressures-Wall(Figure 30.4-1) Component Zone Length Width Eff. area +GCP -GCP Pres(+ve) Pres(-ve) (ft) (ft) (ft) (psf) (psf) Wall; 4; 7.8; 1.3; 20.3; 0.85; -0.94; 58.4; -63.5 Wall; 5; 7.8; 1.3; 20.3; 0.85; -1.16; 58.4; -76.0 Window 1; 4; 5.0; 2.0; 10.0; 0.90; -0.99; 61.2; -66.3 Window 1; 5; 5.0; 2.0; 10.0; 0.90; -1.26; 61.2; -81.6 Window 2; 4; 3.5; 4.0; 14.0; 0.88; -0.97; 59.9; -65.0 Window 2; 5; 3.5; 4.0; 14.0; 0.88; -1.21; 59.9; -78.9 • • 10. 00 • •• •• •••• •• Y•• • •••••• • • • • • • • • • • i N • • • •• ••• 00 0 41 see • • • 11" Sit Component Zone LRFD Wind Pressures ASD Wind Pressures Positive Negative Positive Negative Wall 4 58.4 63.5 35.04 38.1 Wall 5 58.4 76 35.04 45.6 Window 1 4 61.2 66.3 36.72 39.78 Window 1 5 61.2 81.6 36.72 48.96 Window 2 4 59.9 65 35.94 39 Window 2 5 59.9 78.9 35.94 47.34 Components and cladding pressures-Roof(Figure 30.4-2A) Component Zone Length Width Eff. area +GCP -GCP Pres(+ve) Pres(-ve) (ft) (ft) (ft) (psf) (psf) Existing 1; 15.0; 1.3; 75.0; 0.21; -0.91; 22.2; -61.9 Joist; Existing 2; 15.0; 1.3; 75.0; 0.21; -1.19; 22.2; -77.5 10971 NW 79`h ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com _UN__., F V. Page 4 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 Joist" Existing 3; 15.0; 1.3; 75.0; 0.21; -1.31; 22.2; -84.5 Joist; 63.5 ft 4 ft .,, Y i t mi - •••••• • •• ••• • 00 in •• ••• i[' • 00 • • • • • •• 0% 4 ft 13 2 ', ••• :• ••: W - •• • • ••• • • 00- 63.5 ft -- lot ••.• Plan on roof 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com we� Page 5 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 3. LIGHT GAUGE COLD FORMED WALL SYSTEM DESIGN 3.1. STUD WALL SYSTEM LOADS: DL(-y) = 25 psf LL(-y) = 30 psf WL(x) = 78.9 psf x 0.6 = 47.34 psf(ASD), WL(y) =84.5 psf x 0.6 = 50.7 psf(ASD) Wall Studs @ 16" O.C. Max. DL(-y) = 25 psf x 7.5ft = 186 Ib/ft LL(-y) = 30 psf x 7.5ft = 225 Ib/ft WL(x)= 78.9 psf x 1.333 ft = 105 Ib/ft WL(y) = 84.5 psf x 7.5ft = 634 Ib/ft USING ASD METHOD AND AISI AND AISC DL = 186 Ib/ft i I i is •• ••• Lt _-cs - _ - xs ra r3 • :: y • •• •• •••• •• ••• LL = 225 Ib/ft 00 • •• 009•• • 1 i; l_ . z,ur 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com I` M Page 6 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 WL(y) = 634 Ib/ft tiN#r'*!�I•tj d}�+t �i�l3i t+�:# !C €� II � �� I P ��t'��23`ti i��t9 A :f i'� a!A�Ci.' Bii� tiGl t�{!- r:. t fi i ... ( c li ' I .r a___ s f ._+!".,,..-:F .3�c# .1 '�, c.v 3 L''S' •. 'p�� y ,ems _ WL(X) = 105 Ib/ft 3a { zj ( f, • ,€ gq _ :� t SSS i,i•. • • • • i- }33 x • • • • •• ••• rr''p lir'.'�\'rK, f*f'S r r ,' t W'�i • •• ••• r • • • 10971 NW 791h ST, Coral FL 33178 TEL:(786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com A ' KII� z �g Page 7 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 Design Results _CTI -,,-I Za_1°'c8 ; ;?4' h,i .1k770-n 11 _q goi.�'s- .� _ _�i �. ,.ir c,•>o<-oo.�� 01,,',I u1 17<,?a 1,0 0.1 m- o o a C R �r Wit",T. V%t • • •w•• •• ••• •••••• • •• ••• • •••• •••• • • •••• •••• •• •• •• •• •••• •• ••• • 10971 NW 79`h ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com W s ion Page 8 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 Model Summary Structure Type: Space Frame 137 Nodes,and 698 Degrees of Freedom 193 Member Elements The model is linear. The model will have 698 unique mode shapes. The size of the model is: 328.3 in, in the X direction 93.95 in, in the Y direction 0 in, in the Z direction Load Cases Load Case Design Checks Seismic Type Results Analyze? Envelope? 1 DL -NA- -NA- Yes Yes No (2)LL -NA- -NA- Yes Yes No 3 WL Y -NA- -NA- Yes Yes No 4 WL Z -NA- -NA- Yes Yes No ( 9)0.6DL+0.6WL Allowable(ASD) -NA- Yes Yes No 10 CL+ LL Allowable ASC -NA- Yes Yes No Design Groups Grou /Mesh Elements LL Factor Unity Design Shape Overstren th Specification Frame 184 1.000 0.84 550NF150-43 No 2012 NAS/US ASC Member Unity Checks Membe Unity Controlling Check Model Design Material Referenc Specification r Case Shape Shape e COL001- 0.20 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASD COL001- 0.20 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 5SONF150-43 ASTM A653 C5.1.1 2G"NAS/US 2 Grade 50 a %Q..* COL002- 0.12 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 • 0.3••1 J012 JAS/US • 2 Check Grade 50 AC?••• • COL002- 0.08 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 012 NAS/US • ••• 4 Check Grade 50 •••••• ASC• • COL002- 0.05 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 •".43+1 P22ff�S/US • • 5 Check Grade 50 0000 AiR e• .• ,• COL002- 0.15 C+L Weak Flexure+Shear 550NF150-43 5SONF150-43 ASTM A653 ••"•3,•1 •?012.vS/US • 6 Check Grade 50 .00000 • COL002- 0.12 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US •i • 7 Check Grade 50 :00:** ASCD • COL002- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3•1 •:-012.j95/US •• ••• 8 Check Grade 50 • • OPSD • • COL002 0.16 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 •43.3.1 2@1244S/US •• s 10 Check Grade 50 • • • COL002- 0.03 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 11 Check Grade 50 ASC COL002- 0.01 0.6CL+0.6WL Axiai+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 12 Grade 50 ASC COL002- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 13 Check Grade 50 ASD COL002- 0.02 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 14 Check Grade 50 ASC COL002- 0.12 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 15 Check Grade 50 ASD COL002- 0.04 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 16 Check Grade 50 ASC COL002- 0.05 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 17 Check Grade 50 ASC COL002- 0.13 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 18 Check Grade 50 ASC 10971 NW 791h ST, Coral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com A Page 9 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 COL002- 0.12 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 19 Check Grade 50 ASD COL002- 0.12 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 20 Check Grade 50 ASD COL002- 0.19 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 21 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 22 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 23 Check Grade 50 ASC COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 24 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 25 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 26 Check Grade 50 ASD COL002- 0.01 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 27 Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 29 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 5SONF150-43 ASTM A653 C3.3.1 2012 NAS/US 30 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 31 Check Grade 50 ASC COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 32 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 33 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 34 Check Grade 50 ASD COL002- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 35 Check Grade 50 ASD COL002- 0.23 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 36 Check Grade 50 ASD COL002- 0.14 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 37 Check Grade 50 ASC COL002- 0.09 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 38 Check Grade 50 • •ASD •96.. COL002- 0.14 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1•• :012 NASNS•• 39 Check Grade 50 eq., ASC • �'•••• COL002- 0.06 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 CI JJ • 012 NAS7030•• • 40 Check Grade 50 'ASD •••,; COL002- 0.03 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.9.1 '�2012 N%US • 41 Check Grade 50 �'•• ASD • �' ;••••• COL002- 0.01 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3--pr••• 2012 N MS 42 Check Grade 50 •• ••' ASD ; •• : COL002- 0.14 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.•l•1•, 2012 N%5t115 �'•• 43 Check Grade 50 : • : ASC • '••••• COL002- 0.18 D+L Weak Flexure+Shear 5SONF150-43 550NF150-43 ASTM A653 0,3.3.1 201]NAS/VS • 44 Check Grade 50 • • ASS 0*••• •• COL002- 0.26 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C1.1.1 • 2012.NAS/US 45 Check Grade 50 ASC ;'• ••••: COL002- 0.26 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 201 AS/!JS 46 Check Grade 50 ASD COL002- 0.02 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 47 Grade 50 ASC COL002- 0.03 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 48 Check Grade 50 ASC COL002- 0.11 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 49 Check Grade 50 ASC COL002- 0.07 D+L Weak Flexure+Shear 550NF150-43 SSONF150-43 ASTM A653 C3.3.1 2012 NAS/US s0 Check Grade 50 ASD COL002- 0.02 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 51 Check Grade 50 ASD 10971 NW 791h ST, Doral FL 33178 TEL: (786) 205-1968-Fax:(305)882-8228-E-mail info@sunsetec.com JH 'MM ,:H MEN0=08M ...... ... Page 10 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 COL002- 0.23 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 52 Check Grade 50 ASD COL002- 0.14 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 53 Check Grade 50 ASC COL003- 0.20 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 5SONF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASD COL003- 0.21 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL004- 0.10 C+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 3 Grade 50 ASC COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 4 Check Grade 50 ASC COL004- 0.17 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 5 Check Grade 50 ASC COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 6 Check Grade 50 ASC COL004- 0.17 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 7 Check Grade 50 ASC COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 8 Check Grade 50 ASC COL004- 0.17 D+L Weak Flexure+Shear 5SONF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 9 Check Grade 50 ASC COL004- 0.13 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 10 Check Grade 50 ASC COL004- 0.10 C+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 12 Grade 50 ASC COL004- 0.77 D+L Weak Flexure+Shear 550NF150-43 5SONF150-43 ASTM A653 C3.3.1 2012 NAS/US 17 Check Grade 50 ASD COL004- 0.46 C+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 18 Grade 50 ASC COL004- 0.43 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 19 Check Grade 50 ASC COL004- 0.70 D+L Axial+Flexure Check 1 5SONF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 20 Grade 50 ASC COL004- 0.21 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 21 Check Grade 50 ASC COL004- 0.42 C+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 22 Grade 50 ; •ASD •••'• COL004- 0.41 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1•• 012 NAS "• 23 Check Grade 50 •••. ASC ' • •�''•• • COL004- 0.15 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.3•; 2012 NAS/US' ' • 24 Check Grade 50 •ASC 0 ••••:. COL004- 0.15 D+L Weak Flexure+Shear SSONF150-43 550NF150-43 ASTM A653 C3.13 1 . 2012 N!E(W • 25 Check Grade 50 +�'• ASC ' �• •••'•• • COL004- 0.16 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3. .I'•• 2012 jVAS/ •.• 26 Check Grade 50 '' ••: ASC• •'' • •.. COL004- 0.16 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 0!301••• 2012 %?MS • 27 Check Grade 50 • ' • ASC • ''�• COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 63.3.1 201;NAS/1JS • 28 Check Grade 50 ' ••• ASD••'•• •••:. COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 ' 2012.NP4SJUS • 29 Check Grade 50 ASD • ; "•• COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/ZJS 30 Check Grade 50 ASD COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 31 Check Grade 50 ASC COL004- 0.17 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 32 Check Grade 50 ASC COL004- 0.10 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 33 Check Grade 50 ASC COL004- 0.06 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 34 Check Grade 50 ASC COL004- 0.15 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 35 Check Grade 50 ASC 10971 NW 79`h ST, Coral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com -,max T. '�. V Page 11 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 COL004- 0.17 D+L Weak Flexure+Shear 550NF150-43 55ONF150-43 ASTM A653 C3.3.1 2012 NAS/US 36 Check Grade 50 ASD COL004- 0.07 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 37 Check Grade 50 ASD COL004- 0.12 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 38 Check Grade 50 ASC COL004- 0.16 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 39 Check Grade 50 ASD COL004- 0.25 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 40 Check Grade 50 ASC COL004- 0.12 0.6DL+ 0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 41 Grade 50 ASD COL004- 0.59 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 42 Grade 50 ASD COL004- 0.13 D+L Axial+Flexure Check 1 550NF150-43 5SONF150-43 ASTM A653 C5.2.1 2012 NAS/US 43 Grade 50 ASD COL004- 0.28 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 44 Check Grade 50 ASD COL004- 0.20 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 45 Check Grade 50 ASC COL004- 0.84 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 46 Check Grade 50 ASC COL004- 0.42 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 47 Grade 50 ASC COL004- 0.13 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 48 Check Grade 50 ASD COL004- 0.13 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 49 Check Grade 50 ASC COL004- 0.18 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 50 Check Grade 50 ASC COL004- 0.08 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 51 Check Grade 50 ASC COL004- 0.46 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 52 Grade 50 ASC COL005- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASC COL005- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ' .ASC •�''• COL006- 0.22 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1•• ?012 NAS "- I Grade 50 ••• ASC ' • "•• • COL006- 0.21 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 ' 2012 NAS/Un' • 2 Grade 50 •��ASD ••••i� COL007- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5!1.1 , 2012 NF.�(VS • 1 Grade 50 "• ASC • •� •'••• • COL007- 0.22 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C . .s••0 2012AS/ 2 Grade 50 0- •• ASC• .00- COL008- '•COL008- 0.10 0.6CL+0.6WL Strong Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 J-3,1. 2012 I1A31195 •�" 1 Check Grade 50 • ' • ASD • •"••• COL008- 0.22 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2011 NAS/SUS • 2-1 Grade 50 ' •0. ASD*''•• ••• COL008- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 • 2012.NAS/US 2-2 Grade 50 ASL' :0' ''•• COL008- 0.18 0.6DL+0.6WL Strong Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 ASRJS • 3 Check Grade 50 ASD COL009- 0.24 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 1 Grade 50 ASD COL009- 0.32 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL009- 0.28 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 3 Grade 50 ASD COL010 0.02 0.6DL+0.6WL Strong Flexure+Shear 5SONF150-43 -NA- ASTM A653 C3.3.1 2012 NAS/US Check Grade 50 ASD COL011 1.08 D+L Weak Flexure+Shear 550NF150-43 -NA- ASTM A653 C3.3.1 2012 NAS/US Check Grade 50 ASD 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com r x. N Page 12 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 COL012 0.02 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US Grade 50 ASC COL013 0.03 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US Grade 50 ASD COL014 0.02 0.6DL+0.6WL Strong Flexure+Shear 550NF150-43 -NA- ASTM A653 C3.3.1 2012 NAS/US Check Grade 50 ASC COL015 1.05 D+L Weak Flexure+Shear 550NF150-43 -NA- ASTM A653 C3.3.1 2012 NAS/US Check Grade 50 ASD COLO 16 0.02 0.6DL+0.6WL Strong Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US Check Grade 50 ASC COL017- 0.33 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 1 Check Grade 50 ASD COL017- 0.30 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 5SONF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASD COL017- 0.24 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 3 Grade 50 ASD COL018- 0.39 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 1 Check Grade 50 ASD COL018- 0.24 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL018- 0.18 0.6DL+0.6WL Strong Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 3 Check Grade 50 ASC COL019- 0.09 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 1 Grade 50 ASC COL019- 0.20 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASD COL019- 0.15 0.6DL+0.6WL Strong Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 3 Check Grade 50 ASC COL020- 0.11 0.6DL+0.6WL Strong Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 1 Check Grade 50 ASD COL020- 0.20 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL020- 0.20 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 3 Grade 50 ASD COL021- 0.20 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASD COL021- 0.20 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 • ASC 000. COL022- 0.09 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.2�•• X012 NAS/ �S.. 1 Check Grade 50 ASC • ••• COL022- 0.20 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 ;•2012 NVws•. •• 2 Grade 50 "•••*ASP • COL022- 0.20 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.10•• 2012 NAS/US •�'' • 3 Grade 50 •9• 'ASD •0009 :0000. COL023- 0.21 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5910L• 2012 NA"WS • • 1 Grade 50 • 0 • ASD • • ''�•• COL023- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.}1 2012 �1y5• •••.•' 2 Grade 50 • *:'' ASC --..:o COL024- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 • 201Z NAS/US •• 1 Grade 50 ; • ASD-•••' • • COL024- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C?.i.1 • 2012 NAS/US ••" 2 Grade 50 ASf e ••• •••• COL025- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 MAS/OS • 1 Grade 50 ASC COL025- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASD COL026- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 Cs.1.1 2012 NAS/US 1 Grade 50 ASD COL026- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL027- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASC COL027- 0.21 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASD 10971 NW 79`h ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com a 1::" r,z :' Page 13 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 COL028- 0.21 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASC COL028- 0.21 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL029- 0.21 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASC COL029- 0.21 0.6CL+ 0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL030- 0.21 0.6CL+ 0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 1 Grade 50 ASC COL030- 0.21 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.1.1 2012 NAS/US 2 Grade 50 ASC COL042- 0.02 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 1 Check Grade 50 ASC COL042- 0.01 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 2 Check Grade 50 ASC COL042- 0.02 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 3 Check Grade 50 ASC COL042- 0.01 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 4 Check Grade 50 ASC COL042- -1.00 550NF150-43 -NA- ASTM A653 2012 NAS/US 5 Grade 50 ASC COL042- -1.00 550NF150-43 -NA- ASTM A653 2012 NAS/US 6 Grade 50 ASC COL042- -1.00 550NF150-43 -NA- ASTM A653 2012 NAS/US 7 Grade 50 ASC COL042- -1.00 550NF150-43 -NA- ASTM A653 2012 NAS/US 8 Grade 50 ASC COL042- -1.00 550NF150-43 -NA- ASTM A653 2012 NAS/US 9 Grade 50 ASC COL042- 0.02 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 10 Check Grade 50 ASD COL042- 0.04 C+L Weak Flexure+Shear 550NF150-43 5SONF150-43 ASTM A653 C3.3.1 2012 NAS/US 11 Check Grade 50 ASC COL051- 0.04 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 1 Check Grade 50 ASC COL051- 0.02 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 2 Grade 50 • •ASC •'••+ COL051- 0.04 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.16+ +2012 NAS/b9• 3 Check Grade 50 90,6_ ASC • "•••+ COL051- 0.21 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3,;•• 2012 NA •• +' 4 Check Grade 50 •'•ASC •••.;• COL051- 0.07 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3!3.1 ' 2012 Nlj�(US • 5 Check Grade 50 '••• ASC • " ;'••+. COL051- 0.05 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C .2:••+ 2012 NA At ' 6 Grade 50 •• ••• ASC: .00 ++ COL051- 0.05 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C65+3 L•• 2012 I AW4,1 •+'••• 7 Grade 50 i • • ASC • '••••+ COL051- 0.05 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 [3.3.1 201-2 NAS4US •' 8 Check Grade 50 • +00 AS:.'•••+ ' COL051- 0.20 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 0.3.1• 2012 NAS/US 9 Check Grade 50 A311 :'• ••••+: COL051- 0.07 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 201YNASf US ' 10 Check Grade 50 ASC COLOSI- 0.05 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 11 Grade 50 ASC COLO51- 0.06 C+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 12 Check Grade 50 ASC COL052 0.02 C+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US Grade 50 ASC COL053 0.08 C+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US Grade 50 ASC COL054 0.07 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US Grade 50 ASC 10971 NW 791h ST, Coral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com Page 14 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 COL055 0.02 0.6DL+0.6WL Strong Flexure+Shear 550NF150-43 5SONF150-43 ASTM A653 C3.3.1 2012 NAS/US Check Grade 50 ASC COL065- 0.09 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 1 Check Grade 50 ASC COL065- 0.60 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 2 Grade 50 ASD COL065- 0.74 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 3 Grade 50 ASC COL065- 0.36 0.6DL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 4 Grade 50 ASC COL065- 0.36 0.6CL+0.6WL Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 5 Grade 50 ASD COL065- 0.69 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 6 Grade 50 ASC COL065- 0.47 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 7 Grade 50 ASC COL065- 0.07 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 8 Grade 50 ASD COL065- 0.06 D+L Axial+Flexure Check 1 550NF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 9 Grade 50 ASC COL065- 0.08 D+L Axial+Flexure Check 1 5SONF150-43 550NF150-43 ASTM A653 C5.2.1 2012 NAS/US 10 Grade 50 ASC COL066 0.47 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US Check Grade 50 ASD COL073- 0.05 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 2 Check Grade 50 ASD COL073- 0.03 D+L Weak Flexure+5hear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 3 Check Grade 50 ASC COL073- 0.02 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 4 Check Grade 50 ASC COL073- 0.05 D+L Weak Flexure+Shear 550NF150-43 550NF150-43 ASTM A653 C3.3.1 2012 NAS/US 5 Check Grade 50 ASC • Y • •••••• ••• • •• • • 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com Page 15 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 STEEL COLD FORMED STUD 10TALLOAD =1 53.8 PSF Ti-IBuT,AR - 1.3 FT SP.}it• = 8.00 FT W=71.7 LBIFT } t t t t f A t 1 t t BENDING IF _ L=8.0D FT = 5713.4 LB-FT ft = ................P.i Sh: _..._ .................... fri 3-53 1, PSI SHEAR t'= 286.7 LB = Lr Av SECTION PROPERTIES IN^4 • 0 00000 • 00 goes DEFLECTION ALLOWABLE DEFLECTION 000000 ;...., • 000:0• :••••i• 00 7" gooses • L : C >< t3 _ L „r .00j0 a goo••• • e gees• 000.0 •es • f? � t 21 IN OIC ***4,00 •• • •0000• •e sg�o• ••000 •:eso ggo••o • • M _ n • • •• • egg••• s Ma — s :0..: ese• s ❑b 0oog go•i• • • 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax:(305)882-8228-E-mail info@sunsetec.com Rn' a ;.'. Page 16 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 where bl = required llesural streiignh cx' hendiiio momclit fair :SSL) cI'IIIil2ti cd li-o r tiow tial loads car cct+rkiii,_, loads desipkm flexural strei'isqh of, herld'ilw ilwnle:w de- t<�riili tt'il fact+7r of safety fkv llexurall kw hetiklhiv strerigth ],(-)7 (}tt the bads t)) Sec. 1.1 l the A1`if Sl)ecifica ion "'HIAlest nonlillal Iloxnral or Ilwrliciit dcleili irwd froth tho follciic>itig, fkml' de itTII c iu4ide-I'i tic�tts: �. Sechoii ,,ttcwoli or he'ridfiig lilt)tIom of ilio' crt7s` soc- tioll c slc ulatcd Literlot'siotial hucklirt >t[c ilk til c-dculatod lechoii Strc(t (h of hi;:tms haviil+i-1 oiic llimge through- fa^OIled to deck iii'sheathiiig de to rnlitled 4. S cor>n sti ilt tli ol` be"Ims li<Iyim-t oleo llal)olc fist flk id to it stmidiiig seam roof systom deteriiiined Then Mn 1. Initiation of Yielding Mn = My = Sx x Fy = 0.531 in3 x 50,000 psi = 26,550 lb — in = 2,212 lb—ft 2. Lateral-Torsional buckling • ...... . .... Mn = S, X Fc • • •••••• • ••• •••••• • it'fltiti' S t`Ia'iS7C itlttetutii, rclatit'r' to 010 e\tivIift' 'PI lihz'r M • • • • • •••• cffeetic: �c'cii��n t:alcEif<itrcl ait �a ,tte�4l' • •••••• • • f'� — cl:Islli or Iiict:ItittC i'i'Ittcal laletaf—Iti>i?.ttMliEf t?3iik11l72 c;III:U1aW • • • • •••• as fi?IlOtt�s: • • •••••• • • 000 •• • • • • 10971 NW 79th ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com J-UN-, v y _. W, Page 17 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 For F. � 2.7IS1, For 2.7STI F, = ehi�;tic critical hucl.limu arcs calctllated For doUbIN', <Itld PO int-syillnletric Sectio>lls: f . v r.,cr, for bendl about the " illilleti <ixi, Si cla,tiC ,ectioll ulodulu, of the full miredt ced ,cctioil relative to the extreme tolliprC„loll fiber For ,iiiLd ,-',mmetriC tiCctl )liti. .1'-aSlti 1, the aRi� of til'tl metry orlcilted 0000 ,ueh that the ,he,u- center h<i, a nc`�atitc .r-cotlydinate. • • 0000 • ••:• For k�(NIII-�V'tlll'lletrt� tieetioti, , time 0.51',. A"-aSlti of Z,ectloil, i5 the •• • 0000•• • • • ••0• c iltrokkil axl-, perpetldlcular to the web. •••�•• • 0000 • • 0000•• • ,alterllati�°eL. F, can he Talc-tilateil t:isiil�.l the ecjuluivn t-11\011 III (ts) fc�r • douhk SSillilietric l-'ectiotl, or (O.Itlt-,1'illitieil"lc ,tCiiollti. •000 0 ••0.00 •ID•0• I _ polar raditl" t l, the kllll i'rk"'." "ecti[,11 2Ihmlt l.he tihe. lr ••00• 0 •• 00*00 • • i'Ciltei" •0• 0• • ••i•0• 0000•• •• •• • it-t • • • 0 00 • I / lE '1..�. \. 0000 • ro = 2.284 in - _ (3.1415)2 x 29,000 ksi _ 7,185 psi ey 1 X 96in 2 0.481 in Q 1 x (11300 x 3.143in) + (3.1415)2 x 29,000,000 x 0.499 25,074psi t 0.39 x 2.2842 (1 x 96)2 , p 1x 2.284x0.39 Fe = X J18S_X25,074 = 20,842 psi 0.607 10971 NW 79`h ST, Coral FL 33178 TEL:(786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com w N��\ Page 18 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 Then Fc = Fe M„ = 0.607 x 20,842 psi = 12,651 lb — tin = 1,054 lb —ft 1,054 lb —f t MQ = =1.67 631.29lb —f t > 573.4 lb—f t OK ...... . .... 10971 NW 791h 5T, Doral FL 33178 TEL:(786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com fNIME ra Page 19 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 3.2. MULLION WINDOW SUPPORT WL = 53.76 psf Tributary = 3.75 ft WL= 53.76 psf x 3.75 ft = 202 Ib/ft USING ASC METHOD AND AISI AND AISC STEEL COLD FORMED STUD? ...................._..._...__._.__ _._. , Ti '. .. LOAD = 53.8 RSF TR16UTARY = 3.8 FT SRAM = 8,00 FT W=201.6 LB/FT BENDING T1�............ L=8.00 FT c, tvi :�1�:=? 1612.8 LB-FT� . • �••••• "":• fh = 16021 2 P-SI •••••• • SNEAK •••:•• • ; •••: ��r�1 � •••• • •••• • • SECTION PROPERTIES • • • ••...• _ 1 208 IPS^'.? •• • 0 1W2 77 DEFLECTION ALLOWABLE DEFLECTION rf-_ L is :'+o 0 1K80 IH I C '27 lid 7OK 10971 NW 791h ST, Doral FL 33178 TEL:(786)205-1968-Fax:(305)882-8228-E-mail info@sunsetec.com Page 20 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 M. MQ =� b where f recltliivd flatmlr:d stretwth or I}owliw1 moillt`w for ASD cot)ll3uted i]'oin nominal loads or wol-king= loads Al, allowable flexural Stroll th or henklim-, 111ollicilt d terlllined I1„ — I<ictor of <I(k�ty for flexural or heti !illi Stren«ih — 1.67 oii tlhe ha it of Sec. 1.1.1 «i' the .=SISI Spee.ificatioll i1, = Smallost 11omil)al ilexurhl strength old 111oflhent determined from tho l'ol]ovkin lour deli-n iOJLSiderations: I. Stiction strcil�'th or hendin y Im"111will eft the cr cc- tioll calculated ?. L itoral—torsional hucklint,_ ,WO11't11 c'&Ltlatod +. Scmioi) 4ireil th of trams li< iil_* olio llitnt!e throtloh- 1`1tqen.,d to deck or Sheathim-, determiilcil -I. S"tioii stiviigth of heail)s hayin- oihe thtml!c fastelled to a "laildill" Fall! roof System deterillined Then Mn *too• • 1. Initiation of Yielding : •�• • good.. • M, = My = SX x Fy = 1.21 in3 x 50,000 psi = 60,500 lb — in = 5,042 Ib —f t *so:** ;0000 .... see • g-og 2. Lateral-Torsional buckling •��• M„ = S, XF, s ••• 14 here S. = Cklvlii IOC6041 thio llltl� mistiye to illi Cklr£1i11C C0111presdiotl filler of '••� : • ••g • e11ei`1kt' 'O':1ioll "aIctt[at Od al a �itt'S� �_ •• • F� elastic of inela,�tic ia'stical lateral topiollal c,llculated ati tc�iltYti'.'s: 10971 NW 79`h ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com Page 21 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 36r� For F, ---' 0.56F,_ clastic critical lateral--torsional buckhng stress calculated For snwdl (JOLIMy, and sections: for hending, about the syllinletry axis S, N elaltiC "Ceti(In MMKILIS Of the. ftdI U111-edUCCd Sedi011 I-Clalke to tile e\lrenie conipre,sion [cher 0000 • Or &Q, symnietric secrionN xmis is the axis of sliunneuy oriented goose* NU('Il that the shear center has is neLative x-cool-(finate. • 00 • :006 :9 For point-stiunietric sections. we 0 51_-,. _r-avis of 7-sections is the 0*0000 0 centroidal axis lo the \1eh. *00:00 0 Alternatively f; can he calculated uAng the eWwthm ghun W 0) for 000000 •0000, doLIN) sVfl`H)Iet6,_: 1-sections (,>J- 0600 66 •66 J, j)okw radia, of Wou of the Rd I cws% section Amt the wir ccn&j, 0 0 or, ro = 2.634 in (3.1415)2 X 29,000 ksi 11,594 psi _'y — 1 x 96in)2 0.611 in (3A4 15)2 X 29,000,000 X�.121 Q = 178 x 2.6342Q X I WOO x 4001) -- X 96)2 22,191 psi 10971 NW 791h ST, Doral Fl.33178 TEL: (786)205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com 4 �� °�", °_ �.,�� s Page 22 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 1x2.634x0.78 Fe = 1.21 X 11,594 x 22,191 = 27,235 psi Then Fc = Fe Mn = 1.21 X 27,235 psi = 32,954 lb — tin = 2,746 lb—ft MQ = 1.667 2,746 —ft — 1,644lb —f t > 1,615 lb —f t OK 0000 . . 0000 0000. 0000.. 0000.. . 0000. 0000.. 0000. 0000 0000 • 0 0 0 • 0000 0000 0000 0000.. . .. 0000 0000.. 0000.. 10971 NW 79`h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com v' Pa e 23 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 si 350PJF150 li ---------------------------------- 55ONF150 _n Gems i•qe;es ` Effe aye Fri ,>,es,i3 Eases Fraperfias 350 ar • • w w Pr�Or,�, •• 4" 7"S } �` : • 3r3 ••••• •••••• • • i 5_re.7s's ••••• _ - • • \ 040H • • • • ••••• _43 '.. t a. 7 �'f l�:� • ••••• U • • •:_ A 04, V2 Vol WSW -i-n,:i"3L ..mit MT M1;ALH,. MKN.'F 10971 NW 79`"ST, Doral FL 33178 TEL: (786) 205-1968-Fax:(305)882-8228-E-mail info@sunsetec.com �s Page 24 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 4. CONNECTION DESIGN 4.1. WALL TO EXISTING BEAM Applied Shear (x) = 47.34 psf x 4ft x 1.333 ft = 253 Ib Applied Uplift (y) = 51 psf x 6.5 ft x 1.333 ft = 440 Ib LAG SCREW TIMBER TO STEEL CONNECTION DESIGN(NDS 2012) Main timber member details Species of main member; Southern Pine Size of main member(Table 1 B); 3 x 8 Number of main member; Nm =1 Thickness of main member; tm =2.500 in Angle of load to grain of main member; em =0° Connected steel member details Number of connected steel member; NS=1 Connected steel member thickness; is=0.065 in Number of interfaces; N,,t=(Nm+Ns)—1 = 1 Lag screw details Lag screw diameter(Table L2); 318" Lag screw root diameter of threaded portion; Dr=0.265 in Length of lag screw; L=3.000 in Washer thickness; W=0.063 in Number of rows of lag screw; R=2 444. Number of columns of lag screw; •.•. C=1 • • . •0000 Total number of la screw; N R C = 2 •• • g total = x •""' ' •••••• • ••••• • Applied load •••• 0000 • Applied load to the connection; P=253 Ib • ' 0000 0000 0000 Dowel bearing length(main)(11.3.5) •••••' " •'•• Size of tapered tip; E=0.219 in '• •• *0000 •• •• •0000. Actual penetration in main member; Past= L-W-is=2.872 in • 0000' 0000•. Dowel bearing length in main member; Im=2.500 in . 0 • • 0 0 0 .0040. 00 Dowel bearing length(connected)(11.3.5) ' 44 0 • 0 Dowel bearing length in connected member; Is=is=0.065 in Bending yield strength(lag screw)(Table 11J to 11K footnote no.2) Bending yield strength of lag screw; Fyb=45000 psi Dowel bearing strength(main member)(Table 11.3.3 footnote no.2) Dowel bearing strength parallel to grain; Fe-par= 11200 x Gm x 1 psi=6160 psi Dowel bearing strength perpendicular to grain; Fe_pe p=6100 x Gm145 X 1 psi/v(D/1 in)=4186 psi Dowel bearing strength for small dia.fasteners; Fe= 16600 x Gmt.ea X 1 psi =5526 psi Dowel bearing strength at an angle of load to grain; Feem=(Fe-par x Fe-perp)/((Fe-par X (sin(gm))z) +(Fe_perp X (cos(em))2)) 10971 NW 791h ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com V� Page 2 5 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 Feom =6160 psi Dowel bearing strength of main member; Fern=6160 psi Dowel bearing strength(connected steel member)(Table 11K footnote no.2) Dowel bearing strength of connected member; Fes=61875 psi Preliminary yield limit equation coefficients(Table 11.3.1A notes) Dowel bearing strength ratio; Re= Fem/Fes=0.100 Dowel bearing length ratio; Rt=Im/Is=38.462 Preliminary yield limit equation coefficient k,; k, _((V(Re+(2xRe2x(1+Rt+Rt2))+(Rt2xRe')))_ (Rex0+Rt)))/(1+Re) kf=1.545 Preliminary yield limit equation coefficient k2; k2=-1+v((2x(1+Re))+((2xFybx(1+(2xRe))xDr2))/(3xFemxlm2)) k2=0.505 Preliminary yield limit equation coefficient k3; k3=-1+\1(((2x(1+Re))/Re)+((2xFybx(2+Re)xDr2))/(3xFemx152)) k3=12.858 Angle of load to grain coefficient k.; ke = 1 +(0.25 x max(em,es)/90)=1.000 Reduction term (Table 11.3.113)1- KD=3.00 Yield limit equations(single shear) Mode Im (eq. 11.3-1); Zim =(Dr x Im x Fem)/(4 x k.)=1020 Ib Nominal capacity of single fastener; Z=1020 Ib Slenderness(Table 11.5.1 C footnote no.1) Slenderness; I/D=6.667 Spacing requirements(parallel to grain loading) End distance(Table 11.5.1 A) 0000 End distance(full strength); aP_fuu=2.625 in 0 0 •0000 0 ••••• End distance(minimum); ap_mm=1.312 in •• ;000;0 '. End distance(actual); a,=3.000 in "':" ' 0 0••• Center to center spacing(Table 11.5.1 B) 0• 00.0 ..0. • Center to center spacing(full strength); s feu=4 x D=1.500 in 000* "" ':•'. Center to center spacing(minimum); s min=3 x D=1.125 in 0 • • - .. .. 0000 ...0. Center to center spacing(actual); s=2.000 in 0••0• 0 0' Row spacing(Table 11.5.1 D) Row spacing; sr.= 1.5 x D=0.563 in 0 0• ••••• Edge distance(Table 11.5.1C) •• • Edge distance; e=max((1.5 x D), (0.5 x srow))=0.563 in Geometry factor C, (11.5.1) End distance(actual); ap=3.000 in End distance(full strength); ap-mi=2.625 in Geometry factor for end distance; Cot =ap/ap full=1.14 Center to center spacing (actual); s=2.000 in Center to center spacing(full strength), s-full=1.500 in Geometry factor for spacing; Coe =s/s full=1.33 Geometry factor; Co=min(1,Co,, CA2) =1.00 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com V� Page 26 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 Adjustment ac or Load duration factor(Table 2.3.2); CD=1.00 Wet service factor(Table 10.3.3); CM =1.0 Temperature factor(Table 10.3.4); Ct= 1.0 Group action factor(eq. 10.3-1); Cg= 1.0 Geometry factor(11.5.1); Co= 1.00 End grain factor(11.5.2); Ceg=1.0 Diaphragm factor(11.5.3); Cd;=1.0 Toe nail factor(11.5.4); Ctn= 1.0 Total capacity of connection Capacity of connection In Shear; Z' =Z x Ntotai x Nint X CD X CM X CA=1020 Ib WITHDRAWAL CHECK: W= 1800xGYxDY1 - (ASD NDS C11.2 1) Where: W : Withdrawal design value per inch of penetration in, lbs/in D : Shank Diameter of screw G : Specific gravity, oven dry weight and volume. For a 5/8" o Lag Screw the nominal withdrawal Capacity is: W= 11,800x (0.53)3'x (0.375)y = 333 Ib/in ...... . ..... • Allowable Withdrawal Design Value per inch of penetration: •""' ••••� W' = CL, xCmxCtx Ce (From ASD NDS Table 10.3.1) •�•• •�•� •�•y Where: • CD = Load Duration Factor = 1 (From ASC NDS 10.3.2) ` .. •. CM = Wet Service factor = 1 (From ASD NDS 10.3.3) �• Ct = Temperature Factor = 1 (From ASD NDS Table 10.3.4) Ceg = End Grain Factor = 0.8 (From ASD NDS 11.5.2) Then: W' = 333 lb/in x1x 1x 1 x 0.8 = 266 lb/in Uplift Capacity = 266 Ib/ft x 4 in = 1,064 Ib > 440 Ib OK Combined Check I 10971 NW 791h ST, Doral FL 33178 TEL: (786)205-1968-Fax:(305)882-8228-E-mail info@sunsetec.com aI Page 27 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 440 253 _ 1,064+ 1,020 0.66 < 1 OK Use (2) 3/8" lag bolt X 4" LG @ 16" O.C. 0000 . •.. 909. 0000 0000•• 0.00.00 9 0000••• 0009•. • • 0000. 9099 0009 0 9 9 9 • 0000 0000 0000 0000.. . .. 00.00. 00 99 0009 09900 909909 9 04 • 9 0006: 0000.. . . 0.00. .. . 9 999 • .9 0 10971 NW 79`h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com Page 28 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 4.2. LIGHT GAUGE FRAME TO CONCRETE CONNECTION 1 Input data Aw,�ho�type atm diameter: KWIK HUS-E2.€KKEZ1 1;2(2 1'45 " lecn,e en ....iler,,,i epflt_ h ? .:;?0 it h 0;�_ ae2 n.r:.tthoC A 1 A 19' tr o ri cY;,t=C t_S .r, 1.LE":`.,.-. Fi rl.te=at. �tacc ,:,rror.r_te 000, ;-Q X1, 1-6 _'',r; cor a,°ii E ^tear co-idllon 0;no s pp en,er,.3 r_: ed,it,PP_. nor - ., A t1t;r (,f-vntetty{int j&L='s:3cfinq[3b,u0bj R.7 CO V 6lt • • •••• •••••• y.. r • X 10971 NW 79`h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228- E-mail info@sunsetec.com Wem,,'M Page 29 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 2 Load case/Resulting anchor forces „i5�aic,�reactizrtas t1 240, 1 -- .k'^ 7c'3.:kc- 0M, kc^27c , COX 00 € 0 3 Tension load t,,,vt RI_„fib] _�paciL�jPi,jiE�� Utdiz,,iO,€t t3� NVAi7- `r`._,a la b I j . •••••• • •• ••• • •••• •••• • • •••• •••• •• •• • •••••• • •• •• •• • • • • • •• •• •••• •• ••• • • • • ••4 ••• 10971 NW 79`h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com Page 30 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 ==Ctrrete Hr, at:,:,tic;Stieri3tti e `c s D.t:'c = = A C. i .Eq R< 70M- � t a.. _ _ e._-.............. ,` __.... Result, _ zk sees • • so or •• e • • e •••se• e •s•s•s • •• •e• • see• see• • • • •ss••• • •• •• s• or •seas• • • • • • •• • 10971 NW 79`h ST, Doral FL 33178 TEL: (786)205-1968-Fax: (305)882-8228-E-mail info@sunsetec.com . .,, � Page 31 of 31 A FLORIDA ENGINEERING CORPORATION C.A#27935 4 Shear load Load V_Iib 47 _ 4.1 Steel Strenstth SEs` 4'3#iil'rlc..=� 4.2 Rry w Stitngth - ;� JJ 0000o see* * r • • • • 0000:o 90 �,•�: � �-1 _ ,. a .� `5 $d�'3 6*4 see es oe •• ••• _ _.........a... __.�.... �.__.. ..__ ............... _.._ _ .._ . m fl trc� • • • • • • •• •• •••• •• ••• *oleo • • • • • r-..a="t#dollon8 • • • •• ••• 66 ,1 10971 NW 79`h ST, Doral FL 33178 TEL: (786) 205-1968-Fax: (305)882-8228-E-mail into@sunsetec.com CARO EXCEPTION TAKEN u i4:VISE AND RESUBMIT O Rc.1ECTEl✓ -'sAUBMIT SPECIFIED ITEM t Q MAKE CORRECTONS NOTED x Corrections or comments made on the shop drawings during this review do not relieve contractor from complc- ante with requiremer%*r ^f *o ter. �_ifrca Holm. lhis �Oeeik lb .s°gin r5r ys;> -0eneral conform- ance with the design concept of the proiect and general compliance with the information given in th6 contract documents. The contractor is responsible for: selecting 1 fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. BY i k DATE WL.i NGSW4HTH ARCWTE rp •••••• •••• • • •••••• • •••••• • • • •••• •••• ••••• •••• •••• ••••• •• • •••••• •••••• •••• •• •• • Air System Sizing Summary for TOLEDO RESIDENCE Project Name: TOLEDO RESIDENCE 14 05/13/20 Prepared by: PME /13/20 4 Air System Information Air System Name-------- TOLEDO RESIDENCE Number of zones___.....----------- _._.__...._____.._ 1 Equipment Class------------------------ ----SPILT AHU Floor Area ------------- - - - ._2325.0 ft2 Air System Type---------------------------- ..._SZCAV Location----------------0000.------------------------Miami Shores,Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM----------------------------Sum of space airflow rates Calculation Months----------------------------------------------- Jan to Dec Space CFM.-..-------------------Individual peak space loads Sizing Data._. ----------------------------------------------------- Calculated Central Cooling Coil Sizing Data Total coil load--------------------------------------- ---------- 4.5 Tons Load occurs at..-------------------_----------- .....................Jul 1700 Total coil load ------------------------------------------------..0000. 53.6 MBH OA DB/WB--------------------------------------------------------------89.9/76.7 °F Sensible coil load -----------------------------------------------50.6 MBH Entering DB/WB---------------------------------- ..........78.4/62.5 °F Coil CFM at Jul 1700 ------------------------------------- 1934 CFM Leaving DB/WB...---.-------------------------------------------------.54.1/52.7 °F Max block CFM ------------------_---------------------------------------1934 CFM Coil ADP. ------------------------------ ---------------------------51.4 °F Sum of peak zone CFM.------------------------------------------------1934 CFM Bypass Factor ...-------------------------------------------------------------0.100 Sensible heat ratio------ --------------- 0.944 Resulting RH----------------------------------------------- -----------------39 % ft2/Ton..--------------------------------------------------------------------------- 520.6 Design supply temp. -.----------------------- --------------------55.0 °F BTU/(hr-ft2)----------------------------------- -_...------------------------------23.0 Zone T-stat Check - - -------------------------------------------0 of 1 OK Water flow @ 10.0°F rise--------------------.-------------------------N/A Max zone temperature deviation..................._-------- -----2.8 °F Central Heating Coil Sizing Data Max coil load------------------ -----------------------------------------------15.0 MBH Load occurs at... ------------------------------------------------ Jan 0700 Coil CFM at Jan 0700—-----------_-------------------------------1934 CFM BTU/(hr-ft2) ..........------------ - - 6.5 Max coil CFM----------- .._--------------------------------1934 CFM Ent. DB/Lvg DB------------------------------------------------------56.3?e3§ °F Water flow @ 20.0°F drop ------------------------------N/A • • .••• ...••. 0000•• •• • 0000•• Supply Fan Sizing Data • 0000.. Actual max CFM--------- -------------------------1934 CFM Fan motor BHP--------------------------------- 0.40 BHR•••.: Standard CFM �••T" • • --------------------------------------1933 CFM Fan motor kW--------------------------------= =-------------•----•0.32 kW' • Actual max CFM/ft2-------------........-----------------------------------0.83 CFM/ft2 Fan static.... ---------------------•"' 0075 inwg•••• ----------------------------- •%0 00.00 Outdoor Ventilation Air Data .•..•• • 0000•. Design airflow CFM - 50 CFM CFM/person- --------------------------- ------------- ---------- 6,25 CFM/�ersbn CFM/ft2 . . 0000 ..- - - --------------------- ---- ---------- ----- ------ 0.02 CFM/ft2 � � 690900 0 . 0 • •• • 0000.. 0000 JUN 0 2 2014 Zone Sizing Summary for TOLEDO RESIDENCE Project Name:TOLEDO RESIDENCE 05/13/2014 Prepared by: PME 06:35PM Air System Information Air System Name..._...............__.._TOLEDO RESIDENCE Number of zones_..._____._._._________..._.___...____.___._.__._......___.......1 Equipment Class------------------------------------------------SPILT AHU Floor Area - -------------------------------------------- ----------------2325.0 W Air System Type..............-------------------------------------------..SZCAV Location ---------------------------------- Miami Shores,Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM----------------------------Sum of space airflow rates Calculation Months--- ..........................Jan to Dec Space CFM --------Individual peak space loads Sizing Data._.....-------------_------------__--------------------------------Calculated Zone Sizing Data Maximum Design Minimum Time Maximum Zone Cooling Air Air of Heating Floor Sensible Flow Flow Peak Load Area Zone Zone Name (MBH) (CFM) (CFM) Load (MBH) (ft') CFM/ft' Zone 1 36.5 1876 1876 Jul 1700 13.7 2325.0 0.81 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Cooling Time Air Heating Floor Zone Name/ Sensible of Flow Load Area •••• pace Space Name Mult. (MBH) Load (CFM) (MBH; .'. (R') •••CFM/ftz •••••. Zone 1 • .• . • TOLEDO RESIDENCE 1 36.5 Jul 1700 1876 13. • '2325.0 " • 0.81 see— ..6906 .... .. . ...... ...... • . • • ...• Air System Design Load Summary for TOLEDO RESIDENCE Project Name:TOLEDO RESIDENCE Prepared by: PME 05/13/2014 06:35 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1500 HEATING DATA AT DES HTG COOLING OA DB/WB 91.0°F/77.0°F HEATING OA DB/WB 46.0°F/38.6°F Sensible Latent Sensible Latent ZONE LOADS Details (BTU/hr) (BTU/hr) Details (EiTU/hr) (BTU/hr) Window&Skylight Solar Loads 319 ft2 9516 319 ft2 Wall Transmission 1249 ft2 4267 1249 ft2 3872 Roof Transmission 2325 ft2 4946 2325 ft2 1639 Window Transmission 319 ft2 4072 319 ft2 6125 Skylight Transmission 0 ft2 0 0 ft2 0 Door Loads 0 ft2 0 0 ft2 0 Floor Transmission 2325 ft2 0 2325 ft2 2049 Partitions 0 ft2 0 0 ft2 0 Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 558 W 2452 0 0 Task Lighting 45W 198 0 0 Electric Equipment 225 W 945 0 0 People 2 910 288 0 0 0 Infiltration - 1523 2370 - 0 0 Miscellaneous 240 0----o 0 Safety Factor 10%/0% 2907 0 0% 0 0 »Total Zone Loads 31977 2658 13684 0 Zone Conditioning 8020 2658 - 12452 p Plenum Wall Load 0% 0 - 0 04, Plenum Roof Load 0% 0 0 • . • 0 0-0 •••• Plenum Lighting Load 0% 0 _ 0 . Return Fan Load 252 CFM 0 1934 CFM . 0 • • •••-WV ••• Ventilation Load 0 CFM 1 4 50 CFM 1271 • • Supply Fan Load 252 CFM 140 - 1934 CFM • • -1073-. • '- • Space Fan Coil Fans - 0 - " '• Duct Heat Gain/Loss 2% 83 2% • • 274 • • ' "� >>Total System Loads 8244 2662 12921 2 ••• Central Cooling Coil 8244 2738 -• • • 0 0 '• Central Heating Coil 0 - 12924 ••.. "' >>Total Conditioning *-2738 12921 ..; Key: Positive values are cig loads Positive values are o goads ' Negative values are htg loads Negative values are cig loads Zone Design Load Summary for TOLEDO RESIDENCE Project Name:TOLEDO RESIDENCE 05/13/2014 Prepared by: PME /13/20 4 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 HEATING DATA AT DES HTG COOLING OA DB/WB 89.9°F/76.7°F HEATING OA DB/WB 46.0°F/38.6°F OCCUPIED T-STAT 73.0°F OCCUPIED T-STAT 70.0°F Sensible Latent Sensible Latent ZONE LOADS Details (BTU/hr) (BTU/hr) Details (E3TU/hr) (BTU/hr) Window&Skylight Solar Loads 319 ft2 9391 - 319 ft2 Wall Transmission 1249 ft2 4728 - 1249 ft2 3872 Roof Transmission 2325 ft2 4325 2325 ft2 1639 Window Transmission 319 ft2 3939 319 ft2 6125 Skylight Transmission 0 ft2 0 0 ft2 0 Door Loads 0 ft2 0 _ 0 ft2 0 Floor Transmission 2325 ft2 0 2325 ft2 2049 Partitions 0 ft2 0 0 ft2 0 Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 1860 W 5714 0 0 Task Lighting 150 W 461 0 0 - Electric Equipment 750 W 2354 0 0 People 8 1428 960 0--0-0 Infiltration - 0 0 0 0 Miscellaneous - 800-0- - 0 0 Safety Factor 10%/0%1 3314 0-0./,,-- 0 0 »Total Zone Loads 36455 960 13684 0 • .... . .. ..... .. .. .. . ...... 00 . . • . • • Space Design Load Summary for TOLEDO RESIDENCE- Project Name:TOLEDO RESIDENCE 05/13/2014 Prepared by: PME 06:35PM TABLE 1.1.A. COMPONENT LOADS FOR SPACE "TOLEDO RESIDENCE" IN ZONE "Zone 1 " DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 HEATING DATA AT DES;HTG COOLING OA DB/WB 89.9°F/76.7°F HEATING OA DB/WB 46.0°F/38.6°F OCCUPIED T-STAT 73.0°F OCCUPIED T-STAT 70.01°F Sensible Latent Sensible Latent SPACE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr) Window&Skylight Solar Loads 319 ft2 9391 319 ft2 - Wall Transmission 1249 ft2 4728 1249 ft2 3872 Roof Transmission 2325 ft2 4325 - 2325 ft2 1639 Window Transmission 319 ft2 3939 319 ft2 6125 Skylight Transmission 0 ft2 0 0 ft2 0 Door Loads 0 ft2 0 0 ft2 0 Floor Transmission 2325 ft2 0 2325 ft2 2049 Partitions 0 ft2 0 0 ft2 0 Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 1860 W 5714 0 0 Task Lighting 150 W 461 0 0 Electric Equipment 750 W 2354 0 0 People 8 1428 960 0 0 0 Infiltration 0 0 ----o 0 Miscellaneous - 800 0 - 0 0 Safety Factor10%/0% 3314 0 0% 0 0 »Total Zone Loads 36455 960 13684,,*••• 0 • • .... TABLE 1.1.B. ENVELOPE LOADS FOR SPACE "TOLEDO RESIDENCE" IN ZONE " 1 " ••• COOLING ..C40OLIN . HEATI ... • Area U-Value Shade TRANS ....,>OLAK '••• TRA N EXPOSURE (f) (BTU/(hr-ft2-°F)) Coeff. (BTU/hr) ....•(51TU/hr... ..•(BTU/ r • .. ... LL 248 0.129 - 731 ...... - . 769 • WINDOW 1 88 0.800 0.600 1087. . 1426 • S EXPOSURE WALL 216 0.129 - 642 •• . '( ••• WINDOW 1 72 0.800 0.800 889 1152 .. 1382 E EXPOSURE WALL 416 0.129 - 1864 - 1289 WINDOW 1 120 0.800 0.800 1482 4282 2304 W EXPOSURE WALL 369 0.129 1492 - 1144 WINDOW 1 39 0.800 0.800 482 2530 749 H EXPOSURE ROOF 2325 0.029 43251- 1639 Hourly Air System Design Day Loads for TOLEDO RESIDENCE Project Name:TOLEDO RESIDENCE 05/13/2014 Prepared by: PME 06:36PM DESIGN MONTH:JULY CENTRAL CENTRAL CENTRAL ZONE OA SUPPLY COOLING COOLING HEATING PRECOOL PREHEAT TERMINAL TERMINAL HEATING TEMP AIRFLOW SENSIBLE TOTAL COIL COIL COIL COOLING HEATING UNIT Hour °F CFM MBH MBH MBH MBH MBH MBH MBH MBH 0000 81.7 1934 39.0 41.7 0.0 0.0 0.0 0.0 0.0 0.0 0100 81.1 1934 37.5 40.2 0.5 0.0 0.0 0.0 0.0 0.0 0200 80.5 1934 37.5 40.2 2.2 0.0 0.0 0.0 0.0 0.0 0300 80.1 1934 37.5 40.3 3.8 0.0 0.0 0.0 0.0 0.0 0400 79.7 1934 37.6 40.3 5.2 0.0 0.0 0.0 0.0 0.0 0500 79.6 1934 37.6 40.3 6.5 0.0 0.0 0.0 0.0 0.0 0600 79.8 1934 37.6 40.3 6.2 0.0 0.0 0.0 0.0 0.0 0700 80.4 1934 37.6 40.3 4.1 0.0 0.0 0.0 0.0 0.0 0800 81.4 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0900 82.9 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1000 84.6 01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1100 86.6 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1200 88.4 0 0.0 0.0 -00-00-00- 0.0 0.0 0.0 1300 89.7 73 2.4 4.0 0.0 0.0 0.0 0.0 0.0 0.0 1400 90.7 174 5.7 8.1 0.0 0.0 0.0 0.0 0.0 0.0 1500 91.0 252 8.2 11.0 0.0 0.0 0.0 0.0 0.0 0.0 1600 90.7 309 10.1 13.0 0.0 0.0 0.0 0.0 0.0 0.0 1700 89.9 1934 50.6 53.6 0.0 0.0 0.0 0.0 0.0 0.0 1800 88.6 1934 49.0 52.0 0.0 0.0 0.0 0.0 0.0 0.0 1900 87.1 1934 47.7 50.7 0.0 0.0 0.0 0.0 0.0 0.0 2000 85.6 1934 46.5 49.5 0.0 0.0 0.0 0.0 0.0 0.0 2100 84.4 1934 45.4 48.4 0.0 0.0 0.0 0.0 0.0 0.0 2200 83.2 1934 43.3 46.2 0.0 0.0 0.0 0.0 • Q.0 0.0 2300 82.31 19341 41.21 44.0 0.0 0.0 0.0 .01 00000.0 0000 X0!0 • V•.• • •• ..... Project Name:TOLEDO RESIDENCE Hourly Zone Loads for TOLEDO RESIDENCE Prepared by: PME 05/13/2014 06:36PM ZONE:Zone 1 DESIGN MONTH:JULY ZONE TERMINAL TERMINAL ZONE OA ZONE ZONE SENSIBLE ZONE COOLING HEATING HEATING TEMP TEMP RH AIRFLOW LOAD COND COIL COIL UNIT Hour °F °F °/, CFM BTU/hr BTU/hr (BTU/hrBTU/hr BTU/hr 0000 81.7 75.8 49 1876.1 26344.1 37011.6 0.0 0.0 0.0 0100 81.1 75.6 50 1876.1 25476.8 35139.5 0.0 0.0 0.0 0200 80.5 75.5 50 1876.1 24670.3 33449.8 0.0 0.0 0.0 0300 80.1 75.4 50 1876.1 23938.6 31925.4 0.0 0.0 0.0 0400 79.7 75.3 50 1876.1 23276.5 30543.4 0.0 0.0 0.0 0500 79.6 75.2 50 1876.1 22703.5 29309.3 0.0 0.0 0.0 0600 79.8 75.3 50 1876.1 24565.7 29576.5 0.0 0.0 0.0 0700 80.4 75.3 50 1876.1 27229.4 31540.2 0.0 0.0 0.0 0800 81.4 80.9 - 0.0 23251.1 0.0 0.0 0.0 0.0 0900 82.9 82.0 0.0 25139.4 0.0 0.0 0.0 0.0 1000 84.6 83.0 0.0 26759.6 0.0 0.0 0.0 0.0 1100 86.6 83.8 0.0 27885.3 0.0 0.0 0.0 0.0 12_00 _88 4 84.7 0.0 28966.1 0.0 0.0 0.0 0.0 1300 89.7 85.1 51 70.6 30344.6 2293.2 0.0 0.0 0.0 1400 90.7 85.2 43 168.8 31419.9 5512.5 0.0 0.0 0.0 1500 91.0 85.4 40 244.7 31976.8 8019.8 0.0 0.0 0.0 1600 90.7 85.4 39 299.3 31963.2 9836.9 0.0 0.0 0.0 1700 89.9 78.8 391 1876.1 36455.1 48150.8 0.0 0.0 0.0 1800 88.6 78.0 401 1876.1 34662.9 46668.2 0.0 0.0 0.0 1900 87.1 77.4 41 1876.1 32523.5 45415.0 ___d__0--0.0 0.0 2000 85.6 76.9 42 1876.1 31000.2 44330.8 0.0 0.0 0.0 2100 84.4 76.4 43 1876.1 29613.2 43286.6 0.0 0.91Y 0 0 0.0 2200 83.2 76.1 45 1876.1 28383.1 41266.0 0.0 • • 0.0 +•• •Q. •• 2_3_00 _82 3 75.9 47 1876.11 27302.2 39171.5 0.0 •• • 0.09 • • p. 0 960.6• ,• • • • 9999•• • •a6• • •r •699• s••••• •.•• • • 6 • •699• Voss 6.9.9• . • 0 • • • • • • • 9999•• � � 9.9.9• •• • 0090 • • System Psychrometrics for TOLEDO RESIDENCE Project Name:TOLEDO RESIDENCE 05/13/2014 Prepared by: PME 06:36PM July DESIGN COOLING DAY 1500 TABLE 1: SYSTEM DATA Dry-Bulb Specific Sensible Latent Temp Humidity Airflow CO2 Level Heat Heat Component Location °F Ib/Ib CFM m BTU/hr BTU/hr Ventilation Air Inlet 91.0 0.01678 0 400 1 4 Vent-Return Mixing Outlet 84.4 0.01041 252 715 Central Cooling Coil Outlet 54.2 0.00812 252 715 8244 2738 Central Heating Coil Outlet 54.2 0.00812 252 715 p Supply Fan Outlet 54.7 0.00812 252 715 140 Cold Supply Duct Outlet 55.0 0.00812 245 715 - Zone Air 85.4 0.01041 245 715 8020 2658 Return Plenum Outlet 85.4 0.01041 245 715 0 Duct Leakage Air Outlet 54.7 0.01011 8 Return Duct Outlet 84.4 0.01040 252 Air Density x Heat Capacity x Conversion Factor:At sea level= 1.080;At site altitude= 1.079 BTU/(hr-CFM-F) Air Density x Heat of Vaporization x Conversion Factor. At sea level=4746.6;At site altitude=4744.4 BTU/(hr-CFM) Site Altitude= 13.0 ft TABLE 2: ZONE DATA Zone Terminal Zone Sensible Zone Zone Zone CO2 HeatWV•• Heating Load T-stat Cond Temp Airflow Level •. Ooi►• . . . Zone Name BTU/hr Mode BTU/hr °F CFM • BTUihr • BTU/ hx Zone 1 31977 Cooling • • FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: TOLEDO RESIDENCE Builder Name: Street: 1279 NE 97 STREET Permit Office: MIAMI SHORES City, State,Zip: MIAMI SHORES , FL, 33330- Permit Number: Owner: MR.TOLEDO Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing(Projecte 9. Wall Types(1520.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block-Int Insul, Exterior R=4.2 1520.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2325.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 2325.00 ft2 6. Conditioned floor area above grade(ft2) 2325 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(360.8 sqft.) Description Area a. Sup:Attic, Ret:Main,AH:Main 6 50 a. U-Factor: Sgl, U=0.60 360.83 ft2 SHGC: SHGC=0.40 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 58.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 34.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.662 ft. "" Area Weighted Average SHGC: 0.400 14. Hot water systems • • •••••• *000:0 '•';' 8. Floor Types (2325.0 sqft.) Insulation Area a. Electric ••• • •• Cap: 80 gallons. a. Slab-On-Grade Edge Insulation R=0.0 2325.00 ft2 b. Conservation features ••'•• ••• EF:t19 • •••••• b. N/A R= ft2 •....•••• None ��• .. . • • c. N/A R= ft2 15.Credits '••••' •••• ��l"• Glass/Floor Area: 0.155 Total Proposed Modified Loads: 51.67 • •••• �� ...... Total Standard Reference Loads: 64.69 •, fee*** I hereby certify that the plans and specifications covered by Review of the plans and '..' b�'�HE S�A?F•• this calculation are in cornplianc with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. 16. PREPARED BY: Before construction is completed DATE: 11 N 0 2 __ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. �CpD WE ° OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist C, 5/13/2014 7:18 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: TOLEDO RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2325 Lot# Owner: MR.TOLEDO Total Stories: 3 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1279 NE 97 STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: Miami-Dade Jurisdiction: 232600 Whole House Fan: Yes City, State,Zip: MIAMI SHORES , Family Type: Single-family FL, 33330- New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2325 18600 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2325 18600 Yes 4 3 1 Yes Yes Yes of v FLOORS . • . ....0 ...... # Floor Type Space Perimeter R-Value Area • • •.71t Wgp4• 6pet 1 Slab-On-Grade Edge Insulatio Main 252 ft 0 2325 ft2 �;.• •0 () ROOF • / Roof Gable Roof Solar �JAt•.' Emla•*Erpitt Deck•••Pitch # Type Materials Area Area Color Absor. 11S.Nq• 'Jested Insul..: (deg) 1 Hip Barrel tile 2518 ft2 0 ft2 Medium 0.96 • No • 0.9 No ;4• •;22.6 • • • • / ATTIC •••• V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2325 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 2325 ft2 0.11 Wood 5/13/2014 7:18 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing FramingOrnt To �Nali Typ'. Solar Below RA/ahle Pt in Ft In Arpn _\/ahia FraCtlOn Ahgnr r`mde0/ 1 N Exterior Concrete Block-Int Insul Main 4.2 55 0 8 440.0 ft2 0 0.75 0 _ 2 S Exterior Concrete Block-Int Insul Main 4.2 37 0 8 0 296.0 ft2 0 0.75 0 3 E Exterior Concrete Block-Int Insul Main 4.2 67 8 536.0 ft2 0 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 4.2 31 8 248.0 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None .46 3 7 21 ft2 2 N Wood Main None .46 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Tinted) Yes 0.6 0.4 24.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Single(Tinted) Yes 0.6 0.4 52.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 S 2 Metal Single(Tinted) Yes 0.6 0.4 83.3 ft2 2 ft 4 in 2 ft 0 in Drapes/blinds None 4 S 2 Metal Single(Tinted) Yes 0.6 0.4 32.0 ft2 4 ft 0 in 2 ft C,in Drapes/blinds None 5 E 3 Metal Single(Tinted) Yes 0.6 0.4 64.0 ft2 2 ft 0 in 2 ft C in Drapes/blinds None 6 E 3 Metal Single(Tinted) Yes 0.6 0.4 32.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 3 Metal Single(Tinted) Yes 0.6 0.4 4.0 ft2 2 ft 0 in 2 ft 0 in pjWs/blinds None 8 E 3 Metal Single(Tinted) Yes 0.6 0.4 15.0 ft2 4 ft 0 1p 2 tt 0 in 'Doaipes/blinds••••08ne 9 W 4 Metal Single(Tinted) Yes 0.6 0.4 24.0 ft2 4 ft 2 ions 4 A in •04 es/blinds Alone 10 W 4 Metal Single(Tinted) Yes 0.6 0.4 15.0 ft2 4 ft 2 in•• 40 in •• • :••• • •• Drapes/blinds• Npne 11 W 4Metal Single(Tinted) Yes 0.6 0.4 15.0 ft2 4 ft 2 in••34 0 in .Qrapos/blinds: •None • . • INFILTRATION Osseo. .... 00:00 09 99 0 # Scope Method SLA CFM 50 ELA EgLA ACH :**:0: ACH.50 • • 1 Wholehouse Best Guess .0005 3049.3 167.4 314.82 .4797 ; �'. 9.8313 ••••• HEATING SYSTEM 00*0 # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 58 kBtu/hr 1740 cfrn 0.75 1 sys#1 5/13/2014 7.18 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 80 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 50 ftz Main 0 ft, Default Leakage Main (Default) (Default) No 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: Coolingan ([ ]]Feb Mar [ ]A r Ma [X Jun [X]Jul [X]Aug Se [ ]Oct [ ]Nov ( Dec HeatinlXJan [X]Feb X�Mar [ ]Apr May [ Jun [ ]Jul [ ]Au �Xj Sep [ ]Oct [X]Nov (XDec Ventin [ Jan [[ ]]Feb [X Mar [X]A r [ Ma [ JunJul [ ]Au Se [X]Oct [X]Nov j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 07*%* 78 78 Heating(WD) AM 68 68 68 68 68 68 68 680 •68 01 ••0 680 :98 PM 68 68 68 68 68 68 68 689..* 18 0 68 . 68 Heating(WEH) AM 68 68 68 68 68 68 68 68..•.068 X68 •0 68""'68 PM 68 68 68 68 68 68 68 68 • 8 680 680 68 •..• 0 •. . • • 0.0000 0000 .0.00 00 00 • •00.00 • • 0 . •.0000 . •.•••• .• • •..• • 5/13/2014 7:18 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1279 NE 97 STREET PERMIT#: MIAMI SHORES, FL, 33330- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. ."". 403.3.3 Building framing cavities shall not be used as supply ducts •• • • ... .. . ...... Water heaters 403.4 Heat trap required for vertical pipe risers. Comply wi*?effhliencies in :••••� Table 403.4.3.2. Provide switch or clearly marked cirW?6rjaaker*.•9 • (electric) or shutoff(gas). Circulating system pipes ins llfed to=•R-1• •0:••• + accessible manual OFF switch. .••• "." . . . ...... Mechanical 403.5 Homes designed to operate at positive pressure or with•Ky%phanical ' •. ventilation ventilation systems shall not exceed the minimum A9HRAP 62 ley,W..:. •• •• No make-up air from attics, crawlspaces, garages orputdbors adjacent •••••• to pools or spas. •• ••.. • Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/13/2014 7:18 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1279 NE 97 STREET, MIAMI SHORES, FL, 33330- 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block-Int Insul, Exterior R=4.2 1520.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 2325.00 ft2 6. Conditioned floor area(ft2) 2325 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=0.60 360.83 ft2 11. Ducts R ft2 SHGC: SHGC=0.40 a. Sup:Attic, Ret: Main,AH: Main 6 50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency C. U-Factor: N/A ft2 a. Central Unit 58.0 SEER:15.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 2.662 ft. a. Electric Strip Heat 34.0 COP:1.00 Area Weighted Average SHGC: 0.400 0000 8. Floor Types Insulation Area 14. Hot water systems • • "" ••••:• a.Slab-On-Grade Edge Insulation R=0.0 2325.00 ft2 a. Electric ••• ••�'Pg 80 gallons*• b. N/A R= ft2 •9••0 9 •• • EF:0cA••• c.N/A R= ft2 b. Conservation features ..•:•• • •••• None 60996 •9 6 • • 15. Credits 00000 • 0000 onto* • 06.99• •.•• 0000• •• •• •• • •9.99• • ••6.90 • • I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) .yotESrA 8 ' in this home before final inspection. Otherwise, a new EPL Display Card will be completed 0.00 ,,, • based on installed Code compliant features. 16.Uj Builder Signature: Date: Address of New Home: City/FL Zip: CpD WE `Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ""Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11,titled"Alum. French Door& Side Lites,Impact", sheets 1 • through 12 of 12,dated 12/23/04,with revision E dated 10/12/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test.reports on: 1)Air Infiltration Test, 2)Uniform Static Air Pressure Test, 3) Water Resistance Test, 4)Forced Entry Test,per SFBC 3603.2 (b) along with marked-up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold,glazed with 7/16"laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA # 09-1028.10) 2. Test reports on:-1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94, 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory,Inc., Test Report No. (Submitted under NOA #09-1028.10) 3. Test reports on: 1)Uniform Static Air Pressure Test,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 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXX configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FT1 -4527,dated 02/10/05,signed and sealed by Edmundo Largaespada,P r E-. 0 0*0 (Submitted under NOA #05-0419.03) ' 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.. •.• .••••• 2)Uniform Static Air Pressure Test,per FBC,:TAs$ 02-94 ;• 3)Water Resistance Test,per FBC,TAS 202-94... ;• •. • 4)Forced Entry Test,per FBC 2411 3.2.1 and T•A&'02-94 0 0.:..' along with marked-up drawings and installation diagram of alutnWM doorgwQXXO..••• configuration,prepared by Fenestration Testing Laboratory,Test Iftorts No.. •. FTL-4528,dated 02/14/05,signed and sealed by Edm do Largae R �;. 66 (Submitted under NOA # 05-0419.03) '. .• 1d1 nue re ,P.E. Product ControNLxOnlner NOA No 11-1013.24 Expiration Date:February 24,2015 Approval Date: November 24,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE:.EVIDENCE SUBMITTED B. TESTS (coNnNuED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4529,dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4530,dated 02/14/05,signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA # 05-0419.03) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4311,dated 09/01/04,signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA #05-0103.03) 8. Test reports on: 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4312, dated 09/13/04,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA #05-0103.03) 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 along with marked-up drawings and installation diagram of aluminum outswing • French door,prepared by Fenestration Testing Laboratory,Test Reports No'•' • FTL-4315,dated 09/13/04, signed and sealed by Edmundo LArgaespada,P.E;• ..... (Submitted under NOA # 05-0103.03) "'6:90 ..6..• ..6006 : .. 1111• . . 60066 .. . .... 1111. 1111.. 10000 .. • . • . :00-0. . 00000:0006. • • • .6000. •• n el>�grez,P.E. Prodt C trol Examiner A No 11-1013.24 Expiration Date: February 24,2015 Approval Date: November 24,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 10/01/09,prepared, signed and sealed by Robert L. Clark,P.E,updated to the FBC-2010 on 10/11/11,signed and sealed by A. Lynn Miller,P.E. 2. ' Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont ButaciteO PVB,Interlayer"dated 12/24/10,expiring on 12/11A 1. 2. Notice of Acceptance No. 09-0223.05 issued to Solutia,Inc. for their"Saflex Multi- layer Glass Interlayer"dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia,Inc. for their"Saflex Composites Glass Interlayer with PET Core"dated 02/25/09,expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed&sealed by A. Lynn Miller,P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010,prepared by manufacturer,dated 10/11/11, signed&sealed by A. Lynn Miller,P.E. 3. Statement letter of"No financial interest",prepared by manufacturer,dated 10/11/11, signed&sealed by A. Lynn Miller,P.E. 4. Letter of lab compliance,part of the above test reports. 5. Proposal No. 08-1891 issued by BCCO,dated January 26,2009,signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series"FD- 750" Outswing Aluminum French Door w/Sidelites—L.M.I.,approved on 02/10/10 ...... 00 and expiring on 02/24/15. • 0000.. • 0000.. 0000.. 0000.: �....• •..' 0000. 0000 • 0000 0000. 0000.. 0000.. .. . . 000000 0006.6 • 0 0 000.. . . 0000.. Pte,,P.E. • Produe on of Examiner N No 11-1013.24 Expiration Date:February 24,2015 Approval Date: November 24,2011 E-3 •w• 00 00 0 . • • • w • • w • , • , . • • • . www NOTES: OUTSWING IMPACT FRENCH DOORS)AND SIDE LITE(S) 0 00 •• • 1.GLAZING OPTIONS ••• •,• • . o'. • w : .0: A.7/16'LAW CONSISTING OF(1)LITE OF 3/18'ANNEALED GLASS AND(1)LITE OF 3/18`HEAT STRENGTHENED GLASS WITI%AIf,.099 P4B INTERLAYER Ct DUPOMT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. • • 0.0 .w• • w•• B.7/16'LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM. ww• •• C.7 1/M LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3/18'HEAT STRENGTHENED GLASS WITH AN.0i6VANCl4V�RCANTR.• • • • • •• • D.718'LAMI CONSISTING OF(2)LITES OF 3/18'HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. • • • • • . • • • • • • 060 •• NOA DRAWING MAP E.718'LAMI I.G.CONSISTING OF(1)LITE OF 3/18'TEMPERED GLASS OUTSIDE,IW AIR SPACE AND(1)7/18'LAMI GLASS ASSEMR&IN&?(3M;A,.090 PVB,3/18'HSS TOPIC SHEET F.7/8'UMI I.G.CONSISTING OF(1)LITE OF 3/16•TEMPERED GLASS OUTSIDE,IW AIR SPACE AND(1)7/18'LAMI GLASS ASSEMBLY INSIDE(3116'HS,.090 PVB,3/18'HSS GENERAL NOTES............1 CONFIGURATIONS._.._._1 G.7/8'LAMI I.G.CONSISTING OF(1)LITE OF 3116'TEMPERED GLASS OUTSIDE,114'AIR SPACE AND(1)7/16'LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS......_...2 (3116•&.075 VANCEVA,3118•HS} DESIGN PRESSURES._...3 ELEVATION&.................. 4 H.Mr LAMI I.G.CONSISTING OF(1)LITE OF 311W TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND(1)7/16•LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS.-------5 (3/18'HS,.075 VANCEVA,3M6'HS). HOME SECTIONS___._ 8 PARTS LIST__.._..._....._ 7 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS............._.... 8-0 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE........_._.....10.1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300-02, 3 CONFIGURATIONS:&.0,XX 2O,OMOM X)T,,CO OXX,OXO.jO�C&XXXO.OXXX•OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE,I DOORS OR A DOUBLE,XXX DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SI.L.THE -AwO�W+"�Ruvmp FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X�XX,AND •� ^�'� O UNITS TO MAKE THE ABOVE CONFIGURATIONS. Ow • M�atwr^ 15 4.ANCHORAGE:THE 33 10A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 TT RU 11. 5.SHUTTERS ARE NOT REQUIRED. 6. SEALANT'INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL.ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7.REFERENCES:TEST REPORTS:FTL-4311,FTL-4312,FTL-4316,FTL-4627,FTL-4528,FTL-4629,FTL44530,FTL-4921 AND FTL45941. ® ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 �.......IAN ... ,": ej111 ijjz: OF WM04MsuuwMOOMEAWM ns�r+Nuw.ravea ...rte "0' st► °f ;" Gram 0 rrWtee+� . Miry GENERAL NOTES AND DRAWING MAP •..,+.Lot+�Qr��a�?: wv�ane o NDd" 01TMi°"� Nq a • ALUM.FRENCH DOOR 8 SIDE L/TES IMPACT 114/SSIONPi�;�`�• ut tpasvt E recsrrooaarotiw �al�+tferl rrrrre •..ww. ALYHN1vdl1!�'-,PE. FJG 11/?S01 LT. 4�8A76 Flosao 1 • 12 8000-11 E FL P.EJ WM 7/18•NOM. 711W NOM. • •• , 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 313&6NNEAUED.OR�FIEAT§TF&jGTHEN8ID GLASS .090"DUPONT BUTACITE OR SAFLEXIKEEPSAFE • • •• • 000 07k0w1N&WAMNTE�tL 11 • MAXIMUM PVB INTERLAYER • 311'8;HEAT S1RE�IGTHENED GL•AM 3116"HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 109 •• ••• •• 107 90 10 • • • •• • ,.. 105 518"GLASS 105 518"GLASS BITE BRE VA EXTERIOR INTERIOR EXTERIOR INTERIOR 57— GLAZING DETAIL SETTING MOCK GLAZING DETAIL SETTING BLOCK 7/16"LAMI GLASS W/PVB INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER 7l6'NOM. 7l8"NOM. 3116"TEMPERED GLASS 3118"TEMPERED GLASS o.w AM4wMN+ 2c15 AIR SPACE AIR SPACE 3/16"ANNEALED OR HEAT 3116"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS '090"DUPONT BUTACRE OR SAFLEw 076 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 3116"FEAT STRENGTHENED GLASS 3116"HEAT STRENGTHENED GLASS 95 OR 96 C81 109 109 108 90 108 105 W"GLASS on GLASS BRE ITE EXTERIOR INTERIOR EXTERIOR INTERIOR \�.� 1 V"N Aryt1� GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING eLoac ems. r�6705 7/8"LAMI I.G.GLASS W/PVB INTERLAYER 7/8"LAMI I.G. GLASS W/VANCEVA INTERLAYER _ Lu_ rx w+aasIX im�s noaaMoengsN�r ro�emx•ptooroaNe GLAZING DETAILS %'p' go►•'�C� 'A oWisw Q NOCIWratna 011ET Navaii4 PL , ''•.... .moo c wa�aMawn..a�r Paipr,s.r ALUM.FRENCH DOOR A SIDE LITEAIMPACT ,LtS,IONAyL,�� p"� NOKtlNIltRJIT/1 rrwre .rs o.r... ",. A.L7N KoLL�.P.E. FX 011122304 Lt sp7ep 2 • 12 8000"!1 E FL 1 1168705 see 00 0 .. Table 1.Maximum Design Pressu'es(psfl ' ' '•• i" •'• ••• • O ENGTH Allowed Height(in) OVERHAND Configuration Width(in) Glass , . • •,* ," BHT Types 79 314"(65 83 314"(70) 67 We 91314- • :esa/4:(�) ; :, •• AE +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +Z0.4 ' .0• • ••'�" X 3T(3� •' French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 MMiNG THEA Sal Door AE +70.0 480.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80:0 (PART 10,SHEET 8 OF 14 THE M 71 3/4"(6� OVERHANG HEIGHT MUST BE GREATER C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM).IF NOT,THE MAXNMI POSITIVE(+)DESIGN PRESSURE IS FuU AE +70.0 -50.0 +70.0 -80.0 +70.0 -80.0 +70.0 MIT -80.0 +70.0 -80.0 LIED TO+50.0 PSF FOR ALL STYES JS�nb 36 11/16' AND SIZES OF THE DOOR AND ANY C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 ADJOINING SIDELI ES.(REF.FTL-M1) 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidellte 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Narrow Jamb A,B,E.F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 480.0 +70.0 ;80.0 roomerRRVwty I.Oyr.�.w a.rwwti 3611/16" C,G +100.0 -100.0 +99.9 439.9 +96.3 -95.3 +91.4 -91.4 +87.9 .87.9 w,.+ ei D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 tl•M+r+w• 15 Table 1a:Glass TvDe and Tut52port Number A-7/16"LAMI(311("A,.090 PVB,31 1 ) FTL4311,4312,4316 B-7/18"LAMI(3/1("HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,431 C-7/18"LAMI(3/18"A,.075 VANCEVA,3/16"HS) FTL4527,4628,4529,4530 D-7/18"LAMI(3/16"HS,.075 VANCEVA,3/1WHS) UPGRADE FTL-4527,4528,4529,4530 E-7/8"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16"A,.090 PVB,MIMS) F71--4311,4312,4315 F-7/8"LAMP I.G.(3/16"T,1/4"AIR SPACE,3/16"HS,.090 PVB,3/18"HS) UPGRADE FTL-4311,4312,431 G-7/8"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16"A,.075 VANCEVA,Mew) FTL4527,4528,4529, H-7/8"LAMI I.G.(3/16"7,1/4"AIR SPACE,3/16"HS,.075 VANCEVA,MWHS) UPGRADE FTL-4527,4528,4529, �. ,I LYNN 4fj No.58705 ip. y�(ATE F •�� rx MUMa rrwrtwotrronmr912oem +wnnaairwaooraanr DESIGNPRESSURESFiotno.. C�?: � . c ,,, ,,,,,,,� �� ALUM.FRENCH DOOR 6 SIDE WES IMPACT ��''%S,S/ONAui.-� 0C rsarosrstaNns .wr".e ..� o..b- A.LYM(If1(Aiik P.E. D-jwFJC rancor LT. a 7w FDoa's NTS 1 + 12 8000.11 E FL P.E.I68706 .. .. . . . .. .. . 7313/18"MAX.WIDTH--1 110 618"MAX.WIDTH +{ 145 318"MAX.WIDTH • 953/4 HEIGHT : f• / // ALL OX OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE 3r 3511/18" 3611n8" MAX WIDTH MAX.WIDTH MAX WIDTH 25"MAX. �71 S14•MAX WIDTH—�{ 26" 333H8" 000@U TiltsYWO DLO ALL X I r wiM we ft" UNITS MAX. OOd Rykrw IS 791/8" MAXAL ,iiiii, -�,�- X XX O(FULL JAMB) O(NARROW JAMB) +��•''V\CENSE'. NOTES: 55705 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3.FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. .D'•, 1. 0114 •1Y0C °i�•• STATE OF 1l/ F" '"'�"' • YmcmvoLo M0 ""' p EXAMPLE ELEVATIONS ' O oto......A& Nomm Jit • c N •oc"vm tw swgT a=� FRENCH DOOR&SIDE LITES,IMPACT AL'slw SIOP E`\ NONoW a SW4 FX 12/1x91 LT. 4&VDS Fn7e0 NTS 4 + 12 8000.11 E FL P.El 58706 . . ... . . . ... .. .. . . . .. .. . VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEADA-�Q JAMB SIDE LITE HEAD •� 61 6 4 oR 7 23 • .6 ORIGINAL VERSION TOP RAIL • • • • • • ••• •• 21 ® 55 ALTERNATE VERSION TOP RAIL ` i C MAX.DLO MAX OXO lYOe11GT�mxse •nlrb�l.dN a.n.vplw cr. EXTERIOR INTERIOR EXTERIOR INTERIOR 1 MAX MAX HEIGHT HEIGHT ORKIMNAL VERSION BOTTOM RAIL 22 ® 58 ALTERNATE VERSION BOTTOM RAIL 6 11, 2 5 1 10 ® 3 7 �uuui ® 3 OR VERTICAL SECTION C VERTICAL SECTION D NARROW AND FULLLL— OUTSWING SILL * No.667os JAMB SIDE LITE SILL rx nwsa r ewmenrwxsnowrna•whiarwororrarNNaama•m VER71MSEC77ONS ,,cc�� RtomoR•' �'��` .te aeasor tow rrt :=,—L. r '•rS''' �G�` u rNrero a N0 ClMN lW&V r �a ewc�m ALUM.FRENCH DOOR d SIDE LRES,IMPACT a.u..e ... rs `.►.. A LYiWhtdt.t�R P.E. FK t?/laOl LT. �17b mcot rt rD7d0 1/2 S + 12 8000-11 E FL P.E. 58706 •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE o 00 0 I I , law le I I � I ' 53 • • • .•. •. 52 __ . 26 1 SEE NOTE 81 82 20 20 6 6 .� 5 29 NOTE.ASSEMBLY HARDWARE OTY(3�1 V 80 FROM TOP&BOTTOM AND ONE AT MKWAN DETAIL J 30 WTOUOR 20 5 48 SLAB AT 26 9 GLASS BED -@ DETAIL G STILES AT ASTRAGAL' DETAIL F 4""": Ls FULL JAMB SIDE LITE 6 82 Fa 1 SEE NOTE 8 82 81 SEE NOTE (AT HINGE JAMB) 5 5 106 20 1 20 1 6 80 30 7 7 30 27 20 8027 4 /111111/ 29 83 70 29 83 70 �YN...M![lFp'�.,; 1 DETAIL E DETAIL I DETAIL H DETAIL K oto: fr+se is JAMB,FULL JAMB JAMB, NARROW �io5 NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE = No. ` C( (AT HINGE JAMB) (NOT SHOWN ABOVE) q •x' slaw . wnawnaenr:rar °we" ,0.•' SIAL°P JA o.ssw ��MMIMMIT HORIZONTAL SECTION DETAILS ,gyp ..• FLofj�x �� M o.a.no u wc#vAw*vw&lm s P.QmgxIng ALUM.FRENCH DOOR&SIDE LITES IMPACT '��;cSS10NP�;�`� a�Qw DAN NQFL lash """'t "'° "` °i'•�' A LYNFI�illutrc,P.E. FA 122Sm LT. 44W FD78V I/Z 8 • 12 6000-11 E FL P.E.A 59705 k� � 7� tlSC4q = i� sat a t a a $ 491 a x is v s da ae � ., . � — p� gg gg a ga g r x x ' E a a —w RI to AEl > 70 x CA x � � ease —sxxxxxa � xa �'xaaaa �xesaaa� aca � « — �a = six arae .. — � ti i i H Jq > > - • 0000•• CIt • • g yy • • x • �' � > • • • v •• •• 0000•• • • • • gel •000 • 0000•• x > F S ' • • • • 0010•• r S ti.'S • • • • 00000 1.1141-1.R • •000.0 Al �• • i` > >• 111100 •• 1111 D vs r 0000 r m y O NEW . . ... . . . ... --I 1.278 1-- 002 00 •.062 • .. �' 2.238 .050 • '•' • ' • i•f, • i i•• 1.180 1.000 �_ i i i i •' • 'W27 L 583 1 I 311 3.838 1 —4 1.353 1'� 1.033 .050 J o TI- --3.838--+1 040 _T #8006 6063-T6 .. .. ... .. O1 FRAME, HEAD,JAMB 2 #8003A 6063-T6 3 #8004C 6063-T5 At: �; P8000.606%T5 6 #8007 6063-T6 AND SIDELITE SILL O OUT-SWING SILL O OS SILL COVER ;'QMP CAP: O SCREW COVER . ,.498 . .. 1 074 T 3.018� .052 1.3 1.940 1 � � � j 583 .� , „ I�u •050 F 3.838---�I ..LL__ T � T T Imo----3.990 —=1 .050 056 12 6063-T6 17 `J INSTALLPLATE10 OUT-SWING 6063-T6 OW SILL 20 0 STILE 23 #TOP SWEEP 5 1.938 .100 1.938 T :f3_ 1 797. i' 8.250 ^� I�—�--4.434 =1 r 2240-050-•{I #8013 6063-T6 #8014 6063-T5 #8016 6063-T5 22 BOTTOM RAIL 21 TOP RAIL 24 BOTTOM SWEEP T T 075 T F.075 1.838 .100 1.938 r 8.250 - 4.434--►I FL2.544--� #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 " 56 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL ............ .cEs � Fx aysoe . � mumnma sovo�nn+aiooroaror VXTRUSION PROFILES '�O flo,ao.• �� aR Mata 4 x 3a7a �`SSIONA�-�? PQsm 110 ;! U:M.FRENCH DOOR&SIDELITES,IMPACT �� !NaWAN8 a aa�4 . A LYN l l�Fi P.EF.K 1?/?9W LT. 44LQS w 1/2 8 +12 8000.11 E FLP.E.858705 .. .. . . . .. .. . 142 t • • •• • ••• • • �1 812 742 �t • • • • •• • • • • • • w• • �5 �w� T r--2.280--moi .075 11 301 i • i iFf 02.438-4 1.000 363 w • 100 1—1. 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #80M 18§3-M ," 37 #8039 6063-T6 GEAR HINGE,JAMB GEAR HINGE,COVER HINGE, BACK-UP •• j4RoHbN§V.DPOR '. TRUSS CLAMP .. . . . . . ... .. 082 .125 3.251 jj 3 775 �- J_ 060 .325 1.000 .4338 I T� I � 2.822—►{ 125J .050 --3838 � 1.836 �pp �Y�Vt1t18t #8028 6063-T5 #8056 6063-T4 #80338 6105-T5 ""�"�"`" do 61 SL HEAD TRIM O SUBSILL,OPTIONAL 7U #8010 6063-T6 8U FD ASSY BEAM "'�'""."ft- 2lt-mo15 NARROW SL JAMB 045 1,• .040 442 .986 .780 .045 44 986 .045 �{bbb.818 r- .957 v #8022 6063-T5 #8026A 6063-T5 L BACKBEAD 10 #80 16A BEAD 5 10 #80 GABEAD T5 62 SLJ29 6063-T5 AMB TRIM ilial 21'�•��cENBE Ane �x wuoe r u o moa EX RUSION PROFILES ;O' Rots�r`'�0 TM 'r .... •• `i �� a NWAAW Nocxwoea nrrmMr n a ALUM.FRENCH DOOR&SIDE LUES IMPACT ►m ewc gas. JAngvro D LP.E. K 12�lyDr LT. F424AS �aorNrs$A � FD7Q0 1/2 g • 12 8000-11 E FLP.E.068705 .. .. . . . .. .. . . . . . . . . . . . 12' 0 LlIA4 so 11' 11' • 14" • • 11' 3'MIN. HEAD b SILL • •313 MIVr� - •-HEAD•8 SILL ®TYP. ANCHOR ATYP. ANCHOR CLUSTER CLUSTER 10.571' (TYPICAL) •a • • • •• •• ��L) 10.571• MAX, • • • • • • • 90 MAX. O.C. ••• • • • •• •• JAMB JAMB JAMB i •• • JAM ojC ANCHORS 18.600• ANCHORS ® ANCHORS '�8 w• • • • • •• •• �L® Hr, an. Max Ht. aTY. HT. QTY. MAX Ht. a7Y. :1314--(5) 53/4'-(5) o C 95 314'-(8) 96 314'-(6) O C ® ® 95,V4'-(8) 91 314•-(5) 91 314•-(8) 91 314'-(6) (2)EQ. (3)EQ 9134'-(8) 87314--(5) 87 3/4'-(8) 87314'-(5) SP.TYP. SP.TYP. 87 3/4'-(8) 833/4'-(5) �J� 83 3/4'-(7) 83�4'-(5) 63 3/4'-(7) 793/4'-(5) 11• 79344•-(7) 11• 793/4'-(5) 11• 793/4'-(7) 11" DETAIL A(CONCRETE) ® DETAIL,B(WOOD) ®DETAIL C(CONCRETE)SEE NOTE 5 ®DETAIL D(WOOD) ® (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APPLE Imo, (2 OR MORE PAN ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: goy 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D � ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,S94M E X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2.ANCHOR TYPES:1-1/4'ELCO ULTRACON 2-114"ELCO SS4 CRETE-FLEX 3-812 STEEL SCREW(G5) ® CONCRETE SUBSTRATE USE TYPE 1 AT 1 318'MIN.EMBEDMENT OR TYPE 2 AT 1 314'EMBEDMENT. 1 314•MIN.EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 3V MIN.EMBEDMENT. 3.SINGLE PANEL CONFIGURATIONS:(DETAIL A,CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) A HEAD AND SILL......9•MAX.FROM FRAME CORNERS. JAMBS..................11'MAX.FROM FRAME CORNERS,18.500'MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.671•MAX.O.C.WOOD SUBSTRATE(DETAIL B). 4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C.CONCRETE SUBSTRATE) HEAD AND BILL......6'MAX.FROM FRAME CORNERS,AND AT 3-AND W MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). JAMBS-11"MAX.FROM FRAME CORNERS AND 18.600"MAX.O.C. 5.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL D,WOOD SUBSTRATE) I �� I LYNN 4f ON.......... ® K HEAD AND SILL 6"MAX.FROM FRAME CORNERS,AND AT 3',6',9•AND 12'MAX.ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS(CLUSTER OF 8} �� la•• ENS�r''• Q PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 3f4'. JAMBS.....................11*MAX.FROM FRAME CORNERS AND 10.571'MAX.O.C. = *: No.58705 ' n ,-0 Ol y11 1 'W r..r•. ��p•''• STATE OF �/ rx +onsa s f spr unf�s•.ofr• eta ANCHORAGE SPACING P40RII ' x.` «kq•• c MOcmvmT apwrr " "m ALUM.FRENCH DOOR&SIDE L/1ES IMPACT ' �tt/e,pNA1- ue • . o ofwer�-frrcarfoumfoow ►a•Qxfw ... •... A.IYNN� (� P.E. F070o V4 10 . 12 800a 11 E Fl P.E.t 56705 Ax 1E7sd I.T. 4AW6 . . ... . . . ... .. .. . . . .. . CONCRETE ANCHOR 0 • •• • • • •WDOD ANCHOR' 4AP MAX WOOD ANCHOR, CONCRETE ANCHOR SEE NOTE 1 OPTIONAL 0, • 1/4'MAX i i •'• 'SEE {7ROlZ1•• SEE NOTE? OPTIONAL 1N'MAX (NOTE 1) GROUT,UET,, 84 ' '.' '.' : • 0 SEE • 84 GROUT, 1kMAX .. •ACTE 5 • gEE NOTE5 GROUT NOTES NO TE5 •• • • ••• 'e - 3' i i ,'EMBED. EMBED. ;CONCRETE' SEE 1 SEE 13B • •• i `...j. . . NOTE 1 Y CONCRETE+: NOTE 1 MIN. 2x 1�/OOD,SEE MIN. 2x WOOD,SEE NOTE 3 NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ®TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) EXTERIOR INTERIOR (ALL HEAD 8 SILL SECTIONS) ®3.4 KS1 AN. ` EMBED.SEE _ ® f " 34KSIMg3 �, 5�•EMBED. X® .; " CONCRETE NOTE® ® ,. SEE CONCRETESHIM `` 2x WOOD 13/8"MIN. -1013. 15 NOTE 1 SEE NOTE 3 MOak 1x WOOD � SEE NOTE 3 I fir 114'MAX MAX SHIM ® SHIM CONCRETE ANCHOR,SEE NOTE 1 ®CONCRETE ANOHOR SEE NOTE 1 ®WOOD ANCHOR SEH NOTE 2 ® TYPICAL DOOR&SIDE LITE HEAD NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-)ADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"ULTRACONS OR 1/4'SS4 CRETE-FLEX MIN.DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". MIN.EMBEDMENT:1/4'ULTRACON-13/8',114"SS4 CRETE-FLEX-13/4'. 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5)OR ELCO 1/4'SS4 CRETE-FLEX-1 318'MIN.EMBEDMENT FOR EITHER 3.WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 1/2'THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112•THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE t f f t t t AUTHORITY HAVING JURISDICTION(AHU} v'CEN3 4.FOR ATTACHMENT TO ALUM:THE MAT L SHALL BE A MIN.STRENGTH OF 8083-T5 AND A MIN.OF 118'THKX THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO `� •. LYNN PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS J F 9 WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN No.58705 ON SHEET 10 MAY BE USED. 5. IF SILL IS TIG14T TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. _ ', 1. 1lII FA WfAI 1 f 7b 7fANW0t4WAAVNDewr• Q'•. STATE OF � S G� dt7. M. c u� R ANCHORAGEDETAJLS ;,� .:'?oRlo�..•'' ME— „� ALUM.FRENCH DOOR&SIDE LITES IMPACT ''�iS,�IQ�NAL 1EN�` pNNOl07APCOt/7o 747R�0iD1I. P.a „�, „w, A.LY Wii1 kn,P.E. NaMft F.K t?/2A01 LT. 1/8N6 R sa74 Fn7So 114 11 -12 8000.11 =E FL P.E.#58705 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • aEXTERIOR INTERIOR • '• •o • (ALL SILL SECTIONS) CONCRETE OPTIONAL • • • : i •i i • • • • • • •• • • •r• OPTIONAL ANCHOR • • • • SEE NOTE 1, $4 • s • • ��• ••• •�• • SHEET I I • vv&o CONCRETE AaA ® WOOD ANCH(K A ANCHOR 1/4.MAX. SEE NSW NOTE 1.SHAY 11SEE NOTE 1, GROUT,1/4'MAX. SHEET11 -- 1/4'MAX • • •1/4 MNLGROUT, SEE NOTE GROUT •SEENOTE5 )f4 5,SHEET 11 1 SEE SETSSHEET 11 , fT NOTE 5 •bSHEF a]� ':BMBEd :; 1 :�:i. •.,;>- SMB 1 ID. :, ..l� CONCRETE ;. + :? CONCFtETE i . _ MIEN SEE NOWSHEET11 • SHEET11MIN. ,_ SFEET I TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) v�ouerasvrtlr SEE EMBED. ®EMBED. �M �""' NOTE 1, atiryr•.reM• SHEE 71I ET 1 ®f O ® ®E W�'M"err Irj INTERIOR :: ,. . , I SHEET 11 MK SHEET 11 FA (ALL JAMB SECTIONS) CONCRETE ?'` EXTERIOR ANCHOR, ' SEE NOTE I, ® ;•,; ' SHEETIll KSI C MIN.' CONCRETE `..�. OR 1.5KSI4 `..J;. 3.4 KSI MIN. MIN. CONCRETE 2x WOOD, SEE NOTE 3Ix , ® ' 3EE NOOTE 3, !. SHEET 11 SHEET 1/4'MAX.SHIM I+- 11 _ � 1 1/4'MAX SHIM—4 1/4'MAX.SHIM-+{ TYPICAL DOOR&SIDE LITE JAMB NN ( LYNN 4 `*' 14o,58705 *' O AX is;awfavor • �aoeuwu lrnvr•orfowr•�xornMrtcrro 1.7•TaaprrotovY01•rx ANCHORAGE DETAILS ' �'.Ftoteto.•'Cj�� a�aor c iow ovaaK oor rbworr�~aun ALUM.FRENCH DOOR&SIDE L)TES IMPACT '%sS�ONAL NO pNlYO••TM UQi► P.Q 1br0 d.R. O1kNf0 a ors _F12 . A LYNfV FJc 1?/33rW LT. TOW F D76o 114 12 • 12 8000-11 E FL P.EJ WM NO EXCEPTION TAKEY R 1F V I ;,441 7, T�r Ri,1irM;T 0 RLIECTRU Q SUBMIT SPECIFIED ITEM Q MAKE CORRECTONS NOTEV Corrections or comments made on the shop drawings (Wring this review do not relieve contractor from compli- ance. with requirerner.+,i -f ifica- tioll'-- -i 0li5 ,�ty,,k i�, o il% r3r •!!kV general conform- ance with the design concept of the project and general comp!iance with the information given in the contract documents. The contractor is responsible for,, selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. BY ;0 -W P DATE HOLLINGSWORTH AACHrrEcTs • 6 go 00 00 to :0:00: 000*0: • 660 • 00*9 0 00 9 09*0 M IAM I-RADE MIA11II-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) NvNvw.mlamidade.Qov/economy PGT industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder 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"CA-740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thereJW.been no change in the applicable building code negatively affecting the performance of this•prodpct. '....' •••••• TERMINATION of this NOA will occur after the expiration date or if there has been ft'vision otagjUge in the materials, use, and/or manufacture of the product or process. Misuse of this NCPA:Van endbrtseinent •••• of any product, for sales, advertising or any other purposes shall automatically termifl flus NOA Ptlure ;••••; to comply with any section of this NOA shall be cause for termination and removal ofdA.• ..... ADVERTISEMENT: The NOA number preceded by .the words Miami-Dade "ouray, Floc ids•gnd ••••• followed by the expiration date may be displayed in advertising literature. If any Io tkxi of the X0A 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' majufactuift-4-its distributors and shall be available for inspection at the job site at the request of the Bu ihQA Wicial. .... :•�•� This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned abee. The submitted documentation was reviewed by Manuel Perez,P.E. I NOA No.12-1218.09 MIAMI•DADE COUNTY Expiration Date: April 11,2018 Approval Date: April 11,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details --- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, 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. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 09/08/11,�xpiiing on-17JIji16. ...... 2. Notice of Acceptance No. 11--0624.02 issued to E.I.DuPont Delje"rs &J�o,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11, expirk!g on 0171.4M. ...... 0000.. F. STATEMENTS •••• •• • 1. Statement letter of conformance, complying with FBC-2010, dated Decemtld 10, 2012,issued by manufacturer,signed and sealed by Anthony LynilWiler,P�0: 0; ;;;;; 2. Statement letter of no financial interest, dated December 10••2Q12, issued by .' manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 0000.. *00000 3. Proposal No. 12-1499 issued by Product Control, dated July:31,.-9,012, signed by :0...: Manuel Perez,P.E. 00 ' "" 0 0 0000 G. OTBER 1. None. Manuel ere Product Control Exmi r NOA No. 12- 09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... • die"UM1114•l •ED •j • • •• • 7116"LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT • •GLAsSsTACK• I • • • • •GusssrACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING • • • • • • • • • • • • • • • • • • .ey0•WPONTSGP VARIES, RATED FOR LARGE&SMALL • 11eMNNEALED• •.bye•DUPORI•• •T-SIRE EALEO OR SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE GLASS BUTACITE PVB HEATSTRENGTHE ASS 3116•ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH HEAT-S NOTHENED EXTERIOR GLASS 110"AANNNEALED EXTERIOR 38 I GLASS VELOCITY HURRICANE ZONE(HVHZ). 37'WIDTH a• • • • •• a �- 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS • • • • • 25.476•MAX.O.C.IF WIDTH IS • 1111116"SASS BIT& 17/16'GLASS BITE REGIONS-FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVH2,THE OUTBOARD LITE(CAP)MUST TEMPERED- UNDER 33.476•(HEAD&SILL • • • •410 • • 3 • • • • • 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE 4'MAX B.SEE SHEET 2 • • • •• COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR so 60 EVALUATIONS WERE SOUTHERN PINE,ASTM COD CONCRETE MASONRY UNITS 32 92 AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X 771/2• INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED \ MAX' 718"NOM. 716'NOM. DIRECTLY TO SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR A \ A.SEE O.C. GLASS STACK 6116'LAMINATED GLASS STACK 711WLAMWATED GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY SHEET2i GLASS STACK GLASSSTACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ 116•ANNEALED GLASS 311VANNEALEDOR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6"MAX 7116•AIRSPAC ,06e•DUPONT 111"AIRSPACE HEAT-STRENGTHENED GLASS ALED 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING \ O.C. TEMPERED GLASS BUTACDE PVB 3/16•ANNGLASS .0310'DUPONT SGP TEMPERED GLASS OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON \ Ile"ANNEALED 9118'ANNEALED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 69' USE ANCHOR 38 GLASS 38 HEAT-STRENGTHENED GLASS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH EXTERI I ------- EXTERIORT SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT rL JAMB IF T SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT HEIGHT Its I 11/16•GLASS BITE 71176GLASS BITE INSTRUCTIONS. (DLO) / / 26'OR OVER 37 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3 NOT FLUSH TO THE SUBSTRATE-USE SHIMS CAPABLE OF TRANSFERRING / 76" APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 31 32 60 31 32 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / 7)DESIGN PRESSURES: / GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, 716•NOM. FRAME ANALYSIS AND GLASS PER ASTM El 300. / CLASS STACK 7116•LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAVL-1 GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 3116-ANNEALED OR 1 1/0•AIRSPACE EAT-STRENGTHENED GLASS W)THE ANCHORAGE METHODS SHOWN HAVE REQUIRED DESIGNEDRES REE.THEE 3116*TEMPERED .090•DUP0ti WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THEGLASS 3116•ANNEALEDOR 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIST B 14.112'MAX.O.C.IF WIDTH IS HEAT-S NGTHENED PRODUCT.THE I A LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4"MA —I 33.476'&OVER(HEAD&SILL) GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER EXTERIOR DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) 37 I 11/16"GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 31 50 32 Approved as eomplylag 77th the Florida o1d111 Code TABLE 1: GLASS TYPES 8&9 Onrc�lky �� Glass Types Sheet# \\\� Ny(LYNN 4 yyiy y:1i IYAAx-12Z- Revised Oota: Revision: M Tnl D de Prodne 1 6/16"Leml 1/B An-.090"PVB-118 An 6 �?•'L7CENg F ( GENERAL NOTES...............-............1 i Q- F •-. Revised By. Dote: Revision: (L 2 7/16"Lami(3/16 An-.090"SGP-3/18 An) 6 ELEVATION..........................._.........t • •,•�� 3 7/16"Lami(3/16 HS-.090'SGP-3/16 HS) 7 GLAZING DETAILS...........................1 No.56705 4 7/8'Lami IG(1/8"An-7/16"Air-1/8"An-.090"PVB-1/8'An) 5 INSTALLATION.................................2 _ � _ DO9Cfi Drawn By: ASSEMBLY TUBE DETAILS.............3 ® Pti°": 5 7/8"Laml.IG(1/8'T-7/16"Air-1/8"An-.090'PVB-1/8"An) 8 ANCHOR SPE -� ' �- GLAZING DETAILS J ROSOWSKI 6 7/8"Lami.IG(3116"An-1/4"Air-3/16'An--090"SGP-3116'An) 9 ANCHOR QUANTITIES.....................4 3 rg i3 l 7 7/8"Lami.IG(3/16'An-1/4"Air-3/16'HS-.090"SGP-3116"HS) 7 DESIGN PRESSURES.....................5-9 STA E O <C/� 1070 TECHNOLOGY DRIVE Title: oafs: 'i��C`•'•,!cCORIDP.•'G\?� N. VENICE, FL 34275 fl 718"Lami.IG(3/18"T-1/4'Air-3116"An-.090"SGP-3/18"An) 9 ASSEMBLY DETAILS/BOM............ ��`SS/ EC� � P.O. BOX 1529 CASEMENT WINDOW DETAILS-LM&SM Dole: 12 9 7/8"Laml.IG(3116"T-1/4'Air-3/16"HIS-.090`SGP-3/16"HS) 7 1/7 O/VAi 11�` NOKOMIS, FL 34274 Series/A7ode1: Score: SAeel: Or°wi"0 No. Rev: /III 111111\ A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 1 OF 10 MD-CA740-LM Pi68705 . . ... . . . ... . . . . . . . . . . . . . ... . . . . ... INSTALLATION ••• • • i• • INSTALLATION OPTION 1 EDGE INSTALLATION INSTALLATION ANCHORS DISTANCE EDGE DISTANCE OPTION 2 •• • TION 4 INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS • • ••• • •• DIRECTLY INTO METALS PER ANCHOR DIRECTLY INTO MASONRY. TABLE 3,SHEET 4 AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH ATTACHED=O• •• 82 TYP.ANCHOR 1/4'MAX 15 • • 4ILL• •• • 10 11 TYPE SHIM ATTACHED TO • • EMBEDMENT VENT SILL • • • •• • • 88 13 p12 STEEL AND EDGE SELF-DRILLING 5 1 DISTANCE PER 4 8 32 33 8D • • ••• • • 12 83 SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4. 22 23 4 SEE TABLE 3, O + � SHEET 4. k 3 80DADEAPPROVED EDGE 18 84 MULLION.ALUMINUM, 8 DISTANCE 38 39 STEEL FRAMING OR 35-37 STEEL STUD. ATTACHED TO Q 24 82 82 ATTACHED TO VENT SILL 35-37 81 FRAME JAMB 13 EMBEDMENT 1 VISIBLE LIGHT WIDTH(DLO) — 3 5 83 Y0 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. n VENTJAMB OPTIONAL HEAD. WINDOW WIDTH V 12 FLANGE Q HEAD, SILL&JAMBS HORIZONTAL SECTION A-A 81 11 SEE DETAIL EGRESS FORMULAS: WINDOW JAMBA1•BELOW E WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 HEIGHT NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 VISIBLE t4 10 WARE 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 ANCHORS LISTED ON TABLE 3,SHEET 4. 1 / COMBINATION UNITS, LIGHT HEIGHT FOLLOW EMBEDMENT AND EDGE -y— / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (OLO) BUCK DISTANCE LIMITS.ANY INSTALLATION EE/ 10• ANCHORS MAY NEED TO BE WIDTH:WINDOWWIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. _ WINDOW FRAMES AT 10'MAX. ATTACHED FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2' ASSEMBLY TUBE CENTERLINE. THICK ARE TO BE CONSIDERED 1X !', SEE TABLE BELOW: ATTACHED TO JAMB INSTALLATIONS.1X WOOD BUCKS ARE "✓ FRAME JAMB Q 89 OPTIONAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS —� 10•MAX. Ida of thel A6chore Requhedoneach DEPICTED AS 2X ARE 1-1/2'THICK OR —�SEE DETAIL A2,BELOW Slde of the Frame Assemdy TIAs A ATTACHED TO GREATER.IX AND 2X BUCKS(WHEN USED) F Window Anchor lype VENT JAMB SHALL BE DESIGNED TO PROPERLY I a VNdth q B,C&D TRANSFER LOADS TO THE STRUCTURE. g 17'-22.0' 0 0 82 WOOD BUCK DESIGN AND INSTALLATION 16.ETAIL' � 23'-250138 39 83 IS THE RESPONSIBILITY OF THE ENGINEEROR ARCHITECT OF RECORD.MAXIMUM an e17 SHIM THICKNESS TO BE 1/4'. LLn &D20 15 18 Q082 DETAIL � 1Al A2 1 Ailproat4mcamplylAswith the 21 Florld BuldlA Code 8 80 III Date ' 1 I 19 84 1X WOOD \\\ LYNN 'y�j Revised By: D.t.: Revision: �n D.de Code BUCKSTRIP, \\ QN• .4 i� SEE NOTE 2, ��a��.•'`7CENg' <<F THIS SHEET. Q' F l Redsed By. Date: Revision: 1/4'MAX SHIM — No.58705 :• * - ® Description: Drown By: CROSS SECTIONS&INSTALLATION J ROSOWSKI CONCRETE EMBEDMENT '.. ST-AiR PER ANCHOR a %O�'. �/(/� 1070 TECHNOLOGY DRIVE Tiff.: Dote: REQUIREMENT .. ... '.F<ORIDP,._•'\ \� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 ,,ss�• •••••. �`vG•` P.O. BOX 1529 INSTALLATION OPTION 3 /TONAL` , NOKOMIS., FL 34274 Series/IAodel: Scale: Sneet Dowing No. R. INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B lI 1X BUCKSTRIP INTO MASONRY. A.LVtSrS IAILLER.P.E. CERT. OF AUTH. #29296 CA-740 NTS 2 OF 10 MD-CA740-LM P.E.868705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . . . . . . .. . CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CAEAM XSCO •• •• ••• ♦pllmovca8tta,nplyle8\\IW Ike 000 ••• • • Flemid#�Pd.04 10',SEE NOTE 7,THIS SHEET WAN DalpFlOURE 1: 1. FIGURE 2: 740 SERIES/� / ml B AWNING C C WINDOW• s •• ••• •• gY. t,./ "(/��'((�}J D FRAME �� •• • • • • •s • J•-r-YV WINDOW / / / _ ASSEMBLY • • • •• • • HEIGHT TUBE • • • • •F EASSEM YTUBE NOTES: \ \ 10',SEE NOTE 7, .p •• • • • THIS SHEET TI DIMENSIONS SHOWN ARE 1IL � 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH � —CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT 6 WINDOW / SHOWN,ROUND UP TO THE NEXT --.-I WINDOW l / / AVAILABLE WIDTH OR HEIGHT h 740 740 / DIMENSION SHOWN ON THE TABLES. =V SERIES FRAME SERIES E ` ASSEMBLY - FRAME 2)ANY 740-SERIES PRODUCT ,g r CASEMENT CASEMENT —ASSEMBLY (CASEMENT,AWNING OR FIXED 3 WINDOW TUBE WINDOW / —E. TUBE --� CASEMENT)MAY BE ATTACHED TO a C/) 1 I THE FRAME ASSEMBLY TUBE.FOR t 740SERIES ALL WINDOWS,USE THE WINDOWS � a (n r FIXED WINDOW% NOA FOR ANCHORAGE,SIZE AND J LJ.. DESIGN PRESSURE LIMITATIONS. 00 O Q 0 / \ 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE 8 $p m W5 M INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO 740 SERIES INDIVIDUALLY COMPLY WITH THE CASEMENT EXTERIOR REQUIREMENTS OF THEIR } 0 F- WINDOW n / / RESPECTIVE NOA. J 0 N Z V 4)FRAME ASSEMBLY TUBE TO BE m Z> 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN W > AWNING CASEMENT DETAILS,WITH MIN.#12 X 1-SHEET Y FOR SINGLE UNITS: WINDOW WINDOW METAL SCREWS.USE THE SAME (f) (n Z MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE 1)DETERMINE YOUR WINDOW SIZE THROUGH FRAME OPPOSITE FRAME MEMBER. 0 „Lu 2 _T r AND GLASS. INSTALLATION HOLES FRAME ASSEMBLY = W Q 5)THE FRAME ASSEMBLY TUBE MAY u 0 u() ASSEMBLY TUBE •� Q 2)KNOWING YOUR ANCHOR TYPE NOT EXCEED 82'IN LENGTH(AS USED a � AND SUBSTRATE,DETERMINE TUBE IN A-83-FLANGED WINDOW)OR BE 3 p YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED IN TEE OR CROSS & V `� TABLE 3,SHEET 4. 1'SMS THROUGH CONFIGURATIONS. 740 SERIES THROUGH THROUGH CASEMENT INSTALLATION N to 3)FROM SHEETS 5-9,FIND THE INSTALLATION HOLES 6)THE FRAME ASSEMBLY TUBE IS ® o a HOLES WINDOW SHEET FOR YOUR GLASS TYPE. NOT REQUIRED TO BE CLIPPED TO FIND THE PRODUCTS DESIGN THE SUBSTRATE.ALL EXTERIOR cc 740 SERIES 740 SERIES o PRESSURE FROM THE TABLE FRAME JOINTS TO BE SEALED BY INSTALLER. .��'! _ CASEMENT EXTERIOR CASEMENT o LABELED'DESIGN PRESSURE ASSEMBLY 740 SERIES z o., S WINDOW WINDOW Z U m N a (PSS FOR SINGLE WINDOWS,ALL 157 TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, wCASEMENT ADDITIONAL INSTALLATION ANCHORS z •� 0 ANCHOR GROUPS•. w R o HORIZONTAL SECTION C-C WINDOW' MAY NEED TO BE INSTALLED >a z 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT z g 0 TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 d 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchone Required on each \\\\\\LYNN 1j/7j/i TABLES. Sld8 of Ilia Frame Assembly Tube IF AT) ��\�.ON�.•..•.—.114( 5)USING THE TABLE LABELED 2)FROM SHEETS SB,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Type \��.•'•\,\CENSE '•,F.Q 'IMNDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PST)FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE' OR'DESIGN LL Width A B,C d D _* •'•, (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS $ 17-22.9' 0 0 _ N0.58705 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 29•. 1 t -b JAMBS OF YOUR WINDOW. r Wudow Anchor Typo ;�••. 3 1./.F / 6 INSTALL AS PER THE 4)USING THE TABLE LABELED-WINDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF LL FA ST TE OF <(/� YOUR WINDOW. 17'-22.9• 0 0 '��(C`S''F P.•�\(,\?� INSTRUCTIONS ON SHEET 2. CORIO, 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE '-25.9' 0 1 //SOON SHEET 2),AND THAT MIN.#12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 28•F 1 t C L"N"t, P.E.#69705 .. .. . . . .. .. . . . . . . . . . . . TABLE 2: TABLE 4: • • • •• • • Window Anchors Required Jamb Onubl/er LACationi! •• • • • • • • All • • Is • ••� approval 91 cogfplANS With IIW Window Width(in) 'lase Ty e' ••• • Plorlda aid^n C p ) under 23' 2&15/76' 27-314• 30' 33-112' 35• 37' PVB SGP Datc t Anchor Group Anohor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (hypes 1,4&5) (Types 2,3&8-9 nOA# A 8 C&D A 8 C&D A 8 O&D A B C&D A 8 C&D A B C&D A B C&D ) F�—I,Prmdoct,-Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23• 63'end 1•bne• � ••• •• JS Headl981 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 lase •Require: • • • • Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •Z • ••• •m�O- • •• -• 2S15I78' Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12'nW.16.• •4.- m• • • 38-318, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 oyer 83' ercl•end 8�0'• eeoY and♦30Y ••• •• HeadlSill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. 48, Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 J Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 O p 50-5/8, Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 8 6 4 h •� Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 s Jamb 6 8 4 8 8 4 6 B 4 8 8 4 i3 8 4 8 8 4 8 8 4 1)USE THIS TABLE FOR (1) z V �. ALL WINDOWS PER THE oti -g Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: J ELEVATIONS ON SHEET 1. �u 83' Jamb 6 6 8 8 6 8 8 8 6 6 6 6 6 6 8 6 8 8 6 8 a DIMENSIONS SHOWN ARE p pE g Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. X r 7Y Jamb 6 8 6 6 8 6 8 8 8 a 10 a 8 io 6 8 10 6 8 10 6 X X X X O (n O{ Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT J LL Jamb 8 8 8 8 6 8 0 10 8 8 10 6 8 10 8 8 10 6 8 f0 8 SHOWN,ROUND UP TO 00 O 76' THE NEXT AVAILABLE Head/Slll 2 2 2 ff 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 xB ODQWIDTH OR HEIGHTJemb 8 t! 8 0 6 6 f0 6 8 10 8 8 10 8 DIMENSION SHOWN ON o oaO Heed/SIU 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X 0 O 0 0 a l--• X O ZQ C) N Z TABLE 3: W Z Min. Min. Anchor x o X X X Y Mu. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/18•ANNEALED SGP LAAAI.GLASS, Group Anchor Substrate Edge O.C. Plate Embedment 1/4'MASONRY ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED,NO ANCHOR PLATE U) )— Distance Distance Required? Z O 114"steel Ulimcon Hollow.Block 1' 6• 1-114" No CASEMENT ANCHORS: 0 ll.l S.Phe 518" 1• 1-3/8" No '( t "� Uj o` r A #14,steel SMS(G5) 6083 T5 Alum. 318• 518` 0.050 No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701.90. O O �O O ms` (n o= Q 2 or#14,410 SS SMS A36 Steel 3/8' 518' 0.050 No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED p��'�tk�y P�'�O m .k Z u(/) n U A653 Stud,Gr.33 318" 5/8' .035",20 Ga. No AND DOES NOT REQUIRE THE ANCHOR PLATE. Q ��,0� F �� o $Q C5 V N S.Pine 518" #.045', 1-318" No P SJO� P ,5v0 B #12,steel SMS(GS) 8083 TS Alum. 3/B" .050' No C)FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. or#12,410 SS SMS A36 Steel 3/8" .050• No 1p A853 Stud,Gr.33 318' ',20 Ge. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. `e N 2.85k Concrete 2412• 1-318" No >n N a 1/4"steel Ullrecon 2.85k Concrete 1' 1314" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10, 110* ce .nn Hollow Block 2-1/2" 1-1/4' No F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4" �� 4•-I y„I 4' x C S.Pine 518" 1-318" Yes z ur m a #12,steel SMS(G5) 6063-T5 Alum. 3/8" 1/16" Yes SIDE OF THE AWNING(HEAD&SILL). 4" F z 0 or#12,410 SS SMS A313 Steel 318' .050' Yes o o_o A653 Stud,Or.33 3/8• ',18 Ga. Yes z 5.Pita 518• 1' 1318" Yes FIXED CASEMENTANCHORS(SEE SEPERATE NOAL / o #14,steel SMS(G5) 8063-T5 Alum. 318` 518" 1116" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. or#14,410 SS SMS A38 Slael 318" 5/B" .050' Yes 10.8' A053 Stud,Gr.33 3/8' 518• .045',18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13.25' \��pNV LYNN�'!, /,/ 2.85k Concrete t' 4" 13/4' Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. ��'. •�(� �� 114'steel Ullrecon 2.85k Concrete 2-112" 4" 1318" Yes '1,10ENSg •,. Q 0 Hollow Block 2-1/2' 5" 1-1/4" Yes C)FROM TABLE 26,5 ANCHORS ARE REQUIRED IN EACH JAMB. 81• \ Z No.58705 Filled Block 2-1/2• 4- 1314` Yes _ 1/4"410 SS 3.35k Concrete 1` 5" 13/4" No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. CreleFlex Hollow Block 2-1/2` 5' 1-114' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 11 \ •' 3 1 al7� r 1N; 3.5k Concrete 1-114' 5" 1-3/4' No 1 %�0 STATE OF ,! 5118•steel Ullrecon Hollow Block F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4• 4• `�� FCORIOP•••• �` Filled Block 2-1/2" 5" 1-314" No SIDE OF THE FIXED CASEMENT(HEAD&SILL). ' G NOTES: I-�— 25 I ' 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' A LYNN MILLER.Pr:. 2)ANCHORS MAYBE HEXHEAD,PANHEAD OR FLATHEAD. P.E.#re7os . ... . . . ... as • • FOR GLASS V( E r • •• - TABLE 5: . • • • Design Pressure(pep for Single Windows,A8 Anchor Groups 1)5/16"LAMI(1/8 AN-.090"PVB-1f6 AN)",• •• • •• • Approved ss compl)iagwiththe 4)7/8"LAML IG:(1/8"AN-7/16"AIR-1/8'AN-.090"PVB-1/8"AN) Dal.Flofla Mala c e Dal. 1 Window Width pliorA -, under 23' 25-16/16' 27.1/4' 30' 33112' 35' 37' 0• &f ®I�Pgadu under 23' +701-90 +70150 +701-90 +70130 +701-90 +701-90 +701-90 •• • • • :00 m• •b .00 B_ 2&15116' +701-90 +701-90 +701.90 +70130 +70130 +701-90 +701.90 [1 9 383/8' +701-90 +70150 +701-90 +70/-90 +70/-90 +701-90 +701-90 ••, .•• • • ••• •• •• WINDOW • 48' +701.90 +701.90 +701-90 +701-90 +70/•90 +701.90 +70/51 HEIGHT • • • •.• • • •• 50-518' +701-90 +701-90 +701.90 +701.90 +701.90 +701-90 +70/59.2 60' +701-90 +701-90 +701.90 +701.88.5 +701-80.8 +701-77.7 +70144.3 I 63' +701-90 +701-90 +701.90 +701.84.3 +701-78.5 +70/-73.7 +701-70.1 WWIDTH J) 72' +701-90 +701-87.2 +701-77.7 +601-71.5 +601-82.4 +e01-60.9 +/-59.3 O 76' +701-90 +701-84.6 +701.75.7 +1.67.3 -1-58.9 .1-57.2 +!•55.e SEE SHEETS i&4 FOR W WINDOW ANCHOR CL 84' +701-90 +701-80.4 +701-71.3 +60182.! +/-54.2 LOCATIONS AND QUANTITIES. z"U z � o� TABLE 8: O J LL Design Pressure(psp for Windows A(tached to a Vertical Frame Assembly Tube o (9 Q O FTI Wintlow Wi((h L 00 W W to under23•' 2515116" 27-314" 301' 33-112" 35" 37" v (L "r Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (n > _U) A B C D A B C&D B A,C&D B A,C&D A B C&D B A,C&D 8 A,C&D W O under 23" +701-90 +701-90 +70'-00 +701-90 +70/-90 +7D'-90 +701-90 +701-90 +70'-90 +7D1-90 +701-OD +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 ? 0 z 25-15116" +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +7d-90 +701-90 +701-90 +701-90 +701.90 +70/-90 +701-90 +701-90 +70'-90 +701-90 U) z -g-, 3&318" +701-90 +701-71.0 +70'-90 +701-90 +701-61 +701-90 +701-90 +701-90 +70'-90 +701-90 +701.90 +701-90 +701-90 +701-90 +70/-90 +701-90 +7d-90 +701-90 W 48" +701.73.1 H-57.3 +70'-90 +701-90 +1-84.8 +70'-90 +701-90 +70150 +70'-90 +701-878 +701.90 +701-90 +701-78.8 +701-90 +701-90 +701-90 +701-88.9 +701.90 �+ 50518" +1-69.3 +1-54.3 +701-90 +701-90 +1-61.4 +701-90 +701-90 +701-90 +7d-90 +701-83.2 +701-90 +701-90 +701-74.6 +701-90 +701-892 +701-90 +701.84.3 +701-89.2 0- Z 60" +1.58.5 +1-45.8 +701-84.7 +701.90 +1-51.8 +701-81.2 +701-90 +707-75.9 +701-90 +701-70.2 +701.88.5 +701-80.3 +1529 +701.8(1.8 +701-75.2 +701-71.7 +701-71.2 +701.74.3 O z W ._1 63" +155.7 +I-03.8 +701-BD.7 +70/-89.5 +1-49.3 +701-77.3 +701.90 +7d-72.3 +70'-90 +/-68.0 +701-84.3 +701-76.5 +/-59.9 +701-78.5 +701-71.6 +701-73.7 +1-67.8 +701-70.1 -`o(7 W o Q ° O •yc U) U) a U FRAME rc of LLI � o 0 ti V ru 10'MAX. --�t� A SEMBLY E TABLE 7: �Design Pressure(psp br Windows Attached to a Hodzonlal Fmme Aasembty TubeWINDOW Window Wldlh HEIGHT under 23" 2SI5/16' 27-314' 30' 33-1/2' 35' 37' WINDOW FRAME ARSEHEIOHi ASSEMBLY L U o...rnchor Anchor Anchor TUBE DDITIONAL u- ArohorGroup Anchor OrouD Anellor Oroup J+ +LWINDwzoGfOup Group Group Group yylpTHNCHOR F 0 0 AN All All All B A,C&D A 8 C&D A 8 C&D 10"MAX (4),F RED. o or o z M E+72�2 +70130 +701-90 +70130 +70/-82.1 +701.90 +70130 +7N-76.5 +70130 +70130 +701-74.3 +70150 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR +70130 +701-90 +701.90 +70130 +70130 +701-86.8 ♦701-80 +701-90 +701.84 +701-90 +70130 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 111 IIIII I//,,. (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS ` III / +70!30 +701.90 +70130 +701-90 +701-90 +701-90 +70/30 +70/-90 +701-90 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY �� pN•,. ...,,•/(� /// L' +70130 +70130 +70130 +701-8(I +701-90 +70130 +701.90 +70150 +70150 +701.90 +701-90 TUBE. �� 'l�,•'•�10ENSF '•.1-•Q = +70130 +701.90 +701.90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701$9.2 +701-89.2 +701.89.2 WINDOW _ WIDTH •'.'O( +70/30 +70130 +701.88.5 +701-80.6 +701-80.6 +701-77.7 +701-77.7 +701.77.7 +701-74.3 +701-74.3 +701-74.3 `* NO.58705 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ 3 +70130 +701-90 +701-84.3 +701-76.5 +70/-76.5 +701-73.7 +701-73.7 +701-73.7 +701.70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET _ _ - 0 +701-67.2 +701-77.7 +701-71.5 +60182.4 +601-62.4 +60/50.9 +601-60.9 +601-60.9 +1-59.3 +/-59.3 +1-59.3 3FORANYADDITIONALANCHORS -'O 3 I&f!3 W 0 +70184.8 +701-75,7 +157,3 *1.58.8 +158.9 +/-57.2 +/-57.2 *I-57.2 +1-55.8 +l-55,8 +155.6 REQUIRED FOR THE FRAME ASSEMBLY �� STATE OF0 +701.80.4 +701-71.3 +60/82! +/-54.2 +184.2 TUBE. O'��•'•,FCOR(OP;.''•G•=� NOTES: J/ 0N `?` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)== )3EE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.N 56706 . .•• FO A$STYPt •• is • TABLE 8: • ��• • • • • Approved sscompvhlitwllhlhe Design Pressure(psp for Single Windows,All Anchor Groups 2�7/"16"/-AMI(3.11 G•AN-.090"9GP�31'I�•AN) •• • Fturlds ulNsll Cod Date 201�j hNOAX Window Width fill I D de P7wlue C under 23' 25-15116' 27314" 30" 33-112' 35" 31' t • •• under 23" +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 WINDOW ••• • • • • •• •• Dy, i 25.15116" +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 HEIGHT 38318' +901-130 +901-130 +90/•130 +901-130 +901-130 +901430 +901.130 . • • • • •• • 48^ +901.130 +901-130 +901-130 +901-130 +901-130 «901.130 +901-130 ••• • • •• • • •• a = 50-5/0" -90/-130 +901-130 +901-130 +901-130 +901.130 +901-130 +001-130 WINDOW 60^ +90/-130 +901-130 +901-130 +901-130 +001-130 +901-130 +901.130 WIDTH 63" +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-129.8 SEE SHEETS 1&4 FOR J 72" +901-130 +901.130 +901.130 +90%130 +901-129.1 +901-122.5 +9p1-113.8 WINDOW ANCHOR p LOCATIONS AND QUANTITIES. W 76' +901-130 +901-130 +901.130 +901-130 +901.124.1 +001-118.7 +901.107.0 CL I` 84" +901.130 +901-130 +901-130 +901.130 +901-116.4 N � � •a d z a� r p TABLE 9: � J LL Design Pressure(psp for Windows Attached to a Vertical Frame Assemdy Tube O (� ¢ - O Window Wldh m DO W W Z(0 7" S O � under 23 2515118 27-314" 30'• 33112" 35" 3 o d W m r Group Group Anchor Group Anchor Group Anchor Group Ancho p Anchor Group Anchor Group AnchorG p p (n � � A B C D A B __a&D 8 A,C&O A B C&D A B C&D 8 A,C&D A B C&D W O =r under 23" +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +74-90 +701.90 -70'-90 +701-90 -701-90 +701-90 +701-90 +701-90 +701-90 +701-00 _ N Z r 25-15/16" +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 -701-90 -701-90 +701-90 -701.90 +701-90 +701-90 +701-90 +70'-90 +701-90 +701-90 +70190 +701-90 +701-90 (n Z_ 38-318" +701-90 +701-71.6 +701-90 +701-90 +701-81 +701-90 -701-90 +701-90 -701-90 +701-90 +701-90 +701-90 -7(0.90 +70/-90 +701-90 +701-90 +701-90 -701-90 +701-90 +701-90 _ co 4B" +701-73.1 +1-57.3 -701-90 +701-90 -1-64.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701-90 +701.90 +701-90 -701-90 +701-90 +701.90 +701-90 +701-88.9 +701-90 Y 50-518" +/.69.3 +/-54.3 +701.90 +701-90 +1-61.4 +701-90 +701--90 +701-90 ±70'-90 +701-90 +701-83.2 +701-90 -701-90 -70190 +701-90 +701-89.2 +701-90 +701-90 +701-84.3 +701.90 j Q, Z ,0a, +701-80.3 +701-78.8 +701.90 +701.75.2 +701-90 +701-90 +701.71.2 ' W 80" +1-58.5 +l 45.8 +70f 84.7 +70190 +Ib1.B +7d 81.2 70!90 +7(T 75.9 701-90 +701-89.0 +701-70.2 +701-90 +701-90 11 Q Z c t 63" -/-55.7 +1-43-6 +70/-80.7 +7ry-89.5 +1.49.3 -70'•77.3 -70f-90 +701-T2.3 +7LY-90 +701-85.3 +l-88.9 +701-90 +701-78.5 +701-74.9 +701-90 +701-71.6 +701.90 +701-86.5 +197.8 +701-90 to (1) o W $Q $ �° 0 U5 \U W _o< C • FRAME z p'"7 x 0 f�U Si 10^MAX. -� ASSEMBLY TABLE 10: TUBE W ZN a Design Pressure(psp for Windows Attached to a Horizontal Frame Assembly Tube ® o N N rn WINDOW M n a F-1 - Window Widh WINDOW FRAME HEIGHT order 23" 2615118" 27-3/4" 30' 33-1/2" 35" 3T HEIGHT ASSEMBLY I TUBE i m'N Anchor Anchor Anchor Anchor Anchor Anchor i + c>- Anchor Group Anchor Group JJJ_--_ILL__.. I I ADDITIONAL w z p Group Group Group Group Group Group �I f"- AY All All All 8 A,C&D A B C 8 D A B C d D 10"MAX. WIDTH (qN IF REQ. ~CHOR �"a y O o O under 23" +79-90 +701-90 +701-90 +701-90 +701.821 +701-90 +701-90 +70'-78.5 -701.90 +701.90 +701-74.3 -701-90 ADDITIONAL ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR V48" +701.90 +701-90 +701-90 +701-90 +701-90 -701-90 +701-88.6 +701-90 +701-90 +701.84 +701-90 +701.90 (4),IF REO. LOCATIONS AND QUANTITIES.SEE SHEET 11 I I I I +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 3 FOR ANY ADDITIONAL ANCHORS � .( LYN/1/ REQUIRED FOR THE FRAME ASSEMBLY �� oN........Mq +70'-90 +701-9D «701-90 +701-90 +701-90 +701-90 *701-90 +701-90 +701.90 +701-90 +701.90 +70!-90 WINDOW TUBE.WIDTH I 70'-90 +701-90 +701-90 -701-90 +701-90 +701-90 +701-90 -701-90 +701-90 +701-fl0 70/-09 +701-90 Q'+701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +7(Y-90 -701-90 -701-90 +701-90 +701-90 +701-90 SEESHEETS 1&4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEETNo.58705 7Q'-90 +701-90 +701-90 x701.90 +701-90 7d-90 +70'-90 +701-90 -701-90 ♦70/-90 +701.90 ♦70'-90 3 FOR ANY ADDITIONAL ANCHORS 701-90 +701-90 +701-90 +701-90 -701-90 +7(v•90 +70'-90 +701.90 +701.90 +701-90 -701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY 7"0 � ' '3 Q' 76" +79-90 -701-90 +701-90 -70/-90 -701.90 +70'-90 +701-90 +701-90 +701.90 +701-90 +701.90 +701-90 TUBE. %� 3311 84" +70'-90 +701-90 +701.90 +701.90 +701-90 +701-90 Q STATE OF NOTES: 1�NAI-11111%1�'` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, A LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.966705 . ... . . . ... , . ... . . . . ... FOR GU6,1 TYPE$ :. st • • TABLE 11• ♦� , , • • ••� Design Pressure(pso for Single Windows,All Anchor Groupe 3)7/16"LAM-(3/16 HS-.090"SGP-3,x1 B f1S� • ,, ','" • • Moridn Holding complying nds with the Window wMih 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3x16"HSS-.090"SGP-3/16 HS) Dale is under 23P 25-15118• 27-314• 30' 334/2• 35' 37• 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) f♦<O®ID de Product rot under 23' *901-130 +901.130 +901-130 +901-130 +90/-130 +901-130 +901-130 ,, , • • •• •• •• *00 8 26-1&18' +90%130 +901.130 +9p/-130 +901.130 +901-130 +90/-130 +901-130 � •, •.• • • • • •• • � 38.318' +901-130 +90/-130 +901-130 +801-130 +90/.130 +901-130 +901.130 • WINDOW • • • • • •' ' • {y 48' +90%130 +901.130 +901-130 +90/-130 +901-130 +901-130 +901-130 HEIGHT •• •,' ••• T 50{98' +001-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 l 60' +901-130 +801-130 +001.130 +901-130 +901-130 +901-130 +901.130 L 63' +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +801.130 WINDOW�. J WIDTH 72' +901.130 +901-130 +901-130 +901-130 +90/430 +901-130 +901.130 78• +g0/-130 +901-130 1 +901430 +901.13o +901.130 +901-130 +901-130 SEE SHEETS 1&4 FOR LU 84' +901-130 +901-130 +901-130 +901-190 +901-130 WINDOWANCHOR LOCATIONS AND QUANTITIES. Z[1 A 0oTQ Z o`m TABLE 12: r O C14 � J r Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly Tube O (7 LL Q O m Window Widh y OBD W L o h under 23" 2515116" 27-314" 30" 33112" 35" 37" o o°O Q. 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&O B A,C&D A B I C&D A B M+701-90 -70/-90 B A,C&D A B C&D W O off under23" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 .701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 701-90 +701-00 +701-90 +701-90 +701-90 2515116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 701-90 +701.90 +701-90 +701.90 +701-90 fnZ38-318" +701-90 +701-71.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 701-90 +701-90 +701-90 +7013% +701-90 W48" +701-73.1 +157.3 +701-90 +701.90 +1.84.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701.90 +701-90 +701-90 701-90 +701.90 +701-90 +701.68.9 +701-90 50-518" +/-89.3 +1-54.3 +701-90 +701-90 +1.61.4 +701-90 +701-90 +701-90 +701-90 +701.90 +701-83.2 +701-9D +701-90 +701-90 701-89.2 +701-90 +701-90 +701.84.3 +701-90LLJ Z80" +158.5 +1-45.8 +701-847 +701-90 +151.8 +701-81.2 +701-90 +701.75.9 +701-90 +701-89.8 +701.70.2 +70130 +701-80.3 +701.78.8701.76.2 +701-90 +701-90 +701-71.2 +701-90 Z $n 0171.8 +701-9D +701-88.5 +1.67.8 +701-90 o63" +155.7 +1-43.8 +701-80.7 +70'$9.5 +1-49.3 +701-77.3 +70/-90 +701-72.3 +701-90 +701.85.3 +/-88 *70178.5 *701-74.97 fn m 9 w s O aF3 cn U FRAME 10'MAX -►t�- A�l SEMBLY TABLE 13: E Design Pressure(psQ forWindows Attached to a Hor¢onlel Fmme Assernbly TubeWINDOWB Window Width WINDOW FRAME HEIGHT o�under23" 25-15118' 27-314' 30" 33-1/2" 35' 37' HEIGHT ASSEMBLY oIAnchor Anchor Anchor Anchor Anchor AnchorTUBE Group Getup Getup Group Getup Group AnchorGmup AnchorGroup Iy/g./DDDITIONu F�oo'�I CHOR >a 0 All All All All B A,C&D A 8 C&D A B C&D 1U' WIDTH (4),IF REO. n z z under23' +701-90 +701-90 +70'-90 +701-90 +701-82.1 +701410 +701.90 +70/-78.5 +701-90 +701-90 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15118" +701-90 +701-90 +701-90 +70'90 +701-90 +701-90 +70/-88.8 +701-90 +701-90 +701-81 +791-99 ANCHOR x70/_90 LOCATIONS AND QUANTITIES.SEE SHEET (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS ♦\ LYNN 38-318' +701-90 +70'90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 ♦ N� �i REQUIRED FOR THE FRAME ASSEMBLY ♦♦ 0 ........... 48" +701-90 +70190 +70190 +70'90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 I WINDOW I TUBE. � .• �1GENS, = 50{d8' +701-90 +70190 +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +70/-9D +701-90 +701-90 _770f 9-0 -�I WIDTH 80' +701-90 r7g/-90 +701.00 +701-90 +701-90 +7490 +70190 +701_90 x701-90 +70/-90 +70/-90 +701-9p SEE SHEETS 1&4 FOR WINDOW ANCHOR *: ND.58705 63' +70190 +701-90 +70190 +70'90 +70190 +70'190 +701-90 +701-9D +701-90 +701-90 +701-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS - µ- t ' 72' +70'90 +70190 *70'90 +70190 +701-90 +70'•90 +70'90 +701-90 +701-90 +701-90 +70/-90 *701-90 REQUIRED FOR THE FRAME ASSEMBLY •, 3 (�'fJ .•(�� 76' +701-90 +701-90 +70190 +70'-90 +70190 +701.90 +70190 +701-90 +701-90 +701-90 +701-90 *101-90 TUBE. STATE OF 141 84• +701-90 +70'-00 +701-90 +70'-90 +701-9D +701-90 �O'��('•.F<ORIOf`!•'\•`G`�� NOTES: !,/7/Sjs/ONAI-`````♦♦♦ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.068705 . ... . . . ... .. .. . . . .. .. FOR GLAS6VWtB: owe TABLE 14: 16)7/8"LAMA,IG: 1/8"T-7/16"AAI;- 8" N-.090"PVB•'1T"AN) ' 600( • +rPlo.rd„ass:pil4.pa4th tpp Design Pressure(pso for Single Wndows,All Anchor Groups G•o •• • Ffodh r-,idirt, sic • • Data_._ �AAH Window Width MI nil Ua e f oduel(:y under 23' 2615116" 27,14' 30" 33.1/2' 35' 37' under 23" +70/•90 +701-90 +701-90 +701.90 +70'-90 +70150 +701$0 WINDOW •• . • • •• •• •" / 2515118" +701.90 +70)-90 +701.90 +701-90 +701-90 +701.90 +701•90 HEIGHT • • • • • • • 38.3/8' +701.90 +701-90 +70150 +701.90 +70190 +70190 +70190 j •'• ••• • • ••• •• •• 48" +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/50 _I- • • • • • • • • 505/8" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 --�WINDOW •• . • • • • ••• 60" +701-90 +701-90 +701-90 +701.90 +701-90 +701-88.8 +70!$4,6 WIDTH 83' +701-90 +701.90 +70/-90 +701-90 +701$7.2 +70/-84 +70/-79.9 SEE SHEETS 1 84 FOR i 72" +701-90 +701-90 +70188.5 +701-81.5 +601-70 +60!$9.4 -601-67.6 WINDOW ANCHOR O LOCATIONS AND QUANTITIES. W � 76" +701-90 +701-90 +701-86.3 +701-78.7 +601$7.2 +601$5.2 +60!$3.3 d 2 h 84' +701-90 +701.90 +701-81.3 +601.70 +601$1.8 (n z°V (Z o TABLE 15: N Q r O Design Pressure(psi)for Windows Attached to a VaNlcei Frame Assembly Tube M Window Width O Q 0 under 23' 25-15/16' 27.314' 30' 33.112' 35' 37' ,uG u 00 W W co Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AnehorOroup Anchor Group o O d C) `^ A B C D A B C&D B A,C80 A B C&D A B C&D B A,CBD B A,C80 V) under23' +701-90 +70150 +701-90 +701-90 +70/-90 +701-90 +701-90 +701.90 +701-90 +701-90P+701-63.2 +701-90 +701-f10 +701-90 +701.80 +701.90 +70/50 +701-90 +70/-90 25-15116' +701-90 +701-90 +70/-90 +70/-90 +701-80 +70/-90 +70/50 +707-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701.90 +701-90 +70150 rn Z 38,18' +701-90 +701-71.6 +701-90 +701-90 +701$1 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +707-90 +701-90 +701.90 +701-90 +70150 +701.90 +70150 (n Z 48' +70f-73.1 +1-57.3 +701-90 +70/-90 +1-84.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-78.8 +701-90 +701-90 +701.90 +701$8.8 +707-90 � 50518' +1.68.3 +/-54.3 +701-90 +701-90 +l-61.4 +70/50 +701-90 +701-90 +701-90 +701-90 LIJ +70150 +701.90 +701-74.8 +70150 +701-89,2 +70/•90 +701-84.3 +70690 Y W+ . +/-05.8 +701-84.7 +70/-90 +/51.8 +70/-61.2 +70150 +701-76.9 +70150 +70/$9.8 +70150 +70150.3 +/$2.9 +701-fiD +701.76.2 +70/88.8 +701-71.2 +701$4.8 j 0., W O 83' +655,7 +/-03.8 +70/80.7 +701$9.5 +/.49.3 +701-77.3 +70150 +701-72.3 +70180 +701$5.3 +701.90 +70/-78.6 +/-59.8 +701$7.2 +701-71.8 +701$4 +7$1.8 +707-78.9 0 Z _ti m fA o(9 W 8Q FRAME i .0 (n U 10'MAX {�- A89EMBLY k X WQ 'c TUBE � oP --3 0 ,'i TABLE 16: i a WINDOW Design Pressure(pso br Windows Attached to a Horizontal Frame Assembly Tube HEIGHT a N m N N M va Window Wldlh under23' 25-15118' 27-Wr 30' 33.112' 35" 37' WINDOW FRAME ADDITIONAL o x 1,7 WINDOW HEIGHT ASSEMBLY WIDTH ANCHOR = Mui Anchor Anchor Anchor Anchor TU8E Group Group Group Group Anchor Group AnchorGroup Anchor Group (4),IF REO. W 0 0 5 0 iL SEE SHEETS 1 8 4 FOR WINDOW ANCHOR a Y All All All All 8 A.C 6 D A B C 8 D A B C 8 O 10•MAX. LOCATIONS AND QUANTITIES.SEE SHEET o z w under 23' +70150 +701.90 +70150 +701-90 +701-82.1 +701-90 +701-90 +701-78.5 +701-90 +701-90 +701-74.3 +701-90 ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS 1 1 1111 j 25.15118' *701.90 +701.90 +701.90 +701.90 +70/•90 +701-90 +701$8.8 +701.90 *70/•90 +701-84 +70/•90 +701.80 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 38318' +701.90 +701-90 +701.90 +701-90 +701.90 +701-90 +701.90 +70/-90 +701.90 +101.90 +701-90 +701.90 (4),IF REQ. TUBE. 48' +701-90 +701-90 +701-90 +70/-90 +70(-90 +701-90 +701-90 +70150 +701-90 +701-90 +701-90 +701-90 \�� ,•'•�%CENS, F'Q ' 505/8' +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/80 +70150 +701-90 +70/-90 +.701-90 WINDOW I Q WIDTH Imo- _ k: No.58705 80` +701-90 +701-80 +70150 +70!50 +701-90 +70/•90 +701$6.8 +70188.8 +701$6.8 +701$4.6 +701$4.8 +701$4.8 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ / - 83' +701-90 +70150 +701•80 +70/•90 +701$7.2 +701$7.2 +701-84 +70/$4 +701$4 +701.79.9 +701-79.9 +701-79.8 LOCATIONS AND QUANTITIES.SEE SHEET - - (/•- x- 72' +701-90 +701.90 +701$8.5 +701$1.5 +801-70 +80/•70 +60189.4 +80!$9.4 +80!89.4 +601$7.8 +80187.8 +60187.8 3 FOR ANY ADDITIONAL ANCHORS "O 3 ($)3 •;•�lU\ 78' +701-90 +701-1X1 +70188.3 +701-78.7 +80/87.2 +801-87.2 +80185.2 +601$5.2 +60/85.2 +80183.3 +80183.3 +80183.3 REQUIRED FOR THE FRAME ASSEMBLY ST TE OF TUBE. O'� FLORIOP•'••�\ 84' +70/-90 +701-90 +701$1.3 +60/-70 +80!$1.8 +601$1.8 �i�(C s1'0NAk- NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. - P.E.e 68705 . • . • • •• . . . ..• . Is • • ... FOR GLASS T 9E6:• • TABLE 17: �*� •• 4, ' • • Design Pressure(ps0 br Single Windows,All Anchor Groups 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-J(1 Q'A1►`;090"SSP-1/1 -'AN) • • 4PP1arcJ as eoelP10-9 xilh she 100 • FInrIJu Bu1diAg Catle 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/161 AN-!090"Sl*p X3/16' AN) 11e1e1j r Window wialb Monad -L� under 23" 25-15118' 27-314' 30• 33-1/2' SSS 37' M Aral D de Product Cggtroh under 23' +901-130 +901-130 +90/-130 +906130 +901-130 +901-130 +901-130 • •• •♦ •• B r, 25-15118' -90/-130 +901-130 +901-130 +901-130 +806130 +901-130 +90/-130 ••' ♦ t • • • 0 Y, 383/8• +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +90/-130 WINDOW • ••• • ' • • •• •• 48' +901.130 +901.130 +901.130 +901-130 +90/-130 +901-130 +901-130 HEIGHT • • • • ' •• • • t 50-518' +90/-130 +90/-130 -90/430 +901-130 a90l-130 +901-130 490/-130 •• • • • • • ••• • 60' 4901-130 +901-130 +901-130 +901-130 +90/-130 +901.130 +901-130 1 11 63' +90/-130 +90/-130 +901-130 -901-130 +801-130 4901-130 +901-130 _4 WINDOW WIDTH _J 72' +90/-130 +90/-130 +901-130 +901-130 +901-130 +901.124.6 +901-115.7 1 SEE SHEETS 1&4 FOR 76' +901-130 -901-130 +801-130 a90/-130 +80/-126.2 +901-118.7 +901-109.6 W 'd' WINDOW ANCHOR 84• +90/-130 +901-130 +901-130 a90l430 +901.118.4 LOCATIONS AND QUANTITIES. � zU C7 ; TABLE 18: N Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly Tube Vr J `- LL M Window Wirth 76 -. W H m 0 under 23" 2515118" 27-314' 30" 33.112" 35" 3T" o O W Il-I in O Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group co A B C D A B C8D B A,CBD A B CRD A B Clio 8 A,C80 A B C&D W ..� under 23` +701-90 +701-90 .70190 a70/-90 +701-90 +701.90 -701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 -701-90 -701-90 +701.90 +701-90 -701-90 -701-90 +701-90 = H Z Y 2515118' +701-90 +701-90 +701-010 +701-90 +701-90 +701-90 +701-90 +701-90 -701-90 +701-90 +701-90 +701.90 +701-90 +701.90 +701.90 +701-90 +701-90 x701-90 +70/-90 +701.90 Z 38-318" +701-90 +701-71.6 +701-90 +701-90 +701-81 +701.90 +701-90 +701-90 +79.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 _ fn 48" -701-731 +1-57.3 +701-90 +701.90 +1$4.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.6 +701.90 +701.90 +701.90 +701-90 +701-90 +701-90 +701.90 +70'.88.9 001-90 Y L g_ LU 50-518" +1.69.3 +1-54.3 +701.90 +701.90 +161.4 -701-90 +701-90 +701-00 +701-90 +701-90 +70133.2 -701-90 +701-90 +701.90 x701-90 +701-89.2 +701-90 +701-90 -701-84.3 +701-90 d Z O �+ 801" +1-58.5 +1-45.8 +701-84.7 +70/-90 a1-51.8 +701-81.2 +701.90 +701-75.9 +701-90 +701.89.6 +701-70.2 +701-90 +701-80.3 +701-78.8 +70'-90 +701.75.2 +701-90 +T01-90 +701-71.2 +701-90 O Z LLI 63" +1.55.7 +1-43.6 +701.80.7 +701.89.5 +1-09.3 -701-77.3 +70/-90 +701-72.3 +701-90 +701-85.3 +1-68.9 +701.90 +701-78.5 +701-74.9 +701-90 +701-71.8 +701-90 +701.88.5 +1-07.8 +701-90 � �!n W �Q g O aU) �U «W Q .t FRAME 10'MAX. ASSEMBLY TUBE TABLE 19: ro Design Pressure(psq for Windows Attached to a Horizontal Frame Assembly Tube WINDOW e HEIGHT a Window Width LL �, ME under23' 25-15118' 27.314' 30' 33.112` 35• 37' HEIGHWINDOT/ ASSEMBLY ?�mF7i < Anchor Anchor Anchor Anchor Anchor Anchor I I TUBE 1 WINDOW I_ ADDITIONAL 8H .' Group Group Group Group Group Group Anchor Group Anchor Group 1Y Ji_ --►{ WIDTH f ANCHOR r�1 a o 0 4 IF REO- o o F All All All All B A,C&D A B C&D A B C&O 10'MAY (1 o Z r�i under 23' +70/•90 +701-90 +701-90 +70130 -70/-82.1 +701-90 +701.90 +701-78.5 +701-9(1 +701.90 +701-74.3 +701.90 I ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR O ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 25-15118' +701-901 +701-90 +70/•90 +70/-90 +701-BO +701.90 r701.8B.0 x701-010 +701.90 -701414 +701.110 +741-110 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORSLYNN 38318• +701-90 +701-90 +701.90 -701-90 -701.90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701.90 REQUIRED FOR THE FRAME ASSEMBLY �� CNV,.....,,Af/( �, 48' +70/-90 +701-90 +701-90 +701-90 +701.90 +701.90 +701-90 +701.90 +70/-90 +701-90 +70190 +701-90 1 WINDOWI TUB' `�6Z •'L,iCENS�c '•�F•Q j 50-518' +701-90 +701-90 +70/-90 +701-90 -701-90 -701.90 +701-90 +701-90 +701-90 -701-90 +701-90 +701-90 ~i WIDTH FF '.- ' 80' +70/-90 +701-010 -701-90 +701-901 +70190 +701-90 +70/•90 +701-90 +701-90 +10/-90 +701.90 +70.1.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ No.58705 '• = 63• +701-9D +701-90 +701410 +701.90 +701.90 +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET - 72' +701-90 +701-90 +70190 +70190 +701-90 +701.90 +701-90 -701-90 +70/-90 +701.80 +701.90 -701-90 3 FOR ANY ADDITIONAL ANCHORS - NIS_3 LL' REQUIRED FOR THE FRAME ASSEMBLY 1 76' +701-90 +701-90 +701.90 -70/90 +701.90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701.90 TUBE. %��'• STATEOF • 84' 1 +701-901 1 +701-90 +701-90 +701-90 +701-90 +701-90 ��'��S'•.FCORIOP.•;��\� NOTES: ,S/ONAL \``• 7 SEESHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. III A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a 55705 TABLE 20: . • • • • • • Item Dwg.# Description Material • • • • • • ASSEMBLY DETAILS • , . . �� • . �{1.124- 1 7002 Main Frame Head,SIII&Jamb 6083-T8 Alum. • • � • GK 2 7071 Anchor Plate 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR • • N • • T• .125• 2.919' I} 3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. 4 7008 Frame Corner Ke Steel .438' •062' 2.701' 5 7009 Sash Corner Ke Steel 3 „ , . • •• : • • 41 NOM. 6 7078 Frame Gasket Vinyl Foam •• I ••• , , , • 1,15g• .062• I - • • • 2.139• 7 7072 Sash Corner Gasket Vinyl Foam ttf�� 7 , • • 8 7070 Bulb Weatherstrip.187"x.275" Flax PVC 70 ,, • • • • • •o• •• .093' 10 7024 Maxim Multi-Point Lock Steel SASH1 FRAME HEAD, 3 SASH TOP, 71 FRAME 11 7026 Locksu ort Plate steel SILL&JAMB O BOTTOM&SIDE O ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS #7002,6063-T6 #7003,6063-T@ #70046083-T6 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET , 1 14 7015 Tie Bar Assembly Steel or SS 1.360' 15 7028 Maxim Dyad Operator,WW<=24" Steel '111......Iy�� 2.203' 16 7027 Maxim Dual Arm Operator,WW>24" Steel 1 A' .040' 1.000' 1�I—J� ' 1 17 7030 0 eratorakVinFoam 7 .441j T .423• --� 18 7031 OperatorBacking S Plate Steel 19 7051 operator Spacer Block Nylon •095• -093' +Zj s FIXED .093• 20 7032 Stud Bracket Steel O ANCHOR PLATE O SCREEN FRAME O ADDON FLANGE 21 7033 Egress or Hine( &Slider Dual Arm Steel 2 #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 22 7023 E ress Hinge(Heavy Duty),Manuf,b Truth Steal 23 7050 E ress Hinge/Washable(HD),Manuf.b Truth Steel 5 24 Snubber Anti-blowout Clip Steel 31 Dura Seal 5 aver Steel .050' 708• 1 .113 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM ._L 33 1714 Settln Block 5/32"x 7/16"x 1-1/4" EPDM 85 .865' Ir ,865• 35 7036 Lam[Bead 8 60133-76 Alum. LI 36 7042 laml Bead C 6063.76 Alum. 1 37 7059 Vinyl Bead D 6083-T8 Alum. 35 BEAD B 36 BEAD C 38 1224 Vln I Bulb Wst Thick Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flax PVC 70 B #7036,6063-T6 #7042,6063-T6 50 Dow 899 Sit Icon Backbedd Ing INTERIOR 60 7006 Screen Frame 31Alum. 61 7040 ScreenComerKey Polyproolypropdene •122• 62 Screen Cloth Fiberglass 8 63 1635 Screen Spline EM.PVC 4 .870• 64 1 320 IScreen Spring Stainless Steel I .050• 70 134 Add-on Flange 6063-76 Alum, FRAME 4-- .569- 71 1 7004 IFrame Assy Tube 8063-76 Alum. 80 #8-32x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel CORNERS 37 BEAD D SL 1157 1#8 x 1/2"Ph.Pn.SMS Stainless Steel 88 #7059,6063-T6 4ppm"d as coe,p4•1ag Nilb The a 82 #8 x 5/8"FI.Ph.SMS Stainless Steel rlodds DatdlCadeInak 1 fl1 a L40c 83 #8 x 7/8"FI.Ph.SMS Stainless Steel LYNN 4y 7 i R-i-d Dote M awfDndr�'raluel 1 84 #8x 1"Fl.Ph.TEK Stainless Steel ReVlelaa 85 #8 x 1"Quad Pn SMS Stainless Steel Revised Date: B1 ' 86 #8 X 1-1/2"Quad Pn SMS Stainless Steel *: 71C By Revision: 87 #1Ox 1/2"Ph.Pn./TEK Stainless Steel _ No.58705 89 #10-24x 9/16"Ph.Pn.TYPE F Stainless SleeDescription: Drown By: 90 #12x1"Ph.Pn.TEK Stainless St =� '• 3 tff 13 :'�; BOM AND CORNER VIEWS J ROSOWSKI �_)3��. STATE ATE OF ��` 1070 TECHNOLOGY DRIVE Dtle: Dolo: �( 1OR10/'••__•\\G.��: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 'yy7ss��nf{��-,�\``�•` P.O. BOX 1529 1 �� NOKOMIS, FL 34274 Series/lbdel: Scole: Sheet Orowin9 No. Rev: A.LYN�IUILLER,P.E, CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM P.E.Y 68705 4'_)fPTJn ill� �N.TAKEN U REVISE AND RESUGMIT IFCT:; 13 SUBMIT SPECIFIED ITEM Tw AKF rORRECTONS NOTED :cciioris o -ornrnents made on the shop drawings phis review Jo not relieve contractor from compl; With "equire.,Tier*c -f "lo ifica- hIS 1s '.) 11t tar general conform- ith flie Jpsigr,., t concept of We project and general with the information given in the contract ilol ::m,-rots, 'he contractor is responsible ftx: -,electing :.14bri,� ition processes and techniques. of construction; c.00rc,hnating his work with that of all other trades; and performing his work in a safe and satisfactory manner. By DATE HOLUNGSWORTHARcHrrEcTs MIAMIDME MIANII—DADS COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO`IIC RESOURCES(RER) 11805 SW 26 Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,vww.m+amldade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 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 put-poses. If this product or material fails to perforin 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"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. 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 prQdVct. •• • TERMINATION of this NOA will occur after the expiration date or if there has been a revisiorr p;tbAnge ....:. in the materials,use,and/or manufacture of the product or process. Misuse of this IeC41 an endorsement • of any product, for sales, advertising or any other purposes shall automatically terrnir a this NOA. Failure • to comply with any section of this NOA shall be cause for termination and removal of NGA7. % •••* ADVERTISEMENT: The NOA number preceded by the words Miami—Dade'C blilrly, Fleridre'l;and •• followed by the expiration date may be displayed in advertising literature. If any tort18n of the %0A 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 manufactrtr•er• or its :....: distributors and shall be available for inspection at the job site at the request of the Buiidl'ng Official.:'•• • This NOA revises NOA No. 11--0922.01 and consists of this page 1 and evidence pages E-1 aril V-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0815.05 MIAMbDADECOUNTY r -. .,� � i �' D Expiration Date: May 26,2416 J Approval Date: October 31,2013 Pagel �`5 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NDA No. 10—0819.05) li 2. Drawing o.N6300JIt, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thni E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D.Brinson,P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 09/20/11 signed and sealed by AnthonyLynn Miller, P. E. (Submitted under previorrs NDA No. 11---0922.01) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). •' .V.,••• M kYFRIAL CERTIFICATIONS 1. *%•Mone. ...... ...... ••;•• ••F: Sr=iMENTS .•:••• L Statement letter of no financial interest, conformance and complying with the • ••• •FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller,P• E. • 2.:':*%aboratozy addendum letter for Test Report No. FTL 6443, issued by Fenestration Vesting Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. • •••• '..(Stnbirritted tender pn•eviorrs NOA No. 11-0922.01) t`kkr,i' Jaime A Gasco i,P.E, Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc., dated 02/28/11,signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P. E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.", approved on 12/08/11 and expiring on 05/26/16. 0000 • 0000 0000.. • 0000.. 0000.. .. . 0000•. • 0000.. 0000 • . . . • 0000 0000 .. :00000• 0000.. • .. ..0 .. -0:66 0000.0 • 0 • 0000.. • 0000.. • • 0000.. • • 0000 00 Jaime D.Gasc n,P.E. Product Control Section Supervisor NOA No. 134815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E--2 % .. • SUITABLE FOR ALL LOCATIONS REQUIRING • •• • • • � NON-IMPACT OR LARGE AND SMALL • • • •: • • •GENER71L NOTES: €>. MISSILE IMPACT-RESISTANT PRODUCT•• •• 1)�ET.ILSSTION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES..............._..._._..1 HOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ••• • ••• ES GE fZ4 INSTRUCTIONS.............._...............1 1 O EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, ELEVATIONS............................-....1 c Y u FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULL TO 2X WOOD........................2 MULTIPLE FOPENING WIDTH FOR VERTICAL MULL MULL ARCHES TO BE MULL TO 1X&MASONRY..............2 d MULLIONS / --� SEED LS•• ••INSCRIBED IN IDE•2) E TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NOTES...................2 RE IAN U .T� MULL TO MASONRY......_......_._....3 SPA • � �� •HAVE�EEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL S E MULL TO STEEL STUD.........._.......3 _ S TS 2a • • • • ••• NOT.HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. 5 Q • • • MULL TO MULL....................._.........3 • • • ANCHOR SPECS.............................3 �� I'i'I l��.�� •• • • •• lj HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CLIPS................_._4 Z lL DE9ION PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL INSTALLATION..._.........4 IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.126 MULL SPECS...............6 J ? 1 X 2 X.376 MULL SPECS..............6 // \\ i X 2.76 X.376 MULL SPECS..........7 7 \ 4)ROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1X2.76 X.85 MULL SPECS............8 Z SEE DETAILS I III 1111 1 X 3.125 X.500 MULL SPECS......_9 m O C, J A THRU G, / I) / III / SEE DETAILS 1 X 4 X.126 MULL SPECS_.............10 Q ID SHE 2-3 _ I ATHRU G: 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.376 TUBE MULL SPECS....11 SHEETS 2.3 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 T MULL SPECS..._._11 IIII ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.25 X 3.188 X.265 MULL SPECS 12 OPENING2X4X.26 MULL SPECS...............13 W a° W VERT. HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 6 X.26 MULL SPECS................14 ? 0 g pQ MULL FOR 1.26 X 2.11 X.126 MULL SPEGS....16 LENGTH HORIZONTAL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 30•X 3.26 BAY MULL SPECS.........16 J ¢ Q SEE DETAIL E, MULL 45•X 3.26 BAY MULL SPECS.........17 SHEET 3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST MULLION&CLIP DIMENSIONS......16-20 Q L r BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES 1&2........_......_._.........21 Z EW-' Q N AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LOADING EXAMPLES........_............22 Q O Z t- REACTIONS. U) J ao o FENESTRATIONQ o PRODUCTS MAY 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; LU BE OF ANY TYPE. Q' W Y Y MUST BE ADM-ALUMINUM DESIGN MANUAL z to y 6MY PUOT CTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING G C7 Q O p PGT-APPROVED FENCODE,AND ARE ESTRATION PRODUCTVED FOR IMPACT SHAVINGCURRED NON-IMPACT NTAPPROVALS.MULLIONS ARE ONLY TO BE USED WITH � Z A-8 /SEE DETAILS HORIZONTAL A-o'G.H; 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11 MULL SHEETS 2-3 LENGTH HORIZONTAL INSTRUCTIONS: MULL LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING 18-RECTANGULAR-OR-TRIANGULARfTRAPEZOIDAL'. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PRODUCT RBVISE 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 13A,ON SHEETS 5 THROUGH 17 es mmplyiug x11A The PlorW(n] HORIz.MULL LENGTH RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING Bolding Code � 3�D OPENING WIDTH VERTICALLY OR HORIZONTALL .THE MULLION CAPACITY(LBS/FT-)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Acceptanc-,,.1 ')LENCTH I` �, REQUIREMENT(LBS/FTI)FOR THE OPENING OBTAINED IN STEP 1). II OPENING 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS • M4iWol lOade Product Coil , HEIGHT VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL OPENING MULL d L� FOR �, �, VERT. MULLION CAPACITY. \\\11111111// HEI HT ` LENGTH Y YMULL P MULL' LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �,rON•••"••• ./�C�c/�i� L JII ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ,•'\\CENSE P ANCHOR CAPACITY IS MET. OPENING WIDTH * No.58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS")OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT') OPENING WIDTH FOR THE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY = _ FOR VERTICAL MULL REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS S p'T FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .,FLORIOP•'-\(,?` MULLION CAPACITY(LBS/FT9 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE %�` •.... MULLED FENESTRATION PRODUCT ASSEMBLY. 7/7S`S�/Of 1N1 A\-�\`� 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MIUR,P.E. FL P.E.#58705 DETAIL A: DETAIL B: MULLION ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTMP TYP•ANCHOR ° OR WOOD FRAMING WOOD BUCK AND MASONRYaHo PER SUBSTRATE, oY ATTACHMENT SEE SEE TABLES16-108 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) er orHE.' SEE NOTE 1, N I MULLION 4 I SHEETI. g$ Q I I I Si 04 W b I _ Z W - d SEE SHEETS -° MIN 2.TK31 ' EITHER THE I I I 1&20 FOR HOLE Q - I CONCRETE OR CMU I ._, , DISTANCE, J (n STANDARD OR e I LOCATIONS .I SEE SEE TABLES -i (n OFFSET MULL EDGE m EDGE DISTANCE 18-106 @@ CLIP MAYBE - I DISTANCE m a FOR MASONRY w S INSTALLED BY - tl I I I FOR WOOD,// - I I ANCHORS m Q 0 THISMETHOD. I SCREWS .250*MAX 1.4 FOR1 I SIDE VIEW Zcl) W - p ALL MULLIONS 4 ~ 0 d- ° - e EITHER THE H ° OFFSET MULL � -(� CLIP MAY BE (Y a °'. ' ° EXTERIOR a INSTALLED BY 1— Z G EDGE ..4 THIS METHOD. Z r e d DISTANCE e a FOR MASONRY a m O N e A ANCHORS EXTERIOR to J iy! V z a 0 0 Q- z TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, li1"')0) PER SUBSTRATE, SEE TABLES 18.108 SEE TABLES 1 B-10B SEE TABLES IB-100DISTANCE DISTANCE BUCKSTRIP SEE TABLES AND 1 •- 8-108 OTHERS, EMBEDMENT BUCK8TRIP BV ATTACHMENT AND EMBEDMENT SEE NOTE I, ATTACHMENT I ,: BY OTHERS, SHEET 1. SEE NOTE SHEET I. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCTRRVISL'D SIDE VIEW —u plying the Florida B.ilding Code FRONT VIEW Acceptance No l CCJJ J 13 91W' .Date INSTALLATION NOTES: ff> '��' IinroI Dada Product Contra 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN PPU�BO E FO%PICTQRVjI.REPRMENTATION �� N� LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS RS D A/Q2 Y N VE 4NCYOR1d0 ANCHOR DISTANCE,THE ��.�`Z`O.•"'••••"••<<F �� CORRECT QUANTITY AND LOCATION OF AN HORS MUS BE FQI4OWED,RERfR-A7 TFIE TABLES ON THE ` �LCENSF '•,•P FOLLOWING SHEETS.FOR DETAILS A-D,EIT W THE SIANDARDOR INTERIOlf dl-I MAN USED. � �• ••.'* • • . •. *' N0-58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE)11-IEA"I'LATIM. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. /O S 13 �\ STATE 0 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECRUNTY,USE ONLY RIIAM-DADE J(%jsITY0PJ1OVED '••,FCORIOP••'•G�=� ELCO ULTRACON OR ELCO 1/4'S.S.AGGR -'f' EGATORWASONR ORS• S ..........'•'' ••• • 'i • • • • s • • • • •• • • ••• • • • •• • • • A.LMNN MILL'EA,P.E. • • •• • • • FL P.E•#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • ... . . . ... . • • •• • DETAIL E: � ' • • • • • • MULLION TO MULLION DETAIL C: • • ' • • • • '+ '126 MI"' INTERSECTION NOTES: MULLION DIRECTLY ATTACHED Tp 00 •MuL`I1"i � 0 � � � (U-CLIP) LL MASONRY STRUCTURE • • 1)MAY BE INSTALLED IN-TEE-OR'CROSS- O (STANDARD CLIP SHOWN) INTERSECTIONS. nW VARIES o Y $$$ O 2)MAY BE INSTALLED HORIZONTALLY d • • - ! (SHOWN)OR VERTICALLY.• •••TY:AN�DF1D • ` 1 04 N EITHER THE . • • PE§SUQgTRATW' 3)SEE U-CLIP DRAWINGS,SHEETS 18.20 5 iQ STANDARD I ,sEEs OB FOR CORRESPONDING MULLIONz M a W OFFSET MULL • I• � 0 � � TOP VIEW . Z CLIP MAY BE I I • •EDGEIN4ANCE MULLION Q W INSTALLED BY I! I FOR MASONRY J THIS METHOD. I ! - VARIES ANCHORS I J #12STEELSCREWS, ISELF-DRILLING OR PRE-DRILL _ —SELF-DRILLING AND USE SMS W O ~ m m O !n (n M W a MULLION h ;❑r °" - yyy EU o0 EXTERIOR g O c ° EGG DISTANCE Z 3:FOTOEXTERIOR Z TYP.ANCHOR d ANCHORS ly 10 1-CLIP - ~ Z Q m LO PER SUBSTRATE, �Cj SEE TABLES 18-108 ° r-- O Z N PER SUBSTRATE. SEE SHEETS ICATIOR .1 D.'O BUCK6TRIP PER SUBSTRATE, HOLE LOCATIONS JJJ Jf SEE TABLES 18-10BFRONT VIEW EDGE J AND ATTACHMENT DISTANCE 1 F<- W .._.` .EN; HERI -.: -•... SEE TABLES SHEET i. fd- OBYOT MBE MEDGE 16708 EENOTES • E DISTANCE f°'0 SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18-108 rc� FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A PER SUBSTRATE, \ SEE TABLES 18.108 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �. PRODUCT REVISED `� SEE SHEETS ® ac-.plying wily Uro Plorida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 1620 FOR Building Code - CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Acccptanm No`_ 1a7 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Expu� 26 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION hY'Mimi Dodo Produd Contra 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. EDGEL ® 1111 I 1111 i 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED D STANCE �� pNx•...,..,Mid ��i� EE TABLES ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN S ��,.•'�10ENSF•'•�F�Q FRONT VIEW 10 GA AND COMPLIANT WITH THE FL BUILDING 1&tOB Q , CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. No.58705 USE WOOD ANCHOR SPECS _ EXTERIOR SIDE VIEW _ NOTES: '0 •' j tlI S ✓� [[/` 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD %��'•, STA E F ANCHOR VALUES MAY BE USED. %'��(S•.F[ORIDP..��\? 2)SEE CORRESPONDING MULLION TABLES, s/0NA�' 11'` SHEETS 6-17,FOR QUANTITY OF SCREWS. A.LYWAIt1MILLkR,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' o �o SEE DETAILS A-E, eY� SHEETS 2 AND 3 FOR INSTALLATION 30'OR 45• TO SPECIFIC SUBSTRATES. BAY MULL MULLION 1:::"Ir II y a � o I'I d� o Z LLU O o 0 O O O O O J Tn O O TOP VIEWU) 2 Lr SIDE VIEW 1 i ro U o SHOWN WITH I'x 4•x.126• TOP VIEW MULLION I I I F- Z to 0 EXTERIOR g 0 TYP.ANCHOR I I I I PER SUBSTRATE, 7 I I SEE TABLES 12B OR 138 Z D $$� 0 TYP.ANCHOR STANDARD MULLION CLIP I SEE TABLES 78.118 P RSUBSTRATE, I I EXTERIOR n c� aZ MODIFIED TO FIT FIELD I �y I CONDITIONS. 11 I a z I r I q ' 2 PER MU CLQ, Z Q I I 2 PER MULLION END,MUST BE Q Z N r 1 INSTALLED INSIDE OF BAY MULL. < H Op n MUWON I , I CD �p � I I II I o a 2'X 6X.126' II I 1 ANGLE CLIP, 2 PER MULLION END, V Z Q 3 I MUST BE INSTALLED a.. Z INSIDE OF MULL 3 0 I '-,_TYP.ANCHOR PER SUBSTRATE, SEE TABLES 10.108 ./J INTO WOOD. STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED W-FIELD, EXTERIOR O BOGS;pµoR _ar 'f®" ®\`"�� Ls conPYA1UCT 8 REVISED the Florida Bonding Coca dc ® F cceptanNo INTO WOOD,STEEL, 5.xphz*R 38te.Q ® ® ALUM,CMU OR MASONRY 1 EDGE DISTANCE No PER Mieml Palo Product Conuol�, ANCHOR EDGE DIST AW PER ANCHOR � •• ••• • • • • • •• NOTES FOR INSTALLATION OPTION G&H: y LYNN • • • • • • • • • O SON........, • • •• • • • • • _ 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��•' �,\GENgF •, .p i� NOTES FOR INSTALLATION OPTIONS F: • •• • • • ♦ ••• • • '•.SIC% 1)DETAIL IS NOT APPLICABLE FOR THE BAY OP*'I.28 X pIIIULLIQ•l. • • •• 2)DETAIL G:SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE = *;• No.58705 LOCATIONS. rr - 2)SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR _-O.•'w l0 )S 13 •'W 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLIC4T". • 000 • • HOLE LOCATIONS. � '., STATE OF • • • • •• • • • • • A.�Lh' I htrl3,P.E. • • •• • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • ... • . . ... . . .. .. . . . .. .. . . . . . . . . . . • ... . . . . ... . . TABLE 1A • •• • • • g • • • • •• • tdli Capacity Table ibsKe �_ FF • • pool Width(19dFver0calll•sparlrg mullions)or Opening Height(for horizorda$/-epannirg mJli0r19) 601n In •• 10 In ••• • In 901n 1001n 1201n f101n 180N M O Red.ngdar TrepRdeng. RegenglAer TrapRrlan9. Realenguler hep/Trlerg. Rectangular Tmp/Tdarg. Rectangular Tr.pl7den9. RectangLr Trap/7deno. Rectangular TrepRdang. Rectangular R pRrieng. Ractargdx Rap/Trleng, a: 1X2X.126 Lo no Leading Leading Loading Loading toad'ng Leading Loading Loading Loading Loading Loo Loading Loading Leading loading Lowing Loading oY U aq Alum.Tube .'� fig' 8' $gg'� Mullion ` r7 i• t�`� • c3` c7 S c9 3 rS` d c3 !3` 0 ` cR g cT rT` c7 cS c1 cR N oda Z �� fn dB s d f did SV ai L �e • d! did �e d� fc did Sa 048 fe d d S did Ie:. d Se `ie did Se d O W 421n 111.9 408 120.5 332 03.2 406 115.5 325 T9.9 408 107.8 321 69.9 408 104.4 319 82.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 318 39.9 408 104.0 319 35.0 408 104.0 319 _I J 7 481n 74.9 312 83.8 268 62.4 312 73.4 252 63.6 312 67.0 248 46.8 312 63.2 248 11.8 312 61.3 244 37.5 312 81.0 244 31.2 312 61.0 244 26.8 312 81.0 244 23.4 312 61.0 244 (� 50.825N 83.9 281 70.8 234 33.2 281 81.5t1661 281 55.7 224 39.9 281 52.1 271 35.5 281 50.7 220 31.9 281 49.3 21B 26.8 261 4D.3 219 22.8 281 49.3 219 20.0 281 49.3 219 W 0 LL o a 541, 52.6 247 67.5 207 43.9 247 49.8 247 44.8 199 32.9 247 41.6 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 18.4 247 38.1 193 M J C 601, 38.4 200 412 170 32.0 200 38.4 20D 31.5 163 24.0 200 28.9 160 21.3 200 27.1 169 192 200 25.9 157 18.0 200 25.0 168 F- t0031n 33.1 181 35.3 155 27.6 let 30.1 181 26.9 149 20.7 181 24.6 146 18.4 181 22.6 144 16.8 181 21.7 143LLJ 661, 28.8 165 30.6 142 24.0 165 26.1 165 23.1 136 18.0 165 21.0 134 =721, 22.2 139 23.3 120 18.6 139 18.9 138 17.6 118LU 2 LU 18.812S 19.7 109 15.725 781, 17.5 lie TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: 1t` Anchor Capacity Table([be) U) N go o AN CAP.,,.,,,,,, Sublr.[e:PI-4 2.78C-eleJ-441 Cone. HaBavCMU Filled CMU PT Wood MNaI (Due)X( )=ANCHORCAP.- (n MULLION CAP.,,,,,,,,,,, _ e,Eko 114"SS Elco 6116'Elco 1/4"SS Elco 810 Bteel 912 6teel 812 Sleel Mchar Type: o unacon I/4"Elco 3116•El.ulrecon tl4"Eko Ultmcan USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns I-an AggnGelor U"mcon AggrsGata screw(G6i Screw(GS) sere. N CAPACITY REQUIRED'CORRESPONDING TO AN F L Edge a.l.nce pn). 2-vz• r' -vs• r -z.iirr 2.111 r --3tie• 2• 0.46• 0.64' 0.324' V x a O O ACTUAL PRESSURE REQUIREMENT FOR THE Embedment(In} 144" 73/4" T' 1-1/4' t-114' 1-1/4" 1-1/4" 1-114" 1ALIC 2' 1-316' 1.319' (aas ode 4) Z 2 Arohae®4.76'Min O.C./Blendard or Olad Cllp(Fl0. 7 D. 450 441. 27016* 2801te 3541b. 740lb. 46816. 664 Its 1182 eu 326 Poe 420 too 560 0m OPENING,WHEN IT IS LOWER THAN THE MULLION 90 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnchusQ1ATMIn.O.O/Standard(w Oenet)COp Ig.2): 700Ib. WA WA WA 38016 WA WA WA WA WA 85216. NOIOn 112016. D_'��C./(2)915 Angle Clips/(Fg.3} 7800. 660 roe 96 Ina 54016. red)be WA 760 lb. 93616° am Poe 2364 lb. 652lb. 840 The 11209. MULLION.IT WILL YIELD A MINIMUM ANCHOR o' ' 2 Anc6as®0.45"Min O.C.I LLClip Into 1/8'Num.(Fig.4} WA WA WA WA WA WA WA WA WA WA WA WA WA 71616. CAPACITY WHICH MAY BE USED TO QUALIFY 1 MChor/FLllp(Fig.6): t�lb. 19510* 22510. 221*. 135 Ib 14016. 77716. 370 tba 23416. 332 an 591 I6. 183 Rw 21016. 28016. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mel-a 1.15 M1,.O.C./FCOp(Fg.6)' 240Ibe 3501be WA WA WA 19016. WA WA WA WA WA 326 roe 42010* SBOIDe ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: RODUCT REVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. .cottlplying77ilh Bre Plgrida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1c'P1dl, Code S --� 1.000' r- cceptenco No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i.Yykatiort pato 20 FIGURE 3: � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. .jand Dade Product Cion rol T`--, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2.000' III 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125' ``\,��•��•�GENSA, FIGURE 4: FIGURE 6: FIGURE B: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED (� \1 i YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' No.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i"X 2"X.126'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL. !` O STA)E O� ONAX- A.LYNN IM11111E4,P.E. FL P.E.#58705 TABLE 2A •lK' • R 99a�i x Mullion Capacity Table bsM2 vid Opening Width(Ior verecelly-Spanning millions)or Opening Height(torhodzontelly-sparYYng mUllon3) 50 In W In 70 in 801n 80In 1001n 1201. 140 in 1601n g p Rectarqufar TryYTdsrg. Rectangular Treprtriang. Reclengular TmplTderp. Reclerpular Trop?dang. ReelerpiAer TroplTdarg. ReWnpdar Trop'Tdery. Reclanguler TrepTdar41. Rectangder Trep/Tderp. Rectangular Trop/Tdarrg. Lcadim Loafing loading Load) Load Load Load Load Loathe Load) Load Loedl Loadl Loadl Loads Loads L.Wi Load 1 x 2 x.376 ng 1^8 ^9 bq ng nB mg ng N re ng ng re 119 o Y O Alum.Tube r r r r r r r r £ £ .£ Mullion " " " g 8 E 8 88 8 B g B 8B 8 8 B re zL 42 In 170.0 620170.0 435 151.3 662 170. 62 0 478 129.1 6 170.0 506 113.6 662 less 578 700.9 682 189.9 517 B0.8 082 168.8 517 76.7 862 768.8 517 ed.9 682 168.9 517 56.7 662 188.8 517 0 LU 481. 121.8 507 1360 Me 101.4 507 119.2 410 86.9 507 108.7 403 76.0 507 102.6 399 67.6 507 99.6 391 60.8 507 99.0 398 50.7 607 99.0 398 43.4 607 99.0 396 38.0 507 99.0 396 7 50.625 In 103.7 465 114.6 379[23.0 458 99.9 371 74.1 456 90.6 364 64.8 458 84.6 360 57.6 456 81.3 367 51.8 458 We 356 43.2 456 80.0 358 37.0 456 800 356 324 456 80.0 356 (y 54 M 85.4 400 93.3 336 400 80.8 328 81.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 623 314 35.8 400 61:8 313 30.6 400 61.8 313 26.7 400 61.8 313 W 0O D- m J {, 601n 623 324 68.9 276 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 _324 42.0 255 25.0 324 40.5 253 22.2 324 40.6 253 19.5 324 40.5 253 F (� 63In 63.8 294 67.4 252 294 49.2 246 38.4 294 43.6 241 33.8 294 39.8 237 29.8 294 37.1 234 26.9 294 35.2 232 224 29) 33.6 230 19.2 294 33.4 230 18.6 294 33.4 230 2 W 66 In 468 266 49.6 230 25i8 424 225 33.4 268 37.5 221 28.2 268 34.1 218 26.0 268 31.6 215 234 268 29.8 212 19.5 268 28.0 210 16.1 268 27.7 209 14.8 288 27.7 208 Z 72 In 36.0 225 37.8 198 215 32.2 191 25.7 2'25 28.4 188 225 225 25.6 185 20.0 2M 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 176 JUi � 711 In 30.8 2V1 32.0 177 272 27.2 773 21.9 202 23.9 170 18.2 202 21.5 167 17.0 202 19.7 165 15.3 202 164 163 128 202 16.7 160 10.9 202 16.9 Me 9.B 202 15.8 168 78 in 2fl3 192 29.0 108 192 25.4 165 202 192 220 162 17.7 192 19.7 1e 15.7 192 18.1 157 14.2 192 18.8 155 11.6 192 15.2 152 10.1 19T 14.4 150 8.9 102 14.2 160 ¢ J M0196 in 76.5 144 78.0 728 744 78.7 7260 jib Z Z 01 96 in 15.2 127 76.8 173 - 00 n TABLE 213 ANCHOR CAPACITY ADJUSTMENT FORMULA: N C? Anchor Capacity Table(lbs) ANCHOR CAP. � x Y `1 Subslmle: 271,Coamte 3.6kCan.. Hdi-CMU FJIedCMU P Dodi Metal (DP)X( )=ANCHOR CAP.,,, MULLION CAP.,,,,,,,,,,, y 6/111'Ell JEWA $ d16'Elco 1/4"BS EW 870 511.1 812 Steel 812 S1sN V X Q > Anchor Type: 3116"EICo IAlraCon 1r4'Elu UIUaCon 3119'Elco U6recon 114"Ekro Usrecon USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Ulr.Con U"'mm AggroGalar Screw(G9)Saaw(G5) ,crew(G5) Q r Q O Edg.Distance 0ny 1^ 2417 r 2-1/7 3-1/9• 1- 2-1m r 2-11T3.119' T 04s• o.5e' 0.324" ACTUAL PRE SURE REQUIREMENT FOR THE PACITY REQUIRED'CORRESPONDING OAN 0 Embedment(Iny 7-3r4' I-W4' 1314" 1-314' T 1-114' 1-1/4" 1-1/4" 1-7/4" 1-1/4' 2' 1-319' 1-3/8' (ace note 4) 2 Anclare 12 4.79 Min O.C./standard oro d C9p(Figs ty 390 roa 3 it. 450 roo lb. 18 27 Ina 1 lbs 6841m 1182Ibs ffi81bs 42o ro. 560Ibe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andiae®7.19/din.OC 1 Sland d(or Olhd)Up(Fig.2) 480 Ra 7001m WA WA WA WA 3801n. WA WA WA WA 652 lb. 84011. 11201be CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Androro 0 T Min O.G/(2)2x5 Aram a"/(Ft.3y 780 lb. 7801b. 68010, 1560 The 18M RA 540 Ica 560 Id WA 7601b, 880186 236410® 652 lb, 840111. 7120Im MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anchae G 0.46'Min O.C.//}Glp,into 1/8'Alum.(Fig.4y WA WA WA WA WA WA WA WA WA WA WA WA WA 718�. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anda,/FCilp(Flg.5y 1951. 199th 2251b. 445/13 en the 13511, 14011, 1111, 370 1b. 332103 591 It. 1631b. 2fo f11, leo 1118 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amnon,Q 1.16'MIm O.C./F-C8p(Fig.By 240 b 3501be WA WA WA WA 18016. WA WA WA WA 328113 /20163 36016, ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED FIGURE 1: FIGURE 2: TABLE NOTES: O. 6 w' cornv1y i0 ilk the Florida BuOdingcode �_ 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Accep__Z mo SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �{ 1.000' r- __Z 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. etieml Dode Product Contro FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 000' • • •••••• • •• • • •HOLilS►TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2. ,0 LYNN • • • • • : :FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I `� �0 y ••........ ANGLE CLW MUST BE USED/ PAIRS L �;•'�-�CENSt` ''•.'P i Na •• • • • • •••4)SDBASTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' ��; '•, FIGURE 4: FIGURE 5: GIOURE •• ••• ••• • •CQ(J�i7ETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED -*r No.58705 Y LOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2•X.375'MULLION � ••• :EAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATJRIAL. STATE • • • • • • • • �0.t�•'•..FCOR\OP.•'•Cj\ • • F • • /ON • • •• • • • • • �'''7S`SA�- �1 • •• • • • • • • • A.I fNNIMILLEIR,P.E. • • •• • • • FL P.E.#58705 ••• • s • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• ... • . . ... . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . TABLE 3A • • •• • • • • • Mullion Capacity Table Ib07f12 ® r1 €# ••• • • sopenlyg WI h(f cal-sp ng mullions)or Opening Height(for hDrizontaly-sparring mtlllons) e to < 50 in yph 0 • • wine • 901n 100In 1206 1106 1601n 87 p Rectangular Trep7Tden9. [17W1 naal r Trap7Tdang. Reatengular TreWM'9** Palan9 w Tre dung. ReaWoular Tmp7Tdenp. Reclerlgndar Trop7Tdang. Reotenaular Trap7Tdene. Rectagder Trep7lriInc. Rectangular Tiep7Tderg. o 1 a 2.76 a Loading Loadingfing Losdng loading Loadn9 Loading Loading L.4109 Loafing Loafing Loading Leedag Loading Loadn9 Loadng Loafing Loadrg o= U .376 Alum. .- Mullion 8 >;E • • 1/ •8B a� X 8S IIB Ii a8 !iE a� � �. �� aha I� $ � � � 1� � �a �- 8 a� a s-Tube € s �s� 6a � � Z� W421n 170.0 520 170.0 435 744 170.0 478 .0 170.0 606 4470. 902 180.0 610 170.0 1116 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 1301 170.0 621 111.5 1301 170.0 521 J IY 48 in 170.0 706 170.0 524 170.0 850 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 661 161.8 1139 170.0 877 138.8 1139 170.0 880 113.8 1139 170.0 880 97.6 1130 170.0 680 85.4 1139 170.0 680 0 50.625 In 170.0 747 170.0 683 170.0 896 170.0 631 167.8 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1012 170.0 756 97.9 1032 170.0 766 83.9 1032 170.0 758 73A 1032 170.0 756 W �o IL 54 In 170.0 7W 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 007 152.5 720 107.8 9W 145.0 714 96.8 907 141.1 710 80-6 907 140.0 709 69.1 907 140.0 709 60.5 007 110.0 709 m M d J BO In 141.1 735 151.6 625 117.6 735 130.3 811 100.8 735 118.0 599 88.2 735 106.2 690 78.4 735 99.612-17 5 735 95.1 678 58.8 735 91.8 674 50.4 735 91.8 574 M.1 735 01.8 574 L5 631n 121.9 888 130.0 570 101,8 868 111.5 557 87.0 868 96.0 547 782 665 90.1 638 97.7 666 83.99 666 79.8 626 60.8 688 75.6 521 43.5 We 75.6 521 38.1 666 75.6 521 � V W %h 108.0 607 112A 622 BB.S 807 Ir 76.7 1107 86.0 601 88.2 807 77.1 193 56.9 807 71.50 807 87.6 481 H.2 607 63.1 178 37.9 807 62.7 174 33.1 607 82.7 471 Z ,•j 72 in 81.8 610 85.8 14J 66.0 610 58.3 610 84.3 126 51.0 510 67.0 119 45.4 610 61.36 610 60.0 IOB 31.0 510 45.9 102 29.2 610 14.4 398 25.fi 610 14.3 398 j L73 S -b 761n 69.4 458 72.5 400 67,8 458 49.8 456 54.1 385 43.4 458 48.6 376 35.6 456 44.67 458 41.6 J88 28.0 458 37.7 382 24.8 458 36.0 359 21.7 450 35.7 358 J JJ Id6 OF Q M 781n 04.2 435 67.0 361 53.5 435 15.9 435 49.8 388 40.1 435 44.7 360 35.7 435 40.91 435 35.1 351 28.8 435 34.4 344 22.9 435 32.0 111 20.1 435 32.2 340as za 901n 41.8 327 43.1 290 11.8 327 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.79 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 256 Qtor• Z00in 31A 287 35A 257 28.7 287 24.8 287 28.0 218 21.6 267 2J.1 N/ 19.1 287 20.02 287 19.3 237 14.4 287 18.0 232 X0 � 1081n 24.2 227 24.7 205 20.2 227 17.3 227 180106 15.1 227 18.0 185 W215 22.7 194 18.6 216 16.9 215 i6b 158 _ iZ' N Inm 120In 17.6 184 17.9 167 V X a 3 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: pa•"- N � Anchor Capacity Table fibs) ANCIIORCAp•„�,,_ �.O Bu6alrrte: 27k Concrete 35k Caw. HdI-(MIU F9kd CMU PT Wood Meet (OP,m)X( )=ANCHORCAP.- - ir X 5/1B'Elco 114"68 ElooRNA 114"SB Elco 510 Steel 1112 8tee1 012 Steel MULLION CAP.,,,,,,,,, Anchor Clip Patterns Mcha Typo: 3nB^Elco Udracon 114^Elco UBracon Ulracon 3110"Eloo llrracon 714'Elco UBrecan AggreOala AgWIIG.ta Screw(GS)SefeW(C15) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DlNance(iny 1" 2-112' r 2-112' 3-118' r 2-tn• r 2-11r 2' r o.40' os4^ oaza^ CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In)' 1314' 134' 1314' 13IC S 1-114' 1-1/4' 1-114- 1-1/4' 1-114' 2' 1316' 1316" (s eerai.4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arwhae 0.4.76"Mia O.C./Btendad a Met Clip(Fig.tl he I 450 The 890 lb. 184416e 270lb. 200Ile lb. 40168 486 ft1182lb. 32611» 4 lbs 560168 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchae®IAT Min.O.C.I BW,dand(a OMet)Cllp(Mg,2)'. 480 line 70D Its WA WA WA WA 3501m WA WA WA WA 6521be 640 lb. 1120168 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancnas a 3"Min.O.C.1(2)285 Angle Cape 1(FIg 3I 780108 78016 6601ba 15W lb. 1896108 540Ihe 56016. WA 760 lb. 9361be 2364 Th. 652 lb. 84010. 1120 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR ®0.45'Mia O.C.I UCAA Into 11a'Alum IFig.4t WA WA WA WA WA WA WA WA WA WA WA WA WA 7161he CAPACITY WHICH MAY BE USED TO QUALIFY 1 Mcha l FClip(Fig 5) 1951Lo 1951be 225lb. 445lba Wlbs 13516. 14016. 1771he 370lbs 2341be 591 1[0 163 lb. 210)be Yeolw ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mchaa®1.15 ANn O.CJ FCllp(Fig.el 240168 350!be WA WA WA WA 190168 WA WA WA WA WA 326 lba 4201be 660lbe ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. m complying walk We Florida HuOdIng Cod. �-,/' Acceptance NoOS FIGURE 1: FIGURE 2: )Tk7iiyati a at. - TABLE NOTES: '� 1.000^ f` ily 7 . • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Nlaml Dodo product Contro�, • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `711{I I I 11171.1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��,ON.•••"•••.,��(F'iii FIGURE 3: '� CENS 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 2.750' Qom:• �\ F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. *' NO.58705 , FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ='O CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .375' �J '. FIGURE 4: FIGURE 5: FIGURE 6: 0 g AT OF •:_�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' i ,(.•• pIOR{OP G\`� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT F •'••••••••'' _\ ® ( ) 1'X 2.75'X.375'MULLION is THE LEAST .125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ''�7,S/ONN- A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 4A ® k Mullion Capacity Table IbsW) €# Opening Width(for venice8y-sparWrgmullions)or Opening Height(for horimnlalfy-sparairgmJlions) � < SO in 80 in 701n 80 In 901. 10010 120 In 140 in 100 in p Rectangular Trap7Tdenp. Rscl.ngul Tr. ang. Rmlengular Re mg. Rectangular Trep7alone. Rectangular 7ra{dTdug. Rectangular TraWTdang. RecWWlw Trptnnq. Rectangular Tre�WA.% Rectangular TraplTdang. O 1 x 2.76 x o Loading Loading Ladng L.-ding Lading Lading Lading Lading Loading Loading Ladng Lading Loading Loading Lading Ladng Loadog LadingTube o� V .860 Alum. ,,P �' a a a a p yx n a a a a a �• P a a n g n a Mullion a o• e a .^ $ a e a #ffi 8. ` y$ s g. gg gyQ yfa¢ €a gt¢j € yy¢ s s sly gi¢ € €)y fy �a o a� a$ € s a, s 1n OD 4210 170.0 820 170.0 435 170.0 714 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1210 170.0 521 170.0 1188 170.0 821 168.7 1020 170.0 621 138.8 1820 170.0 521 .J.I � 48 in 170.0 708 170.0 624 170.0 850 170.0 684 170.0 992 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 141.7 1411 170.0 680 121.5 1417 170.0 680 106.3 1417 170.0 860 (D 50.825 in 170.0 747 170.0 503 170.0 608 178.0 031 170,0 1048 170.0 084 170.0 11g5 170.0 723 162.6 1286 170.0 747 1489 1286 170.0 758 121.8 1288 170.0 760 104.5 1280 170.0 756 91.4 1286 170.0 756 LU d 541n 170.0 797 170.0 612 170.0 858 170.0 091 1740 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 850 100.5 1130 170.0 581 847 1130 170.0 881 75.3 1130 170.0 WI M J 601. 170.0 855 170.0 701 140.5 915 1629 701 125.5 916 144.6 748 109.9 915 1323 735 97.6 915 123.9 726 87.0 Bili 118.6 720 73.2 915 114.4 715 02.8 915 114.4 715 64,0 916 IAA 716 U U) W Into 151.6 630 181.0 710 120.5 830 1389 604 108.5 830 123.2 681 94.0 630 1122 870 84.4 830 104.6 682 75,9 830 08.4 658 63.3 830 94.5 649 54.2 830 94.1 049 47.4 830 94.1 &9 7",1 LU 6 66 In 132.1 757 140.0 650 110.0 757 119.8 030 91,3 757 105.9 024 02.5 757 00.1 614 734 767 69.1 608 88.0 757 842 600 65.0 757 70.0 593 47.2 757 78.2 691 41.3 757 78.2 591 Z OL OL 72 in 101.7 630 106.8 652 84.8 638 91.0 540 12.7 838 00.1 530 83.6 838 72.2 621 50.6 636 06.5 514 50.9 638 82.3 508 42.4 038 57.2 600 38.3 038 65,3 497 31.5 830 55.2 497 Q. U 7$In 86.5 571 90.4 498 721 571 76.8 486 6* 511 87.4 479 61.1 611 80.8 471 46.0 611 55.5 184 43.2 611 61.0 469 38.0 671 47.0 461 30.9 671 {{.8 1{7 27.0 671 M.6 {18 M 78 N 80.0 512 41.4 471 06.7 $12 70.8 105 61.1 642 82.1 150 60.0 512 55.7 440 14.4 542 51.0 442 10.0 512 47-5 437 33.3 512 42.8 429 28.8 512 40.8 425 25.0 542 40.1 123 Z Q N 9010 62.1 402 53.7 381 43.4 407 16.1 356 37.2 107 30.8 349 32.6 407 36.3 343 28.9 107 32.1 338 28.0 407 20.8 334 21.7 407 28.1 327 18.6 107 24,1 322 16.3 407 71.0 319 a Z .-• 96h 429 358 44.1 320 35.6 356 37.2 314 30.7 356 32.4 309 25.8 358 28.8 304 23.8 358 20.1 300 21,5 358 24.0 208 17.9 368 21.0 289 15.3 358 19,2 284 _4 N X0 10810 30.1 283 30.0 255 25.1 263 25.9 251 21.5 283 22.6 2{7 18.8 283 19.0 244 147 283 18.0 210 15.1 283 78.6 237 W to n Y Ill In 27,8 267 28.3 242 23.1 287 23.8 236 19.8 287 20.8 236 179 287 189 231 15.4 267 18.6 228 N (!) (q 120 N 22.0 220 22.J 200 16.3 220 18.8 los 15.7 220 16,2 202 U x Q Q O TABLE 4B a Z pq 1n ANCHOR CAPACITY ADJUSTMENT FORMULA: j'0 Anchor Capacity Table(lbs) ANCHOR CAP.,,o,,,,,, _ I� 8abelnle: 27k Conefele 3.5k Caw. Hollow CMu Filled CMU PT Woad Metal (D w)X(MULLION GAP.,,,, ,, ANCHOR CAP... •--a N15'Elco V4"SS Eke WS'Elco VC 88 El. 010 Sled 812 Steal 012 Steel Anchor Clip Patterns Mchor Type: 3115'Ek0 tAlmocn 114'Elco Ulracon Ut-on 3715'Elcc Unacon i!4'Ek. AggmGxt. Uanca AOWeOalor 8crew(G5)Bcraw(G5) s0a"(G5) USE THIS FORMULA TO OBTAIN THE 'ANCHOR Edge aa.-(1.), r' 2-1/T t• 2-112' 3Ale' 1• 2-112' 1• 1 2-1rr 2• 3-VW T 0,48• 0.54" 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN EmbedmeM(N)r 134" 134" 1_r4" 1314' T 1-114• 1414' 1414• 1-114" 1-94" INC T 1-315' 1.315' (see We 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ahors®4.75'Min.O.C.l Stmdaud or Ofted CIO(Fig.11 3901be 3901be 45010. 89016. 1s"led 2701ba 280 a. 354Ib. 74o be 468lb. 664 lbe 1182lb. 3281be 4200. fi601ba OPENING,WHEN IT IS LOWER THAN THE MULLION nc 4 Anoho•01.15•mi.O.C.r standard(ao•le0 Clip(Fig.2p 48011. 7001a WA WA WA WA 3900. WA WA WA WA WA 652 l 11201b. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors p T Min.O.C,1(2)205 Angle Cape I(Fg.3k 760 lbs 780 lb, 68015. 16809e legs lbs 5401be 56 Gibe WA 76011. 8301a SM lbs 236416. 65215. 11201.. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors Q 045'MIn.O.C.!UCap,No V8'Alum.(Fig.4) WA WA WA WA WA WA WA WA WA WA WA WA WA 71816. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arwha/F-Clip(Fig.bj 185168 195Im 2251a 446163 822 R. 13515. 140106 177 The 37016s 234 Ib 33215. 69115 1831a 2101bs 2801bs ADDITIONAL AN OPTIONS FROM THE 2 Anchen 0 i.15"MIn O.CJ F-0ap(Fg.81 24016. 35015. WA WA WA WA 190lb. WA WA WA WA WA 328Ib. 420168 6g!Ihe ANCHOR CAPACITY TABLE. RODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. complying with We Florida CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 3luilding Code >"-eptnlce No FIGURE 1: FIGURE 2: TABLE NOTES: J>ok Y 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. •demi Dadd ProduclCmura SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2 L INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111 11171/ FIGURE 3: • • • • • • • • ��` .LYNN'y1/ aN „ ••.. • (� '��i • • • • • 3)1MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 2.750'LE �••'�1GENSF '•.F"0. • • •• •• • • • • •••HOTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. • • 4�• • • •FIRVES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * * ' •• ••• •• • • _ No.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED '� __O •, a i3 \ FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.25 AND BE A MINIMUM OF.125' �J'•• IS , • ••• 'I j K•S•I'F�L STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ��•, ST TE F •:�<(/` • • • • L ST•12S THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.76'X.850'MULLION '.F<OR10P;.•'�\ • • • • • • •• • JHE MATERIAL. ��i SS ...... ��• • • •• • • • A.LY44fNILtk�2,P.E, FL P.E.1i 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . TABLE 5A w x �T • --- 2 • •• • • • u�l n Capacity Tablo IbalR 000 A g Widlh(fort9d(cab)-spalm)rg mullions)or Opening Holght(forhorizordaly-sparning mullions) yr^� 501n !0 In • •706 • • join• 901n tool. 1201n 14D In login o G Rectangular Tre{JTden9. Rectengular Tmparwip. Rectanpd Tre Reqs a2' Tied fdano- Rectangular TreprTils". Rectargtder Trap7frlarp. Rectangular TraprTdang. Redtangular Tw/Triong. Reclangul. Trep7Tdang. a 1"x 3.126"x lnad g Loading Loading Loading Loadn9 Londn9 Lwdn9 Ln ng Loafing Loading Loading Loading Loedmg LaeAng Laadng Loading Load ng loafing ox ti .500"Alum P �' �' P P P a a a _a P P .;=' P P P P a P P P P P Al P P t r a P P �' P Tubo Mull gg • "- • 14 B H � 8 14 B N $8 ish a._ a._ p a._ E a. a._ a._ a_ a._ s a 5 5 5g 5- fi} 5 fi} fi fig fi fi -� fi3 3n� 3 5 ' a da a d`a" s a s d`a� f� g rc da f� fi d Z to O LU 421n 170.0 820 170.0 435 170.0 744 170. 47 179.0 %58 170.0 608 70. 992 V0.0 519 170.0 1118 170.0 521 170.0 1240 170.0 $21 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 J 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 561 170.0 1275 170.0 677 170.0 1417 170.0 600 157.7 1577 170.0 860 135.1 1577 170.0 680 11&2 1577 170.0 880 w U. 50.6251n 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1018 170.0 eB4 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1491 170.0 758 141.7 1495 170.0 758 121.5 1195 170.0 758 108.3 1495 170.0 756 ll.l 0O Q. 64 l. 170.0 707 170.0 612 110.0 950 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 188.1 1401 170.0 837 149.5 1401 170.0 656 124.6[121 170.0 801 108.6 1401 170.0 661 93.4 1401 170.0 861 m 601. 170.0 085 170.0 701 170.0 1083 170.0 797 16&6 1156 170.0 878 136.7 1156 107.0 978 123.3 1158 156.5 917 111.0 1158 148.7 910 02.6 144.6 903 70.3 1158 144.5 003 69.4 1156 144.5 903 h U 03h 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 816 105.5 1049 132.0 BJ8 95.9 1049 125.5 828 79.9 119.3 820 66.5 1049 11&9 819 59.9 1049 118.9 819 � � � Ln SB in 166.8 855 170.0 789 139.0 955 151.3 004 118.1 956 133.7 788 104.2 955 121.4 775 92.6 055 112.6 765 83.4 955 100.4 757 69.6 99.8 749 60.8 055 08.7 746 52.1 955 98.7 748 Z LU mILLI i;$St J 721. 128.51803 134.9 W7 107.0 803 114.9 882 91.8 803 101.1 670 80.3 803 91.2 659 7M 803 83.9 649 64.2 803 7&8 647 63.6 72.2 612 45.9 803 09.6 828 40.1 803 69.7 827 f!) 0 781. 108.2 721 111.1 628 91.0 721 07.0 616 78.0 721 85.1 805 86.3 721 78.6 595 80.7 721 70.1 668 51.6 721 85.4 670 15.6664 34.1QJ78 in 101.0 604 105.4 599 84.2 684 09.4 587 72.2 684 78.4 576 63.1 694 70.4 $07 56.1 654 81.4 558 50.5 884 59.9 551 42.1 54.1 541 38.1 884 51.3 536 31.8 604 50.6 534 Q N Z 901n 55.8 544 87.0 456 54.8 614 57.3 448 47.0 614 50.0 NO 41.1 514 44.5 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.6 514 30.4 405 20.6 514 29.0 d__.: Q t7) Z 86In 54.2 452 55.7 404 45.2 452 47.0 386 J6.7 452 40.0 J00 37.0 452 36.4 364 30.1 452 32.9 378 37.1 451 30.3 371 22.6 452 26.6 385 t0A 453 24.2 359 16.9 452 2TA X 9 C)Mo 1081n 36.1 357 38.9 322 31.7 357 12.7 517 27.2 357 28.4 312 23.0 357 25.2 300 21.1 357 22.7 303 MI) 357 20.8 299 15.9 357 18.0 293 13.6 357 18.2 257 11.9 357 15.0 W N III l. 35.1 338 35.8 308 29.2 3M 30.1 301 25.0 338 25.1 290 21.9 338 23.1 282 19.5 330 20.8 288 17.5 338 19.0 284 14.6 338 16.6 278 12.5 336 14.8 273 11.0 338 13.0 1211 In 27.7 289 28.2 283 21.1 260 23.7 259 MIR 289 20.5 256 17.3 289 18.1 25i 15.4 289 16.3 249 13.9 280 14.0 245 11.6 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 C.3 X Q O O Q'� Z fn m TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: � o Anohor Capacity Tabl•(lbs) ANCHOR CAP.,,„,,,,,. S Isle: 2.7k Comate &5k Con.. wi-CMU Filled CMU PT Wood Met.[ (DP.)X( )=ANCHOR CAP.- 0--2�-•I MULLION CAP.,,,,,,,,,E Sr18'Boo 1/4'SS Elco 5116'Ela. 14'8S FJ, 010 61ee1 01j.A 012 Steel Anclwr Type: 1116'Elco Ukecon 114'Elco Ubacon 3116'Elco Unme.n 1l.'Elw ubeoen USE THIS FORMULA TO OBTAIN THE'ANCHOR Anr2f0rCipPaOems t711ncon AggeGetar Ulreoon AgyaGeta Sercw(O5)SuS1074Me) CAPACITY REQUIRE TOOBT IN THE INCHOAN Edge Uetmc 00 1' 2412' r 2-172' 3-18" 1- 2-1r I- 2-VZ- r 3-118' r 0.45- 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE Embedment Qn): 1-34' 1.314' I V4' 1-Y4' 2' 1-174' 1-1N' 141V 1-114' 1-1l.• 1-174' r i-wr (see note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Ahrxe!4.15'MIn.O.C.I Stndard Clip(Fig.1): 390 are 39011. 450 gr 89011. 1644 lbe 27011. 280 I1. 35411. 74011. 48811. 6641. 118211. 32611. 456011. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ahor f LtY Miry O.C.I$Wdd Clip(FI9.2): 480 r. 70011. WA WA WA WA 3M lb. WA WA WA WA WA 65211. 611209. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Mchae®r Min.O.C.I(2)2x6 Angle Caps(Fig.3): 78016. 7801. 88011. 156011. 1896 a. 54011. 56o I1. WA 760 9. 93616. 8801be 23641. 65216. - 1120 0. CAPACITY WHICH MAY BE USED TO QUALIFY SMhors Bp GAYMin.O.C.IUMp,tntot/e'Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA 10741. ADDITIONAL ANCHOR OPTIONS FROM THE 1 AnchorI F-alp(Fig.5): 1051. 16511. 23511. 44511. 62211. 1351. 14016. 17711. 37011. 21111. 3321. 591 xn I63 1. 2101. 26011. ANCHOR CAPACITY TABLE. RODUCT ILBVISED 2 Ah-®1.15'Ml..O.C./FCNp(Flg.By 210 M ... WA WA WA WA 190 I1. WA WA WA WA WA 32611. 42011. 56011. a o9tnplying 1viM the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. tutldlug Code )-1.000'-I cceplmlm No >rplmdgn me FIGURE 1: FIGURE 2: TABLE NOTES: � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. .4ylaailDade P1gduU Contra SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 1I ��\\`,,- LYNN,'i'l,i�,� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. ��.•''V(CENSg''•�F� • • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. Q' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * NO.58705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' _ '//,�p CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED I ... 'FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125" 1'X3.125'X.5'MULLION ST14�.F �••<(/�� • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �,� R (1-VF MULLION) LOR10P' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �77SS/0NA`,eN A.LVI4 4 MILI JI! P.E. FL P.E.#58705 TABLE 6A RI x Mullion Capacity Table(lbsltto) y x Opening Width(for vorlicallI,-sperving mullions)orOpening Height(for hofizontaity-sparvirig mullions) ya! to a 501. 601. 70 in Win 901n 1001. 1201. 14 In 160 in 51 O R.M.gAa TieplTdarq. RectanguMr T,aprrdang. Reclengula TFWNR ng. Red LA. hapTdeng. Rectanpda Trop7rrlang. Rml.nguler Traprrdang. Rectsngu neprTdeN. Rectarpder Traprnleng. Rmianguler Trap/Trimg. T1j o; W 1x4%.126 Loadi.g Loadng Loadn9 Loafing Loading L*adng Loadng Loafingaa Ldng Loadng Loafing Loading Loow adng Loading Ling Lowing Loadng Loading o� U Alum.Tube _ t_ 7apc _ _ _ ga$_ _ _ _ .spa Ix&� $ 1x�' $' $' �' t€� €.. Via' ¢'_ �' $' Of Mullion 311 3 g tSg 3 dg 3` c'1 rd E` 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 98e 170.0 We 170.0 982 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 52f 115.8 1469 170.0 521 127.6 1489 170.0 621 ,;,1 of 481. 170.0 708 170.0 524 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 156.3 f303 170.0 880 130.3 1303 170.0 680 111.7 1303 170.0 660 97.7 1303 INA 660 � � 50.8251. 170.0 747 170.0 503 170.0 898 170.0 031 170.0 1018 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 758 117.1 1235 170.0 756 100.4 1235 170.0 766 87.8 1235 170.0 756 LL 54 in 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 764 154.4 1158 170.0 803 137.2 1168 170.0 837 123.5 1168 170.0 856 102.9 1158 170.0 861 88.2 1158 170.0 861 77.2 ilbe 170.0 861 m d 601n 170.0 865 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 128.1 t042 148.7 815 111.2 1042 136.8 601 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 V 631n 170.0 930 170.0 745 161.2 092 163.0 018 129.6 992 144.4 799 113.4 902 131.0 782 100.8 902 121A 788 90.7 092 114.8 758 75.6 892 108A 745 84.8 902 108.0 744 56.7 992 10&0 744 881. 165.4 947 170.0 789 137.8 947 146.0 788 118.1 917 170.3 708 103.! 947 117.7 752 91.9 947 108_7 738 82.7 817 102.2 727 88.9 9/7 95.1 713 69.1 947 91.0 711 111.7 917 84.0 711 Z • 721. 135.8 849 142.7 737 113.2 449 121.8 712 07.0 &9 108.8 700 84.8 849 06.4 898 76.6 848 88.7 686 01.9 019 82.7 875 68.8 849 76.3 658 40.6 849 72.5 852 42.5 849 72.4 051 11J 'D W CL EEo R _ 761n 115.6 762 120.7 665 96.3 762 102.6 652 82.6 702 90.0 640 72.2 762 80.0 629 84.2 762 74.2 820 67.8 782 89.2 01J 48.1 762 62.8 602 41.3 702 59.9 597 30.1 762 50.4 683 J fn Q J M 78 in 106.9 724 111.4 634 89.0 724 94.0 621 76.3 724 82.0 609 We 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 56J 44.6 724 57.3 573 30.2 724 61.3 607 33A 724 63.6 665 F J 901n 69.6 541 71.8 483 68.0 643 60.7 474 49.7t35727.6 466 43.5 613 47.1 458 38.6 543 42.8 452 34.8 643 39.5 446 29.0 643 34.9 436 24.8 613 32.1 430 21.7 64J 30.7 426 �1 961n 57.3 478 58.9 427 47.8 478 49.7 419 40.9 412 35.3 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 23.9 470 28.1 388 20.5 47a 25.6 380 17.9 476 24.2 376 (- � 1061n 40.3 371 41.1 341 33.5 377 34.6 335 28.8 330 25.2 377 20.6 325 22.4 377 24.0 321 20.1 377 22.0 317 18.8 377 111.0 310 14.4 377 17.1 304 $O O III In 37.1 357 37.8 323 30.9 357 31.8 318 26.5 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15A 357 17.4 294 x $29.3 306 20.8 278 24.6 We 26.1 274 21.0 270 18.3 306 19.2 267 183 JOB 17.3 263 V X `Q O 0 144 In 17.0 212 17.2 190 d 6c' Z W TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: 9 1�0go Anchor C spac Ity Table(lbs) ANCHOR CAP.,,,,,,,,,,l 3ultrele: 2.7k CorraMe 3.6k Conc. HdIgv CMU F91ed CMU PT Woad Metal (DP"„)X(MULLION CAP., /ANCHOR CAP.- 3,6k Elco 1l4'Ss Elco N18'Elco 1l4'Ss Ek* i10 Sled 112 Sled ill Sled Anchor Type: 311W Elco Ulracon 114"Etc*Ultricon IAtracon 3116•Elco Utracon 114"Elco Uitracon 14*S93elor ll6'Elco AggeaElo screw(eel Screw(eel 912 8tO6) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN Edge Distance On): P 2.117 1. 2-10 3-1/6• 1• 2-l12 V 2.112• T 3-118• 2• DAB• 0.64• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedmenl On): 1314' 2Lr 136 134' 2• 1-114' 1-114 1-114• I-i4' 1-114• 1-114* 2• 13&81 1310• bee note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Mthoa 04.76'5141 O.C./Stallard Clip ft.1 or 2): 390169 39010 46016 890[be 1644 ba 270144 28016 35116 740 b9 468 b9 66416 1182 lbs 326 fine 42016 660 b9 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchoa®2.26'Min.O.C./Stmdad dip(Flg.3): 70016 70011 500 be 141016 952 Ill WA we lbs WA 63016 WA 88016 WA 65216 e40lbe 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 0 Artchas®1.15'Min.O.C./Stendad Clip(Fig.4): 95016 140016 WA WA WA WA 780 ins WA WA WA WA WA 1304 lbs 1680 lbs 224011 CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors Q Y Min.O.C.1(2)2x6 Angle Clips(Fig.6y. 78016 78016 900 IDs 1780 Its 328816 54016 660 ins 70816 148011 93616 1328 ins 2364 lbs 652 bs 84016 1120 ins ADDITIONAL ANCHOR OPTIONS FROM THE 6 Anchors Q Y Min.O.C.1(2)2s6 Angie Clips(Fig.6y. 1170 ins 117016 102016 2340 ins 204416 81016 $409n WA 114016 1404 i6 132016 364816 078 ins 1280 ins IWO Its ANCHOR CAPACITY TABLE. PRODUCREVISED FIoYrM* 4 Andras®0.46 Mr.O.C.I LI-Clip.We 118'Alum.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA 113216 Building Cod- NA 2 Anchors Q 2.26•Min,O.C.I F-01,(Fig.8): 35011 3501bs 290 be 10516 476 ins WA 28016 WA 31616 016 44 Its 016 32816 420 ins 560 1.000" Acceptmroc 1, 4nchors A ®1.15•Min.O.C.l F-Clip(Fig.8r 48011 1 7DO ins WA1 WA WA WA 38011 WA I WA WA WA WA 85216 NO lbs 112016 on DOIe 1(41 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i,.ii Dada Pro uu Coutro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9. TABLE NOTES: \\111111/// • • • • •: ••• ♦• 0 ••= 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE �� N`( N M/ 771 • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� .Q...........•<<F • • •• • • • Pam,.•' \CENSE •.•'A i • • • • ±!"b s•• • • so • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000" •• ••• •• • • • •• = �: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.HOLES - No.5870558 _ FIGURE 5: FIGURE 6: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 16-20.FIGURES SHOW - • • • • SUGGESTED,APPROXIMATE HOLE LOCATIONS. l C"Al (j U� • • �0 STEO '.<4� • • • • • • • • • • • •4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .126' '.�.C� • ) CDRID \ ••• • • • • • •CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW ........ \G TEEL ANGLE CLIP(FIGURES 6S6)MUST BE USED IN HAIRS.•• ••• ••• • ••• •••STUDS TO BESOUTHERN TA MNE MM M GRADE 33 AND.045"THICK TH AN SG OF 0.55.ALUMINUM (110 GAUGE).STRUCTURAL BE 6063-T6 AND BE L TO BE AT LEAST.5125"THICK 5- P.E.( ) 1•%0•x.126• A.LYPINM�L1l�R,P. • • AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . TABLE 7A p," • •• • dill n Capacity Table mama ® ari • •�Opdhing Width(lor•Srticaliy-sp•rlydng mullions)or Opening Height(for hotlzornaly-Spanning mullons) 6044 bin • • 70/n • in • BON 100 in 120 in 140 in 780N O 1x4 x.376 Rectenguiar TraplTden9• Rectangular Trap? Rwtan9u T,.000 A. RecmngMer TrarTdan4 Reolangdv Traplif - Reclenwl., Depnif.g. Reclengular Trapll"'g. ft"tengmar Tnoldeng. Rectangular TmpfTAang. Lending .:n LoednD Loading L-1.0 Ladrq LadnD Lading Loading loadnD I", LeednD Lading Lowing Lowing Loading Lading Loading b'Y O Alum.Tube „r, a r _ F F r r _ a yag z> _ a a F_ fig_ a_ _ a_ �r F Fg_ Mullion 0 3�' �y d d • • g c7^ 17 � � c� z a to ga� � �' o w 42 In 170.0 620 170.0 435 170.0 744 1704 4780 d7&O X69 170.0 70. 70.0 619 170.0 file 170.0 621 170.0 1240 Poo 521 170.0 1458 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 J 48N 170.0 708 170.0 621 170.0 850 770.0 ba 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 NO 170.0 1983 170.0 660 151.8 2029 170.0 680 � (� 50.625 In 170.0 747 170.0 683 170.0 698 170.0 631 170.0 1040 170.0 681 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1464 170.0 768 170.0 1793 170.0 756 168.0 1919 170.0 766 136.6 1919 170.0 768 W O m LL 541n 170.0 797 170.0 612 170.0 IN 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 159 170.0 856 159.9 1799 170.0 881 137.1 1799 170.0 Bel 120.0 1799 170.0 861 (n 601n 170.0 885 170.0 701 170.0 70&1 170.0 7W 170.0 12/0 170.0 878 170.0 7117 170.0[712 170.0 169 170.0 898 155.5 1819 170.0 1033 128.6 1819 170.0 1083 11t.0 1818 170.0 1063 97.2 1819 170.0 1063 = V t- 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 9w 170.0 1486 170.0 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1642 168.6 1158 100.7 1542 167.9 1157 88.1 192 187.8 1167 ? W �{a 681n 170.0 871 170.0 789 170.0 1189 170.0 90.1 170.0 139 170.0 1002 160.8 1472 170.0 142.8 1{72 188.8 1148 128.5 1472 158.8 1130 107.1 7172 147.8 1104 91.6 1472 Iw.O tiO4 BO.J 1172 148.0 1104 Z, U 2S C 721n 170.0 1063 170.0 678 170.0 1275 170.0 1009 150.6 1320 166.2 1101 132.0 1320 149.9 117.3 1320 137.8 1066 105.6 1320 128.8 1049 88.0 1320 117.0 1024 76.4 1320 112.6 1013 66.0 I320 112.5 1012 d LY .J 76 In 170.0 1122 170.0 937 149.6 1154 INA 1013 128.2 1164 139.9 904 112.2 1184 125.7 99.7 1184 116.3 904 89.8 1164 107.5 952 74.8 119 976 935 84.1 1184 03.1 927 56.1 1164 92-3 926 J V) 78 in 168.1 1121 170.0 987 136.4 1121 117.0 98.5 118.8 1124 128.8 947 103.8 1124 115.6 92.3 1124 105.8 919 63.0 1124 96.5 800 89.2 1124 58.0 800 60.3 1124 84.3 081 61.8 1124 83.2 878 Q _j M 7 Q of rt 901n 106.1 844 111.fi 760 90.1 844 04.3 736 77.2 844 82.1 724 67.8 844 73.3 60.1 844 68.5 702 54.0 844 61-4 693 16.0 844 54.2 678 36.8 544 60.0 688 33.8 811 47.7 682 ZQ M Z N 98 In 80.1 742 91.6 863 74.2 742 71.2 652 63.8 742 67.2 It 55.7 742 59.8 49.5 742 6{.1 022 44.5 742 49.6 614 37.1 742 43.6 600 31.8 742 39.6 590 27.8 742 37.6 68{ I--' 1191��9PPN M n 8o O1aN 82.6 566 03.8 530 52.1 550 53.6 521 44.7 508 18.8 513 30.1 We 41.4 34.8 680 37.3 498 31.3 $96 34.2 492 20.1 568 29.8 481 22.1 688 28.8 472 784.5 568 24.7 466 V5 717 In 57.6 565 58.8 $03 48.0 555 49.5 405 41.2 555 429 167 38.0 555 38.0 480 32.0 555 34.2 Q3 26.8 SSS 31.3 467 24.0 555 27.1 457 20.8 555 21.3 Iw 18.0 SSS 22.4 1!2LU U) I20In 45.8 475 46.4 433 35.0 475 39.0 426 32.6 475 33.7 420 28.5 475 28.6 {14 25.3 475 26.8 409 22.8 475 24.6 404 19.0 475 21.1 395 18.3 !75 18.7 387 11.3 475 17.2 381 U Q INN 26A 330 28.7 JOS 22.0 J30 224 307 18.9 330 78.3 2W 18,6 330 17.0 293 d..X Z 0 0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: .� � Anchor Clpagtty Table(lbs) (DP )X(ANCHOR CAP-,-,,,,,=ANCHOR CAP.,,, SubsWe: 2.7k Concrete 3.6k Cane. HdI-CMU Filed CMU PT Wood Metal `MULLION CAP.,,s,,,- 6n8'FJco IM'SS Elco 5116'FJC0 114'SS Elco 110 Steel 112 Steel 112 Steel USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip PellerrLl Ani ryp°' 311V Elea Utrecon 114•Eke I,Braca 3118'Elco Utracon 114'Bco Uaeca Ubecon AggreGvier Uba<a AggreGala 3cmw(C46)Screw(G6)StmW(G5) CAPACITY REQUIRED"CORRESPONDING TO AN Edge Distance pn): 1" 2-11Y 1" 2-112" 3118' 1• 2-1W V 2-172' Y 3416' Y 0.18' 0.64 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment(n): 1314• 1314• 1314" 1314" Y 1-114' 1-11P 1414" 1.114• 1.144• 1-114• Y 1,378' 1-318' lane nose I) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Ambers 4.76 MN.O.C.I Standard alp(Fig.1 m 2): 390[be 390 lbs 460 Ind $90lb8 1544 Ibs 270 lbs 280 lbs 364 to$ 740lbs 458]be 604 lbs 1182IN 3M Ibs 420119 IN Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchm 0Z2b"Ain,O.C./Standard Cap(Fig.3): 700 The 700 lbs 5w IN N101Ds 9521bs WA NOlbs WA 6Mlbs WA 8801bs WA 652lbs 840 ba 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 Anchors a 1.16"Ain.O.C.1 Standard Cap fFig.1): 950!be 140U Me WA WA WA WA 760 lbs WA WA NA NA WA 1304 lbs 1660lbs 2240 The CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchae 3'MN.O.C. m tab Angle ales(F10.5): 7801bs 7801bs BOO IM 178010s 3288144 540101 t4101hs 708 Its 14801bs 9J8IDa 1328 bs 2381 Ore 852161 840 bs 17201bs IT ANCHOR OPTIONS FROM THE e Archers 3'Min.O.C./ 2x5 A71�a al (Fig. 1170109 1170 ba 1020 lbs 23w IDs 2844 M 8101W 640101 WA 11101bs 149 On 1320 M 5516lbs 978109 12801bs 1680lbs ANCHOR CAPACITY TABLE. PRODUCT REVISED pa as complying with the Fladde 4 Anchors Q 0.45 Min.O.C.1 Ualp,Into 118"Aum.(Fig.7) WA WA WA WA WA WA WA WA NA WA WA WA WA WA 1432]be Building Code tr-•0G 2 Anehors�2.26"MN.O.C.I FCip(Fig.B): 350Ibe 350 lbs 2901be 705168 476 Its WA 280lba WA 316 lb$ O lbt 440lbs 0 bs 326 lbs 420 lbs 680169 Acccp(enca No J• 4 Anthem®1.16'Min.O.C.I FCli (Flg.9): 180 ba 700 lbs WA WA WA WA - 380 The WA WA WA WA WA 652166 BIO lbs 11201be 1.082' �-�- 1.000' r- Gr Lhlla r NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. iylantl D71L /IamlDadgProductContro TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION II • • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LYNN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. '� ••�OGENS F • • . • • • • E. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.000' ;' 701 SHEETS 18.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.56705 _ FIGURE 5: FIGURE 6: FIGURE 7: SHOWN ON SHEETS 18-20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ it�L-•-�;", _ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (O 1 13 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.6 ASTM ALUMINUM WOOD SHALL BE ��•. STATE F PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE .376 F<ORIO. ••• THICT5 AND BEA MINIMK(18 GAUGE).ST UCTURAL STELITO BEAT LEASTT.125"TH CKCK.STEEL STUDS TO BEA IAND A36.ALL ANCHORS 1'X 4"X.375• 1"X 4"X.375'"NIMUM GRADE 33 AND.0W c'�'�N LL1 E"G�` ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'T'-MULLION MULLION A.LS'NNIMILLE ,P.E. FL P.E.#58705 TABLE 8A I~. fl21 >t Mullion Capacity Table lb•IR2 �r3 F OpeningWidth(forverticallyspervingmullons)orOpeningHeight(forhodzorAalyspemhtgmullions) y(�G' s 50 N 60 in 701n a0 in 901. 100 in 120 M 1401. 1601n Y O Reclelgder Trap/Tdeng. Recten9Wer Trep7Meng. Reclen9elar TrapyTdang. Reatengular TropR6eng. Rectengller Tnep/Tdang. Rectenylar hep7Tdeng. Re ler 'fl. mg. Reolan9uler Trap?darg. ReclangWar 7rap✓Tdahg. ,Si a F 1.26"% Lading Loading Loading Loading Leading Loading Loading Lading Lowing Loading Loading Loadng Loafing Loadng Loading Lading Loading Loading ny 3.188"x .265"'Alum .t:' �' F �' -� �• k' �• p D B �' k' F -- F t k' k' A �• .�• @ Tube Mull a 8 aAE a N INS Z�c did 4�c a� Z `� f/1 fc d` fc sc d` 2io O W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 886 170.0 508 170.0 982 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 151.8 1789 170.0 521 J IY 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 630 170.0 1137 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 880 132.7 1518 170.0 680 118.1 1596 170.0 680 J 50.625 In 170.0 747 170.0 503 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0t2310.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 766 119.3 1468 170.0 766 104.4 1486 170.0 766 2 LL W O D 54 In 170.0 797 170.0 612 170.0 958 170.0 881 170.0 1118 170.0 134 170.0 1278 170.01.1 1378 170.0 837 118.6 1778 170.0 858 122.3 1378 170.0 881 101.8 1378 170.0 601n 170.0 805 170.0 701 170.0 1063 170.0 797 158.9 1156 170.0 878 139.0 1158 167A3.8 1158 166.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 � W631n 170.0 930 170.0 745 180.1 1051 170.0 850 137.2 1441�O .9 862 120.1 ID51 142.06.7 1051 132.3 637 98.1 1051 125.7 830 80.1 1051 119.6 822 68.6 1051 119.1 821 60.0 1051 119.1 821 d W88 in 187.1 857 170.0 768 IJB.J 957 151.8 805 119.4 .0 790 104.1 857 121.82.8 957 112.8 787 83.8 957 108.6 769 89.8 937 100.0 750 59.7 957 88.9 148 52.2 957 98.8 748 .�„LL71S 721n 128.7 804 135.2 698 107.3 804 115.2 684 91.9 .3 871 811.4 804 91,41.6 804 84.1 650 64.4 804 78.8 SO 53.6 804 723 033 48.0 804 69.9 629 40.2 804 696 62878 in 109.4 722 114.4 830 91.2 722 97.2 818 782 .3 808 68.4 722 78.70.8 727 70.3 588 64.7 722 85.5 580 45.8 722 58.6 670 39.1 722 58.7 685 31.2 722 18.2 664 �.1Q �78 in 101.2 885 105.8 600 84.4 885 89,6 588 723 .5 677 63.3 685 70.66.2 685 64.5 680 50.6 885 00.1 553 42.2 885 61.3 547 38.2 685 51.4 637 31.6 BBS 50.7 636 8111. BSA 515 68.0 457 14.9 515 57.5 449 47.1 .1 141 11.2 516 44.76.8 515 40.8 428 330 515 17.4 422 27.5 515 33.1 113 23.5 515 30.5 107 20.8 616 28.1 401 X IS In 54.3 453 65,8 404 45.1 453 47.1 391 36.6 .0 391 33.9 453 38.40.2 453 33.0 379 27.2 463 "A 374 22.6 463 28.0 306 19.4 453 24.3 360 17.0 453 22.8 356 h tp-� 0000 He[" 38.1 358 30.0 323 31.8 358 328 318 27.2 .4 313 23.8 358 25.2 308 21.2 358 22.7 304 18.1 368 20.8 J00 16.8 358 16.0 203 (1)W M 111 In 36.1 338 35.8 Sae 28.3 338 30.1 Sot 25.1 .1 297 22.0 338 23.2 293 19.5 338 20.H 2a9 17.8 178 19.1 285 X1201. 27.8 290 28.3 284 23.2 280 23.8 280 18.9 .6 256 17A 200 18.2 253 15.4 280 18.4 249 IMI. t 16.1 1 201 16.3 186 d, Q 0 N Z TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: �2 0w Anchor Capaclty Table(Ibs) /ANCHOR CAP. ,,,, 0-3 A-, Subk.W 27k Conciele 3.6k Cane. HolloxCMU Filled CMU PT Wood Me1a1 (D�)X\MULLION CAP.,.-,, =ANCHORCAP.,ee 6116"Eko 1/4"rn Elco 5116'Elco 1/4.66 Eko 810 Steel 012 Steel 9128ted USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Mchar Type: 3/18"Eko Ullreeon VCR-U"rawn 3/16'Elco Ulrecon 1/4"Eko UBmcm Ulmeon Aggre(salor UBrocan AggreGata Soae (G5)Scmw(G5)Screw(G5) Edge DIV.-(In) z• o3CAPACITY REQUIREDCORRESPONDING TO AN zsrz3-1/8" z0.46fi Embedment(in) 1.3W' 13/4" 124" t3r4" 2' 1-1/4" 1-1/4" 1-1/4" 1-114" 14/4" 1-V4- T 1-319' 1-3/0" 1-Me4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom{g 4.76'Mln.O.C./Sundud Clip(Fig.1) Iba 39011 45011 139011 /64416. 27011 28011 35911 74011 46816. 8841. 11829. 320 lb. 42011. 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION ECTED 4 Anchor a 1.16'MM.O.C./Stendwd Clip(Fly.2) 48011 700 lb. Wn WA WA WA 380 m. WA WA WA WA WA 652 lb. 84011 1120 lb CAPACITY(FROM THE TABLE)OF THE SEL 4 Anofnre®3'Mln.O.C./(2)2r6 Angle Glp.(Fig.3) 78016e 780 We Seo It. 16W Oa 1996lee 64016. 5609. WA 7601be 97616. aso roe 2364 M 652lb. 89016e 112111be MULLION.rc WILL YIELD A MINIMUM ANCHOR 4 Anchaa®0.45"Mia O.C,/UCllp,Into 118'Alore.(Fig.4) WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143211 CAPACITY WHICH MAY BE USED TO QUALIFY 1 MCW I F-Ctip(Fig.57 195 The 19311 226 ae 4451be 822 lb 13511 140 M. 17711 37010. 23/1be 33211. 59116. 16311. z101be 280Ib ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT RfiVISF.D 2 Antler.®1.16-Min.O.C./F-aip(Fig,6) 240 ee 35016. WA WA WA WA 19016. WA WA WA WA WA 326Ib 42016. 66011 as complying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Calc "OS Acoeplartm No FIGURE 1: FIGURE 2: TABLE NOTES: )---1.250"--i Glp .Date o (� • _ • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION B!_-- P uct Centre ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 N11111111", t]L_•• •• • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� Q�`( • FIGURE 3: • • • • • 3.188' ��•' KENS '•.F"Q • •• • • • •A k• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Qom.•• �' F • • • • • •CL�MIST•a• SHEETS 18.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =lAC No.56705 '* •• ••• •• • BE USED SHOWN ON SHEETS 18.20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265' ••:N PAIRS. • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - G � FIGURE 4: FIGURE 5: FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL (O �$13 W • BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T Q STAT O • • • • • • • :3063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '� FCOMOP••• • 5'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 1.25"X 3.188"X.205"MULLION �� • • • • • • •• • ••• • • (1.1/4'VF MULLION) / csS/.•...... • • • • • • •ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ////0NAll-1 • • • • • A.LYNtJ IMILLI L�,P.E. FL P.E.#58705 • •• •• • • • •• •• ••• • • • ••• • • .. .. 000 . .. .. .. . . . . . . . . . ... . . . . ... . . TABLE 9A • • •• re M Ilon Capacity Table Ibe/R2 • �` + • bpillllnIPWldth(for ve49ca1y-spWwr1 g millions)or Opening Haight(for hodzontalysparvirg mullions) 501n •0•i• • •7l)jn • in Poln 100117 120117 MOI. 189117 11r, r`Rectangular Twirderg. Re.WaAs j Tmp✓n� lieclan er 7I prrdare. RWaag ii 11100 iIlgoc Rxia�lpulor Troprrl 0. Rect,ngWer Treprtdeny. I:aclen9uw Tmprildsp. RacterpJar TrapTdenO. Recten9ulu rreprrden9.2x4x.26 L-,n9Loading Loading LoaL.."• LQrRmd• Loadir/ Lr♦dr g Loading Loading Loading Loading loading loadn9 Loading Loading Loaam g Loading �� or Alum.Tube 3t^ t• t r S P P P P P 27 n p P n P P P Al P P P F .S P P .S �' S P P .S Mulllon a ori a a E g k u # •a a IF 13 8 8 8 8 8 8 8 8 8� 8 8`- 8 8 8 8 c7 3 3 8 S 6 d §^ 555 z 421n 170.0 620 170.0 435 170.0 744 7.0.0 478 1700 dice 17gp 70. /70.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1993 170.0 521 Q w 481. 170.0 708 170.0 524 170.0 850 170. 56 .D 92 170.0 630 70. 1133 90.0 661 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 080 170.0 1983 170.0 680 170.0 2287 170.0 680 J 50.025 In joll-747 170.0 563 170.0 5% 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 110.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 758 170.0 2301 170.0 768 (D LL 54 In 767 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 903 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 I7a0 861 W 00 d Go 885 170.0 701 170.0 1063 170.0 7W 170.0 1240 170.0 878 170.0 1417 170.0 941 170.0 1594 170.0 996 170.0 1711 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1053 IWA 2880 170.0 1063 Z) MMO (J.) 63 In 030 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1168 170.0 1015 170.0 1673 170.0 1078 170.0 1859 110.0 1122 170.0 2231 170.0 1169 165.7 2553 170.0 1171 145.9 2553 170.0 1171 F- 0 66 In 974 170.0 788 170.0 1169 170.0 903 170.0 1381 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 2330 170.0 1275 151.9 2437 170.0 1288 1328 2437 170.0 1286 0 W C 721. 1061 170.0 878 170.0 1275 170.0 1008 170.0 1408 170.0 1128 170.0 1700 170.0 1228 170.0 1913 t70.0 1315 170.0 2125 170.0 1387 145.8 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2164 170.0 1530 Z fin � �> U. tL 761n 1122 170.0 937 170.0 1318 170.0 low 170.0 1670 170.0 1209 170.0 1791 170.0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 1505 123.0 1960 181.8 1548 100.1 1960 154.0 1535 02.9 1980 162.7 1531 LU a 7814 1161 170.0 957 110.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1881 170.0 1474 137.4 1061 183.1 IWO 114.6 1861 147.3 1473 98.2 1861 139.6 1459 85.0 1881 137.9 1454 Q U) C7 901n 1328 170.0 1144 149.1 7398 156.0 12ig 127.8 1396 138.0 1198 MA 1898 f21.3 1179 99.4 1398 110.2 1162 89.5 1396 101.6 1147 71.5 1398 89.8 1122 61.9 1398 82.7 1105 55.9 1398 78.9 109895 M 1229 161.6 1008 1228 1229 127.8 1079 1063 1229 111.2 1061 82. 1228 90.9 1044 81.9 1229 89.6 1028Z 1081n 971 Me 877 88.3 971 89.0 882 74.0 971 77.2 849 64.7 971 68.4 837 67.6 971 8N AO1111. 919 97.3 032 70.5 919 81.9 610 68.1 918 70.8 800 53.0W K 1201n 766 76.8 716 62.9 788 64.5 705 57.0 786 55.8 695 {7.2 788 40.4 888 41.0 798 M.1 677 37.7 786 40.5 668 31.5 780 71.9 853 27.0 788 77.0 847 23.8 705 2d.{ 831 1441n 648 44.2 SW 30.1 618 37.0 496 712 618 31.9 491 27.3 516 262 495 21.3 518 25.3 Q9 21.9 519 72.8 174 18.2 648 19.5 484 16.6 516 17.2 455 13.7 646 16.6 418 (� N Q O IJ TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(lbs) ANCHOR CAP.,,,o,,,,, m �� Su�6ete: 2.7k Cenaele 3.5k Cann, Xdlox CMU MIM CMU PT Wood Metal (OP-)X( >=ANCHOR CAP.,,, O' ' MULLION Al 5/18'Eko 1q'SS Elco 5/16'Eleo 111•SS Elco 810 Steel 812 Sled 812 Sted Anchor Type: 3116•Et-Utramn U4•Elco Memo UOxXn 3/16•Elco Utrawn 114-Elco Uhacan Ago,GEl lAVecen AggreGetor screw(G5)6crew(G5)ScraW(G5J USE THIS FORMULA TO OBTAIN THE*ANCHOR Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Edge Cl.1..9n): 1' 2-Ifr r 2-Or 3-v8• r 2-I/2• t• 2-1/2• r 3-09- 2' 0.46' 0.54• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment 9nk 1.Y4' 114' 1-3/4• I-W r 1414' 1-114• 1-114• 1-1/4' 1-1/4' 1.114• 2• "a, 1-3/8' (see nolo 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors Q 4.75•Min.O.G./Standard Clip(Fla 1 or 2), 1Po IDs 390 b 450 be 890 I. 1644 lb. 270]be 28016. 3541bs 740lb. 468 lb. 664 lb. 11820. 326 b. 4201be 560 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors Q 2Ar Min.O.C./Standard pip(Fig.3): 7401. 740 b. 630 M 14851, 1424Iba WA 560lb. WA 6951bs WA 6801be WA 6521. NO lbs 1120 b MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 Anchors Q 1.71'Min.O.C./9lenderd pip(Fig.47 685lbs 0501 7681be /9461. WA WA 705 We WA 7091be WA WA WA 978 b. I2601ba 1680 Re CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors Q a.Min.O.C./(2)2X5 Angle Clips(Fig.51: 780lbs 7 a 680 b 1560 The 1896 The 01 560 lbs WA 760 ft 936lbe 8"lb. 2304 ib. 6521¢ a01b. 112016 6 Anchors Q 3'Min.O.C./(2)285 Armtpe pip(FI9.6): 1170lb, 1170 lbs 1020 lbs 2340 lbs 2811[be 01 ba 640]be WA 1140 Ib 1404 ib. 13201be 3518 lb, 978lb. 1260 lb. 166016. ADDITIONAL ANCHOR OPTIONS FROM THE 3Anchors Q 1.34'Mln.O.C./UCBp,Into 1/8•Nom.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 41 ANCHOR CAPACITY TABLE. RODUCf IffiVISE 6 Anchors Q 0.W Min.O.C.I UC10,Into 1/8•Num.(Fig.8t WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 ft umplying\trill,the Florid0 2 Anchors Q2.68•MIn.O.C./F-Up(Flo.9} 37016. 370 bs 31(11. 71318 7121b. WA 2601b. WA 34616. WA 44016. WA 3286. 420168 58016. wilding Code 3- Se�S 3 Amboms Q 1.71'Min.G.C./F-alp(Fig.f0): 3901he JPo IDe 3401. 789Iba 91816. 2701M 2Po Iba WA 380 lb. 4881. 41010. 1192 lb. 3281ba 120 bs 68010. lcuplenao NO lJ ioaD �� CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. f \ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: yam{ 6d0 product Comm TABLE NOTES: 2.000' • • • • • • • • \\\11111)1/r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \�� O� ,� • • • • • GENERAL INSTALLATION METHODS. �'<�••'��CENSF''•�F'f5 �� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. % _ 4.000' = *' No.58705 • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.HOLES TO BE DRILLED IN -250' _ SL ' THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. • STAT(0 j EqCC/ FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT O'��S•.,FCORLOP.•�(��: (FIGURES 5a6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. '•"" • •• • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 2X 4'X.25*MULLION lNl tAt`t IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNS M'ITE' ,P.E. THREADS BEYOND THE MATERIAL. FL P.E.#58705 TABLE 10A Mullion Capacity Table bandit x Opening Width(for%ertically,-spardirg mullions)or Opening Height(for horizorllally4parvi(V mullions) 50 In OO In 701n 80 in 901n 100 br 1201. 1401n ISO In 0 Rectangular Tep/rdn" Reclengular Trep/rdarg. Reclenpilar Trep7rdanp. ReclargJar Trep/ldang. Rectan9der TLoadirng. Reoading Trep/rdang. Rectangular Trap ruling. Rectanng TLoadinng. Reclen9uler TrepTdno d 2 x 6 x.26 Ling Loading Loading Loading Loading Loading Leading Loading laedeg Loading Loafing Loading Loed'mg Loedltp Loading loading Loading Loedirp o: Alum.Tub• D ,g p a �• a 2^ r a r 2rY Mullion 'Fa 1 ;6 _f., a.� 7sIt i ,.. v ., A S 3 3 d 3 3 S 3 3 I 3 I � A 3 $^ 3 c� 3" tS tRa3 ��8gg� �� 6� �� .6� {� 5�g� •[�5�x2 .6� {T� .�� .$� 5.� g� �� [7! c0.' Z (n ILI 421n 170.0 520 170.0 435 170.0 7M 170.0 478 170.0 8811 170.0 508 170.0 902 170.0 519 170.0 1116 170.0 521 1240 110.0 521 170.0 14M 170.0 521 1700 1735 170.0 521 170.0 1983 170.0 521 O481. 170.0 706 170.0 524 170.0 850 170.0 584 170.0 892 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 1417 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 680 170.0 2287 170.0 880 j 50.625 in 170.0 747 170.0 563 170.0 806 170.0 631 170.0 1046 170.0 684 170-0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170-0 756 170.0 1793 170.0 758 170.0 2082 170.0 756 170.0 2301 170.0 758 � LL 541. 170.0 797 170.0 612 170.0 956 170.0 BBI 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1431 170.0 837 170.0 ISB1 170.0 656 170.0 1913 170.0 del 110.0 2231 170.0 561 170.0 2550 170.0 881 Q d M l OO In 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1581 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1081 170.0 2833 170.0 1053 f'' tD U 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170-0 940 170.0 1486 170.0 1015 170.0 1673 170.0 1076 170.0 1850 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 it71 � T{,y 66 In 170.0 974 170.0 789 170.0 1160 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1751 170.0 1155 170.0 1048 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1258 Z gn' OF72170.0 1083$177 170.0 1275 170.0 1000 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170.0 1528 170.0 1100 170.0 1570 j W it 170.0 1122 170.0 1318 170.0 1080 170.0 1570 170.0 1209 170.0 1781 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1820 170.0 3140 170.0 1694 170.0 1589 170.0 1705 J d r34 Q J r- S 170.0 1151 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 IMA 1777 170.0 3861 170.0 1795 r _ 170.0 1328 170.0 1591 170.0 1328 170.0 1858 170.0 1498 170.0 2125 170.0 1853 110.0 2391 170.0 1793 170.0 2666 170.0 1916 170.0 3188 170.0 2125 158.0 3411 170.0 2273 136.5 3111 170.0 2381 � Z 170.0 1417 2 170.0 1700 170.0 1414 170.0 1963 170.0 1822 170.0 2287 170.0 1784 170.0 2550 170.0 1952 IT0.0 2833 170.0 2085 180.0 3199 170.0 2138 137.1 3189 166.6 2470 120.0 3190 15&1 2428 �170.0 1694 9 170.0 1013 170.0 1817 170.0 7231 170.0 1870 170.0 2650 170.0 2078 184.6 2761 170.0 2271 148.3 2781 161.9 2333 123.6 2761 140.4 2281 105.9 2781 125.0 2234 02.7 2781 11&0 2100 /n NLU X 170.0 1838 1 170.0 1966 170.0 1700 170.0 2203 170.0 1932 170.0 2821 170.0 2149 151.8 2&12 162.3 2215 138.0 2632 148.4 2218 113.5 2832 128.4 2160 97.8 2632 115.1 2128 85.4 2032 10&3 2088 170.0 1711 170.0 Ism 110.021170.02252 1414 1864 120.1 2252 127.2 lam 108.1 2252 118.1 1915 00.1 2252 98.8 1872 77.2 2252 88.9 1838 81.6 2252 711.4 13M x 125.1 1664 126.8 1445 101.3 1681 108.1 1425 69.1 1664 81.6 1407 79.2 1564 80.7 1300 69.5 1584 72.3 1373 62.8 1504 85.7 1358 52.1 ISB4 56.0 133D 44.7 1584 49.2 1305 39.1 156{ 44.4 1283 Q N Z U) TABLE 10B a `rn ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Ibs) ANCHOR CAP.,,,,,,, Sut.war. 2.7k Concrete 3.6k Conn. Hdbx CMU FIOed CMU PT Wood Metal (DF,,,)X( )=ANCHOR CAP.,,, 916'Elco 174'63 Eke 916'Elco 1/4"SS Ek3 910 Steel 012 Steel 812 Steel MULLION CAP.,,,,,,,.. Anchor Clip Patterns Anchor Typa: 3116'Elw UBmcon Il4-Eloo Unracal 3116'Eko UXrxon LI"Elco U.wcon USE THIS FORMULA TO OBTAIN THE"ANCHOR Wracan AggreGalor UOracan AggmOator Screw(G5)Sm•M(GS) Sefew(OS) Edge Distance(In>:riW" 2-1/T 1" 2-17 31/8" 1. 2-12' 1" 2-Irr 2" 31/6' T 0.45' 0.54" 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(N): 1-3/4" 1314" 1314" T. 1.1/4" 1.1M' 1.114" 1.114" 1-1N' 1.114" 7' 13/8' 1375' lase rete 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnO Q4.76'MIn.O.C./Slerldard Clip(Fig.1 or 2): 3901* 450111. 89013 1644 Ice 2701* 280 lba 35413 74016. 4681ba 664 We 118213 3264201. 5601* OPENING,WHEN IT IS LOWER THAN THE MULLION 4 And-0 4.66Min O.G./Standard Clip(Fig.3): 700 Ibe 90D lbe 1780 I* 30841bs 540[be 66010. 708 The 1480 The 9381be 1104 We 23641a 652 la 8401. 1120 Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Mcham 0 .71"Min O.C./Standard Clip(Fig.47 1400 We 1010163 259513 WA WA 940 TM WA 106513 WA WA WA 1304 The 168013 224013MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Mchom OT Min.O.C./(2)236An91eClip.(Fig.5k 78016. 68013 1560 ibe 1MB Ia 640104 66013 WA 76013 936 Ta aso gs 23641. 652 la 640aIVlbe CAPACITY WHICH MAY BE USED TO QUALIFY B Mehrne 4J 3"MIA.O.C./(2)2r5 Arpla Cllr.(Hg.61 1560 ns 136013 312013 319213 108013 112013 WA 152013 18721a 1760 is 4726104130413 tes01. 229013 ADDITIONAL ANCHOR QPTIQNS FROM THE -.tjer REVISED 12 Mchoro 0l.G Min.O.C./(2)2r5 Argla CNpe(FI9.77 2100 Ta 144013 376013 WA WA 132013 WA 160013 WA WA WA 195613 2620 Ta 3350104 ANCHOR CAPACITY TABLE. Complying lyil11 th0 plofWe 4 Amhaa 0 1.34•Min.O.C.I UCrip,Into 115Alum.(Fig.Sy WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 la uildlug Codc^ 8 Anchaa Q 0.64"Min.O.C./UChp,Into 1/8'ATMs.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2�841b. F�2.000"�I llccepianco N9 2 Amhom 0 4.69'Min.O.O./FCTip(Fig.10p 3901* 39013 45913 890103 1532104 27011:3 28013 3541be 7401te48813 65213 1182 Ta 5g-16W- 420[3 6W IbS Cxpjreli0n pak 4 Anchors 0 1.71" Min.O.C./FCllp(Fig.117 SM]be 7001b. SOS la 129613 WA WA 47013 WA 533 Ta WA WA WA 6521. MO]be 1120 Ta / 250" By TABLE NOTES: Miami Dade Product Cenim FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 16. FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `\1(1111111)77j/ • • • • i • a• a • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • •• • • • • ��'��O''�yCENSF'/l�F,p�i • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P • • • • a• • • 8.000" 'fc: �C • • No.55705 _ � • •• • � a • • �• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 18-20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '., (O��S ANGLE STATE •<(/ • • • • • • USPAIRS. •CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '(yOURESCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED MaiS YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125" /'UINED BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.D45"THICK(18 GAUGE).STRUCTURAL STEEL TO 7/I1I11IN BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"Xe•x.25• A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL. MULLION FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . TABLE 11A • ak n • •• 0 0 apacity Table Ibse ••• • peRl Width(fordbrticall}apawing mullions)or Opening Height(for horizontally millions) 601n 1!1. • 0700 • is In 90 In 100k 120k An In 180 in n d O Recterguler Trepr,arg. R.W.9uler TmpTwng Reciengula Tro n Redeng*r Tispederg. R.MilU., Irep'Tdeng. Rectangular Treprnarg. Rectar Tmprldarp. Rectangdar Trop7rdang. Reclergular Traprd.% 4: 1.28"x 2.11" loatlirg Loa.no LmdkV Loading Loading loading Lw4kV Loa4lrp Loading Loading Lw41ng Laadllg Loa4Ng lnadng Lwding Loading Loedlrg Loadlig SZr x.1126"Alum yyDD$$ gp$ ySp. yi• 'gL$ Lg+ p£� y�$ _ ?y�F� yL$•_ yp$ yD$ $ _ yD$ _ h Tube Mul8g � E � i5 3� l7 O$ 3 ZI r9i 3 Sg !S� N 421n 144.2 628 187.0 428 120.2 628 148..M19 4 aOyD 1(6 138.9 4154 .1 UR 1 .8 411 80.t 526 134.1 411 721 626 131.1 411 60.1 526 134.1 111 61.5 528 134.1 417 45.1 1128 134.1 411 W 481n 96.6 403 1080 333 80.5 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 76.6 314 40.3 403 78.6 314 34.5 40.1 78.6 314 30.2 403 78.8 314 6D.026 In 823 382 91.0 301 68.6 362 79.3 294 58.8 362 71.9 288 51.5 382 67.2 286 45.7 3112 64.6 204 41.2 382 83.6 283 34.3 362 63.5 283 29.4 362 63.5 293 25.7 362 63.5 283 2 LL 541n 07.8 318 74.1 287 58.5 318 64.2 261 46.5 318 57.7 256 424 318 63.6 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 441 248 D- O 801n 49.5 258 53.1 219 41.2 268 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.8 256 32.2 201 17.7 258 322 201 15.5 258 3T.T 201 F (MO („) 631n 427 234 45.6 200 35.6 234 39.1 105 305 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 28.6 183 16.3 234 26.5 183 13.4 234 26.5 183 w a w 601. 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.e 176 23.2 213 27.0 173 20.6 213 25.1 170 18.8 213 23.7 169 111.5 213 22.2 187 13.3 213 220 166 11.6 213 220 168 Z w 721, 2a6 179 30.1 165 23.9 179 25.6 162 20.4 179 22.6 149 17.9 179 20.3 147 16.9 179 18.7 145 = -1-j -JLL�� 781n 24.3 181 25.1 110 20.3 181 21.8 137 17.4 187 79.0 735 742 181 17.0 133 FT 781n 226 152 23.5 133 108 162 19.9 131 18.1 162 17.5 128 Q M ~ Q N TABLE 116 ANCHOR CAPACITY ADJUSTMENT FORMULA: r Anchor Capacity Table fibs) ANCHOR CAP., ,,,,," 9ubatrate: 2.7k Concrete 3.5k Cone. Ildlon CMU FBIed CMU PT Wood Meld (DP- -7)=ANCHOR CAP.,,, xZ$O�O _ MULLION ...r 8 6116'ENO 114'88 Eko 6116•Elco 114"8S Elco NO sled e12 Sled #128t" USE N Anchor Type: 3/18'Elco Utrawn 1/4"Elco UUecon 3116'Elco Ullrecan 1!4"Elco Ubecon USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Ulracan AggrZ' U-1/9- Agg2O s«rx(GS)3«eri(Os) s«ew(cs) d' (0 Y Y CAPACITY REQUIRED'CORRESPONDING TO AN to O Edge delenee(in): 1" 2-1/Y 1" 2.1/2' 3-118' 1" 2.1/2' 1" 2-1/T 2' 31/8' 2' 0.48' 0,51" 0.321' )= (D ACTUAL PRESSURE REQUIREMENT FOR THE N Embedment(In): 1.974 1-314 1314 13l4 T 1-1l4' t-1l4' 1-111' 1-7I4' 1-114' 1-114' 2' 1318' 1318' (aes nota 4) <) Q OPENING,WHEN IT IS LOWER THAN THE MULLION Q., O O 4 Anch-Q 3'Mn.O.C./(2)NS A. rApe(Fig.tl: 780 Bre 7801be 680 Oe 15601Da 1898Ibe 6a lbs 560lbs wA 780Iw 9381M e6o lbe z3611be 8 2 ba d1010e t432Iba D. Z y inn CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR �� CAPACITY WHICH MAY BE USED TO QUALIFY ' ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. N l6nca NPRODUCT'REVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1285"--1 +u complying 1vilk the Florida r Building L3_ ZS•OS 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. 1 Acapo FIGURE 1: Ex0 n pato G 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2.116" T1Ia D 119prod fol\ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. ,125" ��\ LYNN 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •''�CENS F CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL BE PRESSURE-TREATED ��,•'• YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.125" ; THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.25"X 2.11'X.125"MULLION _ No.58705 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FW MULLION) THE MATERIAL. _ STA S/ONA1-E 111111111\ A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 12Ak RtN # id'Mullion Capacity Table(IbafR2) v1� Opening Width(for uerlicelly-9peming millions)or Opening Height(for horizontely-sparring mJlioru) l alce e 601n 601, 701n 60 in 901n 1001n 120 in 1401n 160 In d O RectenpMr -Tdeng. Pact at TrepTAeng. Rectenpuler hep/Trleng. Ree a, Traprrdang. Rectangular Trap/Tdang. Rectangular TneprTdang. Rectangular Trap/Tdang. Reolargdu Traprrdang. ReclengAar TfsWdaq. a 3.26"30 I. Looting Leading Loading Loading Loe•no Loading Lading Loading Loadng Loodng Loading Loading Loading Lowing LoaAng LoedN0 Loading QoY U DEG.AL yeg- g- F F 'a!. a,. $ g.. Eg' g•`. .' F !. •a •a.. •D�$ g_. a 'a.. 0� .. .' .+" .' l. -� .. 'a.. d BAY MULL d E` c3 c$` c c� cR g d�" d c5 B 3 c� tR r c7 d�• L1 3 0 �7 3 $g 3 8 3.B 04 aE a a$ a �p CO 42 in 170.0 620 170.0 435 170.0 7N 170.0 478 170.0 868 INA 508 170.0 992 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1188 170.0 521 170.0 1735 170.0 521 149.1 1710 170.0 521 J 481n 170.0 700 170.0 524 170.0 850 170.0 581 170.0 982 170.0 830 170.0 1133 170.0 801 170.0 1275 170.0 677 170.0 1417 170.0 890 1522 1522 170.0 680 130.5 1522 170.0 860 114.2 1572 170.0 880 (� LL 50.825N 170.0 747 170.0 683 170.0 BBB 170.0 831 170.0 1018 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 161.2 1N3 170.0 760 138.9 1443 170.0 766 117.3 1443 170.0 758 102.8 11{3 170.0 766 ll! 'o d 54 N 170.0 797 170.0 812 170.0 950 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 817 1N.3 1353 170.0 656 120.3 1353 170.0 681 103.1 1353 170.0 861 90.2 1353 170.0 861 m 601n 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 078 116.1 1218 170.0 944 129.9 1218 169.8 936 116.9 1218 152.1 924 97.4 INS 146.1 913 83.5 INS 148.1 913 73.1 1218 1{8.1 913 1- U 631n 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 Ilea 1160 141.9 898 105.1 1150 134.2 896 87.6 1150 126.7 871 75.1 1150 1262 870 65.7 1150 128.2 870 � LU �LU N 861n 170.0 974 170.0 789 MA 1018 185.0 881 130.6 1048 148.8 884 114.3 1046 133.1 850 101.8 1048 123.4 839 91.1 1048 116.6 830 78.2 1046 109.4 821 65.3 1048 106.2 818 57.1 1048 106.2 818 j U) � C721n 140.8 880 117.8 764 117A 880 128.0 718 100.6 080 110.8 73! 88.0 800 100.0 722 70.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 080 Me 088 N.0 880 78.4 688 J 78 in 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 780 83.0 652 66.5 700 75.9 643 69.9 790 71.7 835 49.9 190 65.1 624 42.8 790 02.1 610 37.4 790 61.5 017 7 r 78(n 110.8 750 115.5 857 92.3 750 95.1 BN 79.1 750 85.9 832 69.2 750 77.1 621 81.5 750 70Ai 612 55.4 750 65.7 805 l8.2 750 59.4 594 38.8 750 58.2 586 34.8 750 55.6 588 Ezz-• }Q Q 90 in 721 581 74.4 500 60.1 5W 62.9 491 51.6 563 54.6 483 45.1 583 40.9 475 40.1 503 44.4 468 381 563 40.9 482 30.0 503 36.2 452 25.8 563 33.3 445 22.5 501 11.8 N2 Q m Z 96 in 59A 495 61.1 N3 l9.5 495 51.5 175 42A 485 N.e 427 37.1 495 39.9 421 13.0 485 38.1 116 29.7 495 33.2 409 24.8 40.5 20.1 400 212 495 28.8 384 18.8 495 2b.0 390 N W �� 108 in 41.7 301 42.6 353 34.8 391 36.9 348 29.8 391 31.1 342 281 391 27.6 337 23.2 391 24.9 333 20.0 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 318 �i 1111n 38.4 370 38.2 335 32.0 310 33.0 330 27.5 370 26.6 325 24.0 370 25.3 120 21.4 370 22.8 310 19.2 370 20.9 312 16.0 370 18.1 305 cr 0 r 1201n 30.4 317 30.9 289 25.1 317 28.0 781 21.7 317 22.5 280 18.0 317 19.9 278 16.9 317 17.9 273 U Q144In 17.6 220 ,7.8 203 dZ toTABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA:Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,_ im Subsllate: 2.7k Concrete 36kCm Hollow CMU F81ed CMU PT Wood Metal (DP-): (.ANCHOR )MULLION CAPsANCHOR CAP... CAP 6118'Elco 1/4'6S Eloo 5116'Elco 1l4'SS Elco 110 Steel e12 Steal 112 Sleet Anchor Type: arts'Elco Utreca 114'Elco Ulrecan Olklicon 3118'Elco ul(ecal 114'Elco Uuecon AglyeOeta llPoacon AggreOela Screw(0.5)Scrow(G5)Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor CUP Pallems CAPACITY REQUIRED'CORRESPONDING TO AN Edge Distant*pn): 1' 2-112' 1' 2-1IY 31x8' 1' 2-112' 1' 2.112' 2- Mtil' 2' 0.48' 0.64' 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE Embedment pn): 1314' 1.V4' �450 ' 1371' 1 1-1/4' 1-114' 1411 1-114' 1-114' 1-114' 2' 1318' 1816' (Bee note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchtre 5'Min.O.C.I(�2x5 Mole Clips(fig.1): 390 Nrs ago Ibs a 8901a 17001bs 270Ibs 280 As 35116s 740 @s 480 @a 7201bs f1821bs 320106 1201bs 580Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnMae Q 3.6'Min.O.C.l(2)2(6 Angle Clips(fig.2): 780 @a 780Ibe e 1670109 2626lbs 640 lbs 560 @s WA 11201be 938 @* 860106 238416* 85216a 810 @s 1120 @a MULLION.IT WILL YIELD A MINIMUM ANCHOR 6.1.Q 2.71'Min.O.C.1(2)2k5 Angle Crips F .3): 1120106 1120lbs e 2246 floe 22541ba WA 810 @s WA 1059106 WA 1320109 WA 978106 128010* 188016* CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCE REVISED FIGURE 1: ANCHOR CAPACITY TABLE. ccplpiying with the Florida IIuilding Coda a TABLE NOTES: Acc*ptartce No 3 � E,lcpirallonD • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. _ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MlnoilDadgplodOtLl`0 t1i rol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1`It 111 1.111117 •• •e• MCLLIQR D U 10 dLIbS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. .125' • • • • • • 'ij1 B DR L J1 IN�HE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 30. ��•'•�,IGENSF•'•,fc.P •• • Fd E H W"r•ESTEM,APPROXIMATE HOLE LOCATIONS. e'• • • • • • • • • • 3.250' No.58705 •• ••• 4)itiBSTRUtTES:CONCRLOrf SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8003-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY ��Q '• STAT O • ••• LE4ST.1a5bT+(ICK ANDA38.ALL%kNCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ' 'c(ORIDN,•••�� • • • • y4E MATERIPR.. • • • • ANGLE CLIP(FIGURES 1-3)MUST 3*3:D IN 16S.• ••• •• • • • • 777 ONAL • •• • • • • to • • JJ • • •• • • • A.LYNN MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• ... ♦ . . ••• • . ... . . . . ... . . TABLE 13A • •• • • • as 0 as Vull&nCapacity Table Ibsife F#F ••• • peAl gWldlh(forArtice*spaMngmullions)orOpeningHeight(forhorimnlaly-sparrfirgmdlions) yyy�'77}krl' Q 501n kr • ♦70• ♦ • t(I In BO in 1001. 120 in 1401n 1601n � p Reciangul« T,pfmang. Rectangular TmplTdang. Reclenguls Tina Recrerg&r Tropledeng. Rectangular Trap/Triang. ReclenoM r Trap/Td Rectangular TrWTden9. Rectangular TraprM.N. Reotangul« TFWTdang. u 3.26"46 Loafing Lowing L. Leading Loading Lowing Leading Lowing Lowing Leading Loading Loading Loafing Loading Loedrg LoednB Lowing Loafing o� U AY MULL DEG.AL '.. F 'F '_ '_ '.. '.. ',.. € ',.. € €.. >:'_ _ '_ a -'� CA a aB a as a as a► r g a a� a a� a B a s a B a g a a s x N a a� a aGa aGa � � $� � a� a �i � g- a Sia k 9 9 faa � � � a 3� € 6i € e a�4 `. E a 71�g €F s� � s� € €� § €� ^ .Q s �& z s� H a g- '261 O N� W 421n 170.0 620 170.0 435 170.0 744 170. 478 0 Ilea 170.0 500 •70. 092 Ij0.0 519 170.0 1118 170.0 621 170.0 1210 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 J j 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1131 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 680 181.7 1631 170.0 880 140.3 1637 170.0 680 122.8 1837 170.0 680 8 0 50.625 In 170.0 747 170.0 503 170.0 896 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 750 141.1 1552 170.0 750 128.1 1552 170.0 758 110.4 1552 170.0 756 W d 54 in 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 14U 170.0 837 155.2 1455 170.0 858 129.3 1455 170.0 881 110.8 1455 170.0 881 97.0 1455 170.0 88i j 00 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 f25.7 1309 163.5 994 104.8 1309 157.1 982 89.8 1309 157.1 082 78.6 1309 157.1 902LU f• � � U D 631. 170.0 930 170.0 745 170.0 1118 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.6 965 114.0 1247 f44.3 052 95.0 1247 138.2 936 8t.4 1247 135.7 935 71.3 1247 135.7 935 00 h 170.0 974 170.0 709 170.0 1160 170.0 903 148.4 1190 163.7 985 129.9 1190 147.9 945 115.4 1190 138.5 928 103.9 1190 128.4 914 $8.6 1190 119.5 898 74.2 1190 116.1 893 64.9 1190 118.1 893 z U) C 72 in 181.8 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 1272 842 101.0 1010 114.7 828 99.8 1010 105.6 817 80.8 1D10 98.0 807 87.1 1010 80.8 795 57.7 1010 87.6 790 50.5 1010 67.7 789 � Je 761n 137.4 900 143.6 792 114.5 808 122.0 775 901 906 107.1 761 85.0 906 96.2 749 76.3 006 66.2 738 88.7 808 82.3 729 57.3 908 74.7 716 49.1 906 71.2 710 42.9 900 70.6 708 r � 781. 127.1 881 132.5 761 105.9 1181 112.5 738 00.6 691 96.6 725 79.4 881 q.5 113 70.0 861 81.0 703 83.0 881 75.4 Bq 53.0 881 80.1 861 15.4 861 04.5 875 39.7 881 83.7 812 Ezz-• Q Q N 901n 62.7 648 85.4 574 68.9 818 72.1 584 59.1 8{e 62.9 554 51.7 818 58.1t3e726.8 640 50.0 537 41.4 810 47.0 530 34.5 648 41.5 519 20.5 816 38.2 511 25.9 046 38.5 507 Q m Z n 901. 68.2 SBB 70.1 508 50.8 III 588 69.1 499 48.7 588 51.4 101 IZ.B SBB 45.0 688 47.4 476 34.1 588 38.1 470 28.4 568 33.4 459 2{.1 588 30.5 452 21.3 588 T8.7 M7 (n � � 1081n 47.9 449 48.9 405 39.9 449 41.2 399 31.2 149 35.7 393 29.9 M9 31.7 444 28.6 382 23.0 419 28.1 371 20.0 449 22.7 388 17.1 449 204 381 15.0 449 16.9 356 LU 0 F., 44.1 425 45.0 385 36.8 425 37.9 370 31.5 425 32.0 373 27.6 425 29.1 425 26.2 382 22.1 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 N 34.0 364 35.5 331 29.1 301 20.8 328 24.9 384 .821.822.8 384 20.5 313 17.5 361 1A7 JOB Q Q O O 20.2 253 10.4 233 16.6 253 17.1 230 a. Z TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � � Anchor Capacity Table(Ibs) ANCHOR CAP.,,,,,T_ gg1 Substrate: 2.7k Concrete 3.6k Cone. Hdlax CMU Fllled CMU PT Wood Meld (DP_)X( ) ANCHOR CAP.,,, MULLION CAP.,,,,,,,._. 5/18'Eko 114"a3 Elco 5116'Elco 174'SS Elco e10 Sled 012Steal 912 61"1 Malar Type: 3118'Elco Ugecon 114'Elco Ubacan LI8'Elco Ulrecon 1/4'Elco Ulracan USE THIS FORMULA TO OBTAIN THEANCHOR Anchor Clip Patterns Lib. ApgrMial« Ukacon A94e0a1« screw(05)Screw(0.5)screw(05) CAPACITY REQUIRED•CORRESPONDING TO AN I Edge Mimes on): 7• 2-112' E r lila• t• 2-1/2' 1' 244 2• 11/8• 2' 0.4V 0.64' 0.124• ACTUAL PRESSURE REQUIREMENT FOR THE Embsdmsnl(In)[ 131/' 1.314' 4• 2 1-i/{' 1-114' 1-114' 1-1/4' 1-Il/' 1.174' 2' 1316 1318 (tea nolo l) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors 9 5•Min.O.C./(2)2x5 Angle Clips(Fig.1): 3901to 390lbe Ws 1700lbs 2701ba 280lbs 354 Ibs 7401ea 468♦s 720lbs 11621be 326lbs 420 In. 6801ba CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Na0m Q 3.5'Min.O.C./(2)2x5 Anye Gips(Flo.21: 7801ba 7801bs Iba 2525166 540 lbs 5801ba WA 1120 lbs 938 bs 880 lbs 2J641be 8521bs 6/0 roa 11201he MULLION.IT WILL YIELD A MINIMUM ANCHOR BAncfara®2.71•Min.O.C.1(A 2x5 Mgs Cllpe(Flg.3): 112010a 11201Ds 1ba 2254Ibs WA 8401q WA 10591Da WA 13201ba WA 9781bs 12801be 18801De CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE T PRODUCREVISED FIGURE 1: ANCHOR CAPACITY TABLE. a eernpwith the Florida TABLE NOTES: wilding Code -0815. lcceptwtco No O16 ion • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. d)mIl Dario Product Conine) FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 I 1 I I I I/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. �� pN'�,•YN"' • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. .125' 45'� '��,•'00ENSF'••�F.p FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' *• N0.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL BE PRESSURE-TREATED = •`,y = YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125" ♦ • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45'BAY STATE 0�/ LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O ♦ • MULLION THE MATERIAL. ��'��•'•.FLORIOP;.•�`G,� `` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYI�IGIMILL�R,P.E. FL P.E.#58705 -1 1.000" I+ 1.000" .125' Q E.125' RY w .125" 2.750' 2.750• .125" 3.125"D.126. 3.188• o u .126' .125' 04 2.000' 2.000" 2.116• 04 265" 6 Q r.125' 650' r 1 I I .L SOW Of 96D• r.,25• W J 1'X2'X.126'MULLION 1'X2'X.375'MULUON 1'X 2.76'X.376'MULLION 1"X 2.76'X.650'MULLION 1'X 3.126'X.5'MULLION 1.26"X 3.188•X.265'MULLION 1.26'X 2.11'X.125'MULLION U 6083-TB ALUM. 6063-T6 ALUM. 6063-T8 ALUM. 0063•T6 ALUM. 6063-TB ALUM, 6083-T6 ALUM. 60632 T6 ALUM. g Q o XSECTION X-SECTION X.SECTION X-SECTIONX-SECTION X-SECTION X-SECTION W O D. F O U II II TABLE A z W y STANDARD CLIP 2X5 ANGLE CLIP Dimension Value(In) For Mullion: Z 2 g E> 6063-TB ALUM. I 8083-T6 ALUM. g O .spr W 2.000' X-SECTION 2.125" X-SECTION � `1 U-CLIP 2.000' A 1.625 fl. I I 6083-T6 ALUM. 1'X2'X.125" M .125• X-SECTION .125' B 2.654 Aluminum U I _< C 0.895 Tube Mullion Q Z Z co .125'r D 0.740 Q o 0 --1.740'F- A 1.125 1"X2'X.375" � O Y Y 5.5011' B 2'404 Aluminum J M W CUT HERETO .375' C 0.635 F- .375" 3.125" �{_CREATE F-CLIP,SEE MIN. 5.000' + Tube Mullion v a MIN. DETAIL F.SHEET 4 .375'MW. 'F-- D 0.490 Q Z N O Fes- A 1.875 �.p r- UCLIP --------------------- B 3.000 1'X2.75"'X D_'I )9.338'IMIN. 6063-T8 ALUM. A -��-T L_ _____J L__-----J USEDFORALLI'X2'AND `- -------------------' 2X5 ANGLE CLIP C 0.757 .375 Aluminum 1'X 2.76'MULLIONS, 8063-T6 ALUM. D 1 118 Tube Mullion _ SHEETS 5.8 TOPVIEW STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .460 Min. 6083-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE Z..IN CENTETER OF ANCHOR HOLE MUST LIE TOPVIEW ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X2.75'X THEDASHED BOUNDARY.SEE .338'MIN. R DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .650" LIP SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE 6003-TOU-CU-C ALUM. C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER 1/16'. A 1'X 3.125'X.500' TABLEB D 0.836 Tube Mullion MULL ONLY,SHEET 9 TOPVIEW PGT Pert# A 2'000 1RODUCTREVISED 1'X3.125'X 5.500' .375' MUII Dimension(sheet#) g 2,837 ;,wmplying with tba Florida .375' - � MIN. Mullion Std.Clip Offset Clip U Clip Angle Clip .500•Alum •nildingCodc 08z C 0.863 Tube Mull ;cc�ptw��+j"1o�.3� .� MIN. 1"X2"X•125'(5) 68605 666113M 6661118M 666243M 666511M D 1.137 jI ralr ppote 2D16 ---- -------r-----------, .338'MIN. 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.625 1• 1 I I 1"X 2.75"X.375"(7) 88807 668115M 8681120M 866245M 666513M B 3.282 1.25'X3.188' ifimri Dada 3Voduct Conuo I u-CLIP X.265"Alum 1\11II III7l/ • • 6ai3ie ALUM. 1"X 2.75"X.650"(8) 66608 666116M 6661121M 666248M 666514M C 0.882 Tube Mull N D •• 4• • 01.26 X 3.186"X.265" D 1.762 ,`�O 0.......• I i i • • MUL•ONLY.SHEET 12 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M > LICENsF•.•t�,p I • I •• I • lOPV1EW 1.26X2.11' X �'. L - !•-� • • • 1.25"X3.188'X.265"(12) 66641M 6661117M 6661113M 666241M 666516M A 1.813 .121"Alum *f No.58705 *' ----- -J •• ••" • • • •• 1.26"X2.11"X.125"(15) 69370 WA WA WA 666517M Tuba Mull - - C OFFSET CLIP NOTES: : �� 8083-T6 ALUM. '�j� .125' O STATE OF T I • •tjf.�ITEROF ANCHOR HOLE MUST LIE FORIOP,.•' • �Y WITHIN THE©ASYED60URDARY.SEE 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. � � ( .740' --+-rl • • r 41,1EETS 5.1 OFOR THLFANA-HOR O.C. �S ...•.. • • •• •DISTANNE.MARIMUM'kNC'�IOR HOLE 2)SEE SHEETS 5-17 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ZONAL'� • •DETER: R TER.1116. ` IA•IRJC145 ' • •• A.LYNI�Iv51P.E. • 0 •• • • 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#.#58708705 ••• • s • • ••• • • .. .. .• .. ••• • a • • ••• • • ---1 1.000" -{ 1.000' r • 1.962-1 00[ • • • 740• • 063' y• • • • • 0 q y •• 062' •• • ••• e • I (--125' --I 1+.125" • e • • .438' ••• •.• •• I ILL K ••• • •• • • • .125' 4.00 . I 4.000' 4.000' 2.00' 2.125' 2.8252.000' 04 .125' .12b' ••• • • I 125• ggn aBo Q .125' 31• • .125"r • • • *STANDARD CLIP U-CLIP 2X5 ANGLE CLIP 0_ 125 r 6083-T6 ALUM, 6063-TB ALUM. 8083-T6 ALUM. J .375"'155"J .375' XSECTION XSECTION XSECTION LL 1'X 4'X.125' 1'X4'X.375' 1'X4'X.375' 5.600' m LU Z M J MULLION MULLION `f°-MULLION CUTHERETO 5.000' 375 O t0 O BOB3•TB ALUM. 8083.78 ALUM. 8083.78 ALUM. 375' 3.125' '- _CREATE F-CLIP,SEE '375" -- ��MIN. XSECTION XSECTION X.SECTION MIN, I DETAIL F,SHEET 4 Z W .376' Z W g m D) 2.661'-�{ r_--____.� I r_______, CENTER OF ;---------------------- MIN. Q .{I I I I I ANCHOR HOLE I MIN. Oe 1.377•'A •126 I I I I MUSTLIEWITHIN I I J D_ I I I THE DASHED t+r I I J F BOUNDARY.SEE SHEETS 5-17 FOR Q O Z 2.875' I - - I 1 --- I THE ANCHOR O.C. F -- Q 0D'o .125' DISTANCE MAXIMUM i Z 30' I 1 I I ANCHOR HOLE I I LU O 1 I I I I DIAMETER: -------------, U 7 Q 0 3 3.259' L J L_____--J ANCHOR L_ ______ I ~ 30°BAY MULLION I DIAMETER 1/18'. Q Z O O 6063-Te ALUM. I _ 2X5 ANGLE CLIP � i'O XSECTION 6063.78 ALUM. STANDARD CLIP U-CLIP TOPVIEW ZCTEROFANCHOR HOLE MUST LIE - 8083-T8 ALUM. 6083-T6 ALUM. CENTEROF ANCHOR HOLE MUST LIE IHIN THE DASHED BOUNDARY.SEE TOPVIEW USED FOR ALL V WRHIN THE DASHED BOUNDARY.SEE •228• (,►,gg1'� SHEETS 5.17 FOR THE ANCHOR O.C. X 4'MULLIONS. SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE SHEETS 10 811 DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1118'. TOPVIEW DIAMETER:ANCHOR DIAMETER*1/16'. _-3.469' 125• TABLE C 1.877' 5.500' 375" Dimension Value(In) For Mullion: CI .376' MIN. F 3.887 1"X4"X.125' °RODUCT REVISED r G 1.000 Aluminum Tube u complying with the Florida I I I H 2680 Mullion uildingCodc S°o .125' 45° I I I i I cce lance No I I I F 3.187 1"X 4"X.375' Pre 4, Q /G�1 to I 2.250" i i I i 3.009' G 0.757 Aluminum Tube& 45'BAY MULLION 3.2b0' I I I s•-_ T'Mullion iwaiDodoProdoctcontrol� 8063-T6 ALUM. I I I I H I H 2.430 11111 11 11// X-SECTION j i i F 2.813 30°Bay Mull `- -----�I F 2.875 T_ - -----J TABLED •226'J G OFFSET CLIP Mull Dimension PGT Part IF - N0.58705 * _ .125' I 8053-TB ALUM. (sheet#) Mullion Std.Clip Offset Clip U-Cllp Angle Clip - _ TOPVIEW •740• ttfA1"X4"X.125'(10) 69364 666111M 6661122M 666241M 666518M 1 NOTES: Fe •• (STA E OFI.3 1'X4"X.375'(11) 68610 660112M 6661123M 866242M 666519M %D,n'•, 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. i .F<ORIDP.•''G\�� 1"X4"X.375"'7"(11) 86653 666112M 6661123M 666242M 666519M 2)SEE SHEETS 5-17 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(18) 88649 WA WA WA 6865110M /r//'ONA�- 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(17) 66650 WA WA WA 6665111M A.LYNN MILLER,P.E. FL P.E.#58705 TABLE E ® v Mull Dimension PGT Part# S Fx (sheet#) Mulllon I Std.Clip U-Clip I Angle Clip r-•125' I f--'126' --1 I---125• LL 688282M 668272M 6665113M 2"X4'X.25"(13) 86602 666261M 666271M 6885112M 2'XB"X.25'•(14) 86604 STANDARD CLIP I lid 0 U-CLIP 2X5 ANGLE CLIP � 8063-T6 ALUM. 6063-T8 ALUM. 6063-T6 ALUM. 2.000' X-SECTION 2.126' X-SECTION 2.000' X-SECTION NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •126" L I .125' L .127 N 'S Q 77M U) rc DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -F Z N 2)SEE SHEETS 5-17 FOR SUGGESTED,APPROXIMATE �----1 490'---� 1 O Wa, HOLE LOCATIONS. 1-qOp" J 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' _ a 9 CUT HERE TO 6.000• 375' W U O d LL 3.600' CREATE F-CLIP, m z O 2.000' .375' _SEE DETAIL F, •375" rC 376• MIN. ZO V MIN. r SHEET MIN. Z W ------- - -- ---- I r 4.000' i I i Q a S `- M 3.438' 4 + 3.438' I - 1- L) Q rn .250' 2"X 4X.25• I I I 1 Z O Z N I I 3.438" I 1 Q MULLION I I h' Q s gG O 6083-T8 ALUM. X-SECTION i 1 i I M N. fn 376' Z�+ 8 �- ---I--- - L J W O Y Y r- STANDARD CLIP 2X5 ANGLE CLIP O Z O O U-CUP,8063-T6 ALUM. QO_ co CENTER OF ANCHOR HOLE MUST LIE 8063-T6 ALUM. /CENTER OR 2'X 4'MULLION.SHEET 13 CENTER OF ANCHOR HOLE MUST LIE 8063-T8 ALUM. .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O-C. SHEETS 6-17 FOR THE ANCHOR O.C. 0_ DISTANCE.MAXIMUM ANCHOR HOLE F ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLEDIAMETER:ANCHOR DIAMETER+1/16'. E DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/18'. SHEETS 5.17 FOR THE ANCHOR O.C. 5.600" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER*1/16'. 5.000' 2.000' 3.500' '- CREATE F-CLIP, --�� .37b' (i SEE DETAIL F. '375' .375' MIN. -SHEET4 MIN. Ce MIN. .375' r----- -- ------ - -I -- -- I I I I I I I I I I I 1 I DDUCT REVISED I I I I s coteplYing with the Florid. I I j Building Codc �0 I I I I ACCeplNlit No I I I I it Aac I I I I , .2b0' 6,000' -j - -1-- --- - - 4.688' t - 5.438" + -I Miesil Dade toducl Conuol� I I j 1111111 I I I 5.438' 5.438' •• ••• • I• • • 14•• I 2•MULLION. • • • • • I•• I I . P.• 'fl 6083-T8 AL • •I• • • • I * No.58705 •' XSECTJP%l ••• t• • • •• I I i L MIN.' - `-------- ------ -------J -- -- Cf O � • ••• • •- %�O•' STA EO )� • !V` • • ••• ••• STARDARU CL • UCLIP 2X5 ANGLE CLIP i�s•':c�ORIDP.•••G,\�: .260' ,••• • • e • 8081T8ItLUA • 8083-TB ALUM. 6083-T8 ALUM `S�ONAL EN`� • • • • •• • • TOT a ALUW.W• USED FOR 2"X 6"MULLION.SHEET 14 TOPYIEW '/i �� • •• • • • e• • TOPVIEW A.6AIVMILLtf P.E. • • •• • FL P.E.#58705 • •• •• ••• ••• •• •• ... . . . ... . . EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.60.0 PSF. • • •• ® � NO ANCHORS IN HEAD • •• • M177(ALLY ASSUMING 711AT A 1'WIDE MULLION IS SUITABLE,7HE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'*32*1'=85'.REFERENCING SHEET 22,THE COLUMN USING ppII • --$ • •• ECTANQULAk LSADAG IRUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED wl F • a F•SIGN EvbRE OR•+8q0/-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. < • IJ LL 6EE aEE • • ••• f(�W TABLE 3,a?HE9TJ,•(HE 1-X 2.75'X.375'MULLION(LENGTH-72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD L� O FENESTRATION DerAILs, NOT BE SUITABLE FOR THIS APPLICATION. a. 00 PRODUCTS SHEETS o U APPRovu 2 3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• •• ••: ••: :gENIN%ANY MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 5 Q MULLION LENGTH •• • • C)LIJE TIW- 48 T ANO THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 N j/ Q• • •• aANOLE QILIP�WI=FP(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N� SEE • • • • • • • • U W / DETaI.s, •• ••• • • 3PVERIFW TWE DESM PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL = SHEETS APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THEco 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. � 2 IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W O F' N'A!- AN2fWIDIH':� THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m M WN ' F 0 UTH 636 LBSZ (60 PSF)X =624.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) I 72.7 PSF z $ U g THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/B'.THE OPENING REQUIRES A O Z DESIGN PRESSURE OF+50.01-55.0 PSF. J Q � M FOR THE VERTICAL MULLION: Z r 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36"+1'=73'.REFERENCING SHEET 22, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL V)3 p o$$o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/•55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. U J$ E S MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.376"MULLION(LENGTH-108,OPENING WIDTH=SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF Q'LU 4. N �I I` AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q 0 0 FROM TABLE 9A,SHEET 13,THE 2-X 4-X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS DESIGN PRESSURE OF+/•84.7 PSF WHICH EXCEEDS THE REQUIREMENTS d gg• SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 2 S �'0 ko SEE DETAILS, ? 3� FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2=74',NOT 73"AS PREVIOUSLY d� PRODUCTS 2-3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL �- THE 73'DIMENSION(35-1/2'+35-1/2'+2"=73"). 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL i CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ----' USING THE STANDARD CLIP WITH(6)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH ~SEE D SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a DETAILS, DETAIL E, OPENING SHEETS 2-3 6 HEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.26('MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ. MULLION TYPE COULD BE CHOSEN. ODUCTOLVISBD MULLION 72" complying with the Floridu 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'-106'.REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE I uilding Code USED.FROM TABLE 9A,SHEET 13,THE 2-X 4-X.250'MULLION(Q LENGTH=42,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE /ecepim.No REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. p oo Da SEE y DETAILS, 2 USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' ` / aml Dada wductC tro SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH j 1 I i I lorl// 23t,1 (4)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED t� 4 ANCHOR CAPACITY OF 521 LBS. `P�1��•'�1GENS••'/<<f�'/�% 39 HORIZ. 35%HORIZ. i MULL LENGTH~MULL LENGTH 4)FOR THE V•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 9B FOR THE U-CLIP SHOWS THE ANCHOR *; CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE No.58705 ' OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. - FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _T7 +/•64.7 PSF FROM THE VERTICAL MULLION; DSS'! rL +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; �O�'.• STA O (V +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (� '•.F<ORfDP,.•'•\'C�� THE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ,i s 1i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION � �illNAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLER,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/lRIANGULAR LOADING: I PW PW a o I PW ri NN SH/DH SH/DH SH/DH SH/DH PW PW O NQ Z O LL %i w o H ll LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / w a Hca INGED Q DOOR g Z SGD Z $ ° U I LOADING OF VERTICAL MULLION $ O PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d M PW i Z 2 Q F 8 Z OOOddd PW PW ol @@ PW W Y Y SH/DH SHIDH I FL SH/DH SH/DH Q 0 Q O O ]"SFUDH .cl' I L� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI IPW PW HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED DOOR PW PWj NOTES: I RODZ7CT REVISED I 1)DRAWINGS ARE s complying will,the I wilding CodaL•7. I RERESENTATIONS OF TYPICAL roc Iona;No� I PW CONFIGURATIONS. pn�a'o � a PW CONFIGURATIONS NOT SHOWN / / MAY BE EXTRAPOLATED FROM o o i THOSE SHOWN. -1)adq�Sadlkt L'bhUP� S\ •• •• i 2)IF THE LOADING TYPE CANNOT !j[ • • • • I / BE DETERMINED,USE Q�.• V10ENgF'•..F,P • • •: • • PW PW RECTANGULAR LOADING. '•,*= No.58705 •• _ / 3)SEE PRODUCTS'APPROVAL FOR _ I ACTUAL ANCHOR LOCATIONS. —b LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION i a .. STAT PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • LOADING r :• • •0 : • • ••• 1 1 i ''I�Illl lr��` • • OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E. • • •• • MULLION MULLION FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • )WNO EXCEPTION TAKEN U REVISE AND RESUBMIT aRc�tEGTFO O SUBMIT SPECIFIED ITEM t' Q MAKE CORRECTONS NOTED i Corrections or comments made on the shop drawifigs during this review ,, not relieve contactor worn compib- anr witi Cf?Cltrl,'yrP1P.r -i -f °hr. IfICa- 1 ,Ia ,inG +./!o; ,�� r�:r genefal conform- tW ance with the HpswT concept of the project and general compliancF wits rhrq information given in the, documents 7hf, infractor is responsible for: selecting fabrication orocpsw, and techniques of construction; t coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. j BY, Q+ATE HOL.UNGswwiv ktctit rms •••••• • •• •••••• ••••• •••• •••••• • •••••• • • • • MIAMI- 1%IIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.Qov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 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"CA-74OF Fixed Casement"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details— LM", sheets 1 through I 1 of 11, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thgr�e.11as 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 berm R revision pt change •• in the materials,use, and/or manufacture of the product or process. Misuse of thil NOV as an Criddrsement* of any product,for sales, advertising or any other purposes shall automatically termiataN this NOA. Failura....: to comply with any section of this NOA shall be cause for termination and removalitIf A. ; •0*• ,•• • 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 arty portion of the MOA is••••• displayed,then it shall be done in its entirety. :00:9: ' INSPECTION: A copy of this entire NOA shall be provided to the user by the.manufleltrter or it; • distributors and shall be available for inspection at the job site at the request of the Wdibg Official... :00 06: This NOA consists of this page 1 and evidence page E-1,as well as approval document mentione4bove. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.11 rseariMOAna couNTYExpiration Date: April 11,2018 Approval Date: April 11,2013 Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series CA740F aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7063,dated 09/17/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, 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. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours*&CO.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on Q11;4/17. •••, • F. STATEMENTS 000:0. 000. 1. Statement letter of conformance, complying with FBC-2010;-dgted De jea ber la0, • 2012,issued by manufacturer,signed and sealed by Anthony I"Millef,P.E. '''" . 00000.00 00. 0 00 2. Statement letter of no financial interest, dated Decembe.e..•f Or 201200•issued 0••• 00 manufacturer, signed and sealed by Anthony Lynn Miller,RE...... .• 3. Proposal No. 12-1499 issued by Product Control, dated J&ly•3;, 201:2J0 s hed by••:• Manuel Perez,P.E. : .•. :0000: .. 0000 G. OTHER •• 1. None. r Manuef Pere Product Control aml r NOA No.1 -1 .11 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 • • • • • • • • • • • • ••• • • • • ••• enr wIB TACK mr GLASS SSTACK GLASS STACK GU9.48TACK GENERAL NOTES:SERIES 740 DESIGNPRES IES, RATIIG IM�AC7RGEAATM • • • r • • • IMPACT-RESISTANT FIXED CASEMENT WINDOW VARIES' RATED FOR LARGE&SMALL • • • • • •• • SEE SHEETS 6-10 MISSILE IMPACT RESISTANCE • • ••.00D"DYPDNT• • SYe'AIMEALED • •+�• q apfACITE PW4 mA�STRENGTNENEO LN•At•ENEDOR • • • • • • • • GLAss HEAT410ENGTHENED 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY i • +�'M NE"* E yb GLASS WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, EKTEFW SS INCLUDING THE MGH VELOCITY HURRICANE ZONE(HVHZ). 60'WIDTH r 53-VISIBLE LIGHT WDTH(DLO) —} 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE B,SEE SHEET 2 11/16'GLASS 11118'GLASS DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS r MAX �— • • ••0 TBi•• ••• 96 SITE ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST P MAX. 1 • •• • lJ \ .iP, TEMPERED. • • 19'O.C.MAX. • • • • • • !A 3)FOR MASONRY APPLICATIONS N MMM(MADE COUNTY,USE IF JAMB IS •• • • • 000 •• 32 ONLY MLAMI-RADE COUNTY APPROVED MASONRY ANCHORS. OVER 60'. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN GLASS TYPE I GLASS TYPES Z&3 PINE•ASTM COO CONCRETE MASONRY UMTS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. _ --__—--— TA.Np,L 1— _� 715•Imm A A,SEE GLASS STACK � -I GLASS STACK mrLMAMTED I � H� OIIrlM11NATED --}1`,1---��L� 4)ALL WOOD BUCKS LESS THAN 1-Irr THICK ARE TO BE 69" / SHEET 2 NEWT I I 1 GLASS STACK I -I I GLASS STACK CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE VISIBLE / OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SUBSTRATE. LIGHT / US•ANNEALED 9nr ANNFALEOOR WOOD BUCKS DEPICTED AS 2X ARE 1.1/2'THICK OR GREATER. HEIGHT Awmpomr7ne"ARRA GLASS VP AWISPACE HEKMVWNGTHENSD GLASS 1XANO 2X SUCKS(WHEN USED)SHALL BE DESIGNEDTO (OLD) IWANEALEDOR � 1+rA CEO AWDUPONTSW PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK TEAlERED GLASS 3nr ANIEALED OR DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THIS W ANEALED ENGINEER OR ARC ATECT OF RECORD. 23*O.C.MAX. 3B cuss 99 HEArsTRENGnENEo GLASS JAMB IS 5XTER*R 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND -OR LESS. t 11 67'GLASS 11116'GLASS 8(r WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 37 BITE 97 SITE EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. + P I INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 23'O C MAX.IF I e 19"O.C.MAX.IF SEALIO/FLASHING STRATEGY FOR WATER RESISTANCE OF HEAD OR SILL —I-� —►{ HEAD OR SILL 3t 32 sG � 32 ss INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60"OR LESS. IS OVER W. SCOPE OF THESE INSTRUCTIONS GLASS TYPES 4 5 5 GLASS TYPES 8 8 7 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP. ELEVATION OF FIXED CASEMENT WINDOW THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS TA•NOM. CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD SUCKS,BY GLASS STACK 7tW LAMINATED OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS GLASS IMPOSED ON THEM BY THE WINDOW. TABLE 1: IWV T-STRENGTHENED LED E T$7RENKNTENED Giass Types Sheet/ 9nWss 7)DESIGN PRESSURES. Br DIRGN7sm A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST ANNEALED OR PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 6116"Lend 1/8 M-.090"PVB-1/8 An 6 47RMTHErED GLASS B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 2 7116"Ln+i(3/16 An-.080 SGP-3/18 An 8 EXTERIOR -�- STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 3 7/16-LwW(3/16HS-.090'SGP-31`16 HtS 9 IV GLASS PERASTME1300. 4 7/8'LeNrd. (118An-7/16'Ak-118"An-.090"PVB-1/8"An 10BITE8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 6 7/8"Land.IG 1/8'T-7/18"A -1/8"An-.090'PVB-1/8'An 7TO RESIST THE WIDLOADS CORRESPONDING TO THE 6 7/8"Lant.K3(311 S"An-1/4"AI-3/18'An-.090'SGP-3/18"An 6REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE 7 7/8'Letld.IG(3116"An-1/4'AI-3/16"HS-.080"SGP-3116-HS 9HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 718"Larrd.IG(3/16'T-1N'Air-3/16'An-.090"SGP-3/16"An 8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 718-Lath.K3(3116'T-1/4'Air-3/16-HS-.090'SGP-3110"HS 9 AppwWed AV nEplIbs•BM dw ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT GLASS TYPES 8 6 9 1% 1 C WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Dtle REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR 11 t 1 I I 1 \ / ReYsed W. *DAN Dots: Revision: wl dt 7Rd CORROSION RESISTANCE. \\`��0�.(LYNN A//((�� v%cENSF 9)REFERENCES:TEST REPORTS Ftt-7063.3579.3680.3724: GENERAL NOTES._.._.._._.._._._._.1 • Ransed Doh: ReKeioe: ELCO ULTRACON NOA:ELOO CRETEFLEX NDA:ANSIAF&PA NOS ELEVATION.........................r..1 FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS_.._.__._._...._1 �: No.58705 -_ MANUAL. INSTALLATION.........................._2 - VVF - ya. Dssonptloe: Drove ASSEMBLY TUBE DETAILS..._........3 - �� = GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR SPECIFICAnoNS._._.....4 %� ::•��/` ANCHOR QUANTITIES 4fi i . `�; 1070 TECHNOLOGY DRNE Title: D. - DESIGN PRESSURES...................8.10 , (DRlO,.••'G. N.VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08M 12 ASSEMBLY DETAILS/BOM..............11 ii(S+/ ...... P.O. BOX 1529 ONAk- \L NOKOMIS, FL 34274 S,es�odsL sc w Sne.t: 0—*v N. Atev A LYNN ASLLER•P.E. CERT. OF AUTH. #29296 CA-740 NTS 1 OF 11 1 MD-CA740F-LM P.E.S 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... INSTALLATION '• • • •• • • INSTALLATION EDGE DISTANCE OPTION 2 INSTALLATION EDGE DISTANCE ' • ' ' ' ' " ' OPTION 4 • • • • • •• • • • • OPTION 1 CONCRETE/CMU • • • • • • • • ••• INSTALLA.TbN INSTALLATION • • • • • • • • • ANCHORS DIRECTLY INSTALLATION ANCHORS ANCHORS DIRECTLY PER ANCHOR METAL. INTO 2XWOOD. EMBEDMENT INTO MASONRY. REQUIREMENT BUCKNDTH ____77 TVP.ANCHOR 114-MAX TYPE, SHIM EMBEDMENTMID •• • • • •• •• • • • • • #12 STEEL EDGDISTANCE 4 • ••• • E%T*- E 2 • SELF-DRILLING PER SUBSTRATE, 7vm • • • • • SMS,SEE TABLE 3. AS REQVIRED SEE TABLE 3, ••• • • •• • • •• • SHEET 4. PER TABLE 3,j 1 SHEET�. SHEET � DADE APPROVED 3 EDGE MILLION,ALUMINUM, DISTANCE STEEL FRAMING OR STEEL STUD. 3637 i_ 35.37 EMBEDMENT 1 �•+.---- VISIBLE LIGHT WIDTH(OLD)EXTERIOR 70 WINDOW WIOTH 15 OPTIONAL ADDON FLANGE0HEAD, HORIZONTAL SECTION A-A FLANGE�HEAD, SILL 6 JAMBS SEE Al,BELOW NOTES: NOTES: 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS WINDOW COMBINATION UNITS, WIDTH:WINDOW WIDTH-7 HEIGHT VISIBLE 1)USE ONLY SUBSTRATE-APPROPRIATE ADDITIONAL.INSTALLATION HEIGHT:WINDOW HEIGHT-7 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. / / / - ANCHORS MAY NEED TO BE HEIGHT FOLLOW EMBEDMENT AND EDGE 1U-MAX INSTALLED THROUGH THE (DLO) DISTANCE LIMITS.ANY INSTALLATION / WINDOW FRAMES AT 10'MAX BUCK OPTION SHOWN MAY BE USED ON ANY FROM EACH SIDE OF THE FRAME EXTERIOR HEIGHT SIDE OF THE WINDOW. ASSEMBLY Tl1BE CENTERLINE. �) 2)ALL WOOD BUCKS LESS THAN 1-V2- r / SEE TABLE BELOW: THICK ARE TO BE CONSIDERED 1X AdMI.W A.hm Rsq*od o6 sash INSTALLATIONS.1X WOOD BUCKS ARE 10-MAX. —+I Side otlhs Film Ass Will A OPTIONAL,1N41T MAY BE INSTALLED f Wier' Andw DIRECTLY TO SUBSTRATE.WOOD BUCKS -�SEE DETAIL A2,BELOW LL WMIh A 6,C i D DEPICTED AS 2X ARE 1-11r THICK OR I 17--22. 0 0 GREATER.1X AND 2X BUCKS(WHEN USED) 23'-26.0' —±I 1 SHALL BE DESIGNED TO PROPERLY > 24-a 1 1 TRANSFER LOADS TO THE STRUCTURE. —� VVWAw 38 39 WOOD BUCK DESIGN AND INSTALLATION HegM A� B.C 8 0 IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.MAXIMUM W-22.11' 0 0 3 SHIM THICKNESS TO BE 114-. 23--26.•- 0 / 1 DETAIL 25-e 1 1 4 Al HA2 A-. TAIL aitY M1X W000STRIP. \ aY LtiyyRevised Sy: Dots: Reviaan: •d, SEE NOTE 2, `�4�,.•'`1GENSF '-.Fq B7 T} THIS SHEET. P: •,' �� Revised By Out.: R W.J..: TVP.ANCHOR TYPE, L 114'MAX SHIM =*:• W.58705 EMBEDMENT AND EDGE - fl's �_ ® Or—By: DISTANCE PER SUBSTRATE, - axr�ptian: SEE TABLE 3,SHEET 4. CONCRETE EMBEDMENT �•••. ► GENERAL NOTES&ELEVATION J ROSOWSKI R - v - i�T ST ,` � 1070 TECHNOLOGY DRIVE Tift O1°ts' REWIREMENT , F7OR1D"••''•C9 N.VENICE. FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 F ' •.......• INSTALLATION OPTION 3 P.O. BOX 1529 VERTICAL SECTION B-B �''irS�ONA1 �N' INSTALLATION ANCHORS THROUGH ''I 1 1111 l.0�� NOKOMIS, FL 34274 Series/ModN: Scale: Sheet: poswp Ns. Rev: 1X BUCKSTRIP INTO MASONRY. A.LYNN MILLER PJ:. CERT. OF RUTH. 129296 CA-740 NTS 2 OF 11 MD-CA740F-LM P.E/0705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . I FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING 1 CASEMENT/FIXED CASEMENT(,i�40)• • • • .• e •. • APpeVeduM-PIY&2UM dW FIGURE 1: • • • • • e•• • �'V FIGURE 2: 740 SERIES/� 1 D d.Pied I"I AWNING C C \ / ►D FRAME ee e•• •• WINDOW / HEIGHT !_ASSTUBE EMBLY •e• :e:FSMAS. II_Y_�- NOTES• / 10',SEENOTE7, —D • • •1E �•�� THIS SHEET \ 740 SERIES •• • •T)IP-O-TP FOR nN J —CASEMENT El 94DMDUAL WINDOW.FOR SD:ES NOT (L,WINDOW/ SHOWN.ROUND UP TO THE NEXT ONDOW AVALABLE WIDTH OR HEIGHT 740 z DIMENSION SHOWN ON THE TABLES. J i Q SERIES FRAME E FRAME 2)ANY 740-SERIES PRODUCT ° J .g U CAS_ _ SERIES :s E U EMENT A TUBELYCASEMENT ASSEMBLY�y (CASEMENT,AWNING OR FIXED WINDOW WINDOW •E TUBE CASEMENT)MAY BE ATTACHED TO J Q o / - THE FRAME ASSEMBLY TUBE.FOR f" 740 SERIES ALL WWQOWS.USE THE WINDOWS N / \\CASEIEMENTXED NOA FOR ANCHORAGE,SIZE AND � � Q? LL WNODW �` / DESIGN PRESSURE LIMITATIONS. Q > Q 'SEE PRODUCTS NQA FOR 3)ALL W W X)WS IN THE o `0 m 0 s M \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO Q Z 740 SERIES / / MDIVDUALLY COMPLY WITH THE > co FIXED EXTERIOR REQUIREMENTS OF THEIR .. CASEMENT _r(_ RESPECTIVE NOA. J Z WINDOW V / CD 4)FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN _ W m CASEMENT DETAILS,WITH MIN.912 X I-"ET �[ W FOR SINGLE UNRS: WIND!' WINDOW' METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE Q Q 1)DETERMINE YOUR WINDOW SIZE MN.912 X P SMS THROUGH FRAME OPPOSITE FRAME MEMBER. Q W U y I AND GLASS. INSTALLATION HOLES FRAME ASSEMBLY 0) 5 Q 8 Q 2)KNOWING YOUR ANCHOR TYPE - ASSEMBLY TUBE 5)THE FRAME ASSEMBLY TUBE MAY o W \U AND SUBSTRATE,DETERMINE TIDE NOT EXCEED 62'IN LENGTH(AS USED MIN.912 X IN A 63'FLANGED WINDOW)OR BE YOUR ANCHOR GROUP FROM MIN.9 12 X USED IN TEE OR CROSS TABLE 3,SHEET 4. _ 1'SMS 1'SMS CONFIGURATIONS. THROUGH 740 SERIES INTNS ROUGH n m 3)FROM SHEETS 610,FMD THE INSTALLATION CASEMENT HOLES 6)THE FRAME ASSEMOLY TUBE IS SHEET FOR YOUR GLASS TYPE. HOLES WNOOWf NOT REQUIRED TO BE CLIPPED TO n FMD THE PRODUCTS DESIQJ740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR yy PRESSURE FROM THE TABLE FIXED EXTERIOR FRAME CASEMENT JOINTS TO BE SEALED BY INSTALLER. O X LABELED'DESIGN PRESSURECASEMENTn ASSEMBLY 740 SERIES z vi 2^ < Ip"FJ FOR 3MGLE HTNDOWS,ALL WINDOW V TIME WINDOW EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION0N UNITS. mg '— ANCHOR GROUPS' 71 CASEMENT ADDITIONAL INSTALLATION ANCHORS 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION CC-0 WINDOW a WINDOW MAY NEED TO BE INSTALLED ^ z THROUGH THE WINDOW z FRAMES AT o TIP-TO-TTP.FOR SIZES NOT 1('MAX.FROM EACH SDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE 1\I I I I I I!I AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: `�� N.( ...,...,,Y�/Ai�� DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 a 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. A�slAwhoa Rs0 en eseh .2,0 'C I,-, 'C •'•10ENSg'• TABLES. SMN of do Fmw Aes 108(FAT) 6)USING THE TABLES LABELED 2)FROM SHEETS 610,FIND THE SHEET FOR YOUR GLASS TYPE. I. WUdes' hm 14058705 Typo = 'VAID WANCHORS REQUIRED 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'WNDOWANCHORS REOWRED-(TABLES 2A a 28.SHEETS 4 a 6).THIS MUST BE DONE FOR EACH WIDOW N LL ' A 8.C a O ='*;• . ^ (TABLES 2A a 2B,SHEETS 4 a 5), THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSKX4S SHOWN ARE TIP-TO-TIP.FOR SUES NOT SHOWN,ROUND UP TO 1T-22ff 0 0 _ p DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > 2J' � 0 1 __O '3 I �3 ANCHORS NEEDED N THE HEAD, 1 1 OF SILL AND JAMBS OF YOUR STATE 4)USING THE TABLE LABELED 1MNDOWANCHORS REQUIRED-(TABLES 2A 6 2B,SHEETS 4 6 5),DETERMINE THE NUMBER OF ANCHORS NEEDED N THE HEAD,SILL AND n WNdow Ancor %�.t�'•.,FLOR\OF;••�C9=.� WINDOW JAMBS OF YOUR WINDOW. HelOhl A 8,040 ..... " �' S �ONA��•`� 6)INSTALL AS PER 71iE 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WNDOVN FRAME MITI THE SUBSTRATE MAY REQUIRED(SLS IT-250 0 INSTRUCTIONS ON SHEET 2. SHEET 2),AND THAT MN.9 12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY 7818E(SEE DETAILS ON THIS SHEET} �' �'� 0 I !I I I I r Z6'� 1 1 ALVP.E JS E16 P.E. PEJ 6!706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE M • • • •• • • Window Anchors Required(37"and Less on Short Side Dimension) • •• • • • • ••• •• • duceAMM wW Ae • • • • • • • Fl-rWFkora. Wrens Short b1cle Anchor Type7 1 • • •• • ••• • 81 Pd Dsde uot NO I A 0 C D A 0 I C I D A 1 8 1 C I D A B C I D A 1 0 C D A 1 8 1 C D I A I 0 I C ID A 1 D 1 C I D 111Bf 23" Long Sidor _ B7 Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 7 3 3 3 J 9 3 3 +r3_ 9 3 3 3 25-15N6" L Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 _2+2 2 2 2 2 Shoot Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 J 3 3 S J J 3 J 3J 3 3 3 3 •• • • • •• ••• •• L Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 •• 0•0 • • • • •• •• Shod Skis 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 9 3 J 3 3 3 3 3 4 3 3 1)USE THIS TABLE POR ALL VIIINDOW&PFJ4'7HE • • Log Side 3 3 3 3 3 3 3 3 I 3 3 4 3 3 3 - 4 3 3 3 4 3 3 3 4 3 9 3 4 J 3 1)US TON" ON SHLeET?dIIAENlONS SFIGWR e • 3r Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 9 S 3 3 3 3 4 3 3 ARE TIP-TO-T.P.•• • • • • • ••• •• J Lag Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 r M Shad Skis 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 1 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE O Lore Side 4 5 3 3 4 5 3 3 4 5 3 3 I 5 3 3 4 5 3 3 4 8 3 3 4 6 3 3 5 8 3 3 NEXT AVAILABLE SHORT OR LONG SDE DIMENSION 44-114' Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SHOWN ON THE TABLE. 531/8, L Side 4 5 3 3 4 5 3 3 5 6 3 3 5 8 3 3 5 6 4 3 5 6 4 3 5 6 4 3 5 7 4 3 THE r $U Shat Skis 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 3 3 N11 INVERTED. SHO RT AND LONG SIDE MAY BE J o 1 5r Long Side 4 6 4 4 5 6 4 4 5 6 4 4 5 6 4 4 5 7 4 4 6 7 4 4 6 7 4 4 8 7 / 4 Q Ll Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4)SEE NEXT SHEET FOR ADDITIONAL H< L S� 5 8 4 4 5 7 4 4 0 7 4 4 6 7 4 4 6 8 4 4 8 0 4 1 8 8 5 4 5 4 INFORMATION. Q Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ? 6815'18„ L Side 5 7 5 5 6 7 5 5 6 7 5 6 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 9 5 5 F" > Q g1 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 9 4 3 3 ii 8 x a 671/2, L Side 5 7 5 5 8 7 5 5 6 8 _5 _5 8 8 5 5 7 8 5 5 7 9 5 5 9 5 5 9 5 5 $O :E— Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 -3 3 3 1 3 9 Q Z Lorg Side 5 7 5 5 8 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 6 5 7 9 5 5 Shag 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 70' Lag Side 6 7 5 5 6 8 5 5 6 8 5 5 6 0 5 5 7 9 5 5 7 9 5 5 9 5 5 8 10 5 5 Q f" Az Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 / 3 3 LLj LL4J 72, L Side 6 7 5 5 8 a 5 5 7 8 5 5 7 8 5 5 9 5 5 9 5 5 T 9 5 5 8 10 8 5 „ W kShod 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 C'74• 8 7 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 a 10 5 5 a 10 6 5 8 4 8 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 7 3 3 9 3 3 3 3 3 I 3 3 8 0 5 7 8 5 5 7 9 5 7 9 5 5 8 9 5 5 8 10 6 5 8 10 6 6 8 11LE CONFIGURATIONS: OO76' 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 3 J 9 3 9 3 3 3 3 3 3 3 4 3 3�„ 7 8 5 5 7 9 5 5 8 10 5 5 8 10 6 5 8 11 6 5 9 11 8 8 9 11 B Q VW 2 2 2 2 2 2 2 2 2 2 22 2 2 2 3 3 3 3 3 3 3 3 3 3 3 J 3 / 3 3 X X X O Z114' 9 12 7 7 10 13 7 7 11 14 8 7 11 14 0 7 12 15 8 8 13 18 9 B 13 16 9 8 14 /7 10 9 ' d Q rz'-LL Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 134 L0ro 11 14 8 8 12 15 9 0 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 X Brod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 L Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16 20 11 10 O rc n n 145 Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 t� n TABLE 3: TABLE 3:(cont.) X O a j y J Mkt. Min. Min. Anchor Mh Min. MM Anchor w z 2 e- GNW Anchor Substrate, Edge O.C. Flats Group Anchor Subelreb Edge O.C. Embedment Mate a Y o Embedment Distance Distance Required? z obtenu Distance R'gnlred7 oz u t/4'a"UMracon Hollow B" 1' 6' 1-tp' No .Plne 518' 1 8' es v S.Pins 518• 1' 1-18 No #14'toot SMS(G5) 605375 Alum. 318' 68' 1118' Yes 1111 I I I I I A N14.steel HMS(G6) 8063.76 Ahen. 3/8" SW 0.050 No or 014,410 S3 SMS AJ6 31w1 318' 618' .050 Yes or 014,410 88 SMS A35 31ael J/6' 5/8' 0-050 No A653 S Gr.33 318" Sl8' .015' 18 Gs. Yea o °o ° ;�``,�pN�,......,a' �F!,�� A653 S Or.33 J/S b/8' .035,20 Ga. No 2.85k Concmh 1' 4' 1-3M• Yes y�Y �'` 1�� '�,.•'�10ENSF '•..�Q S.Plns 6/8' I 1" 1-18' No steel U9rsanr 2.85k Concrete 2-1/Y 4- 1.3/0' Yea ►�'gay • •k F F E 9 B 012,'toAkan.SMS(05) 6063-TS AW . J/8" 5l8' .OtiO' 1K' No D IioSw oBock 2-1/2' 61 t-1/4• Yes r S 0� r 0 = No,50705 a N12,110 33 3M5 AJ6 Steel J/6' 5/M •050' No Filled Block 2-vr 4' t-14' Yes A653 Stu4 Or.33 3/8' 611r •035 20 Ga No 1/4'4108S 3.36k Concrete 11 6' 1-14' No 2.85k Concrete 2-1/2' 4' 1-/B' No CreteFbx Fldiow Bock 2-12' S" 1-1M' No 114'steel Utmoon 2.BSk Concrete 1' 4' 1.1/4' No J.Sk Comxeto 1.1/4' 6' 1-14' No 1)OPERABLE(X)WINDOWS MAY BE CASEMENT STATE OF k69w Bock 2-t12' S' 1-114' No 5/18'alaot Ulracon Hollow Block 3118' 6' 1 1-1M' NoO'L` WINDOWS OR AWNING WINDOWS OF THE SAME ' �(.S•.F0P �� lOR1 .•�V. • C S.Pln' S/0' 1• 1.9/M Yea Read Book 1 2-1112' 1 5' 1 1-14' No SERIESi N12,steel SMS(GS) 606375 Alum. 31(" 618• 1/16" Yee 77//S/ONA%- or 012,410 33 SMS A36 Steel 3/8' 618' .060' Yea 1)ANCHOR MUST EXTEND A MIM"JM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. A6W Stud,Gr.33 3111" 6/8' 1.045%18 Ga. Yet 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A LYNN MILLER.P.E. REN Sam . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 2B: Window Anchors Required(Over 3r on Short Side Dimension) • • 10 • • • •• • • • • •• • • ••• Had 4 oMleg �PP�r^'cd n eoneplyiva w1161ht Shed SideAnchor Type -1 • • • • • • ad • • • • • • Dale . ) A B C 0 A B C D A 8 C D A B C D A B C D A B C D A 8 C D A 8 wC A 8 09-LO • • • • ••• • MOAT L Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 M .1 D.&1§adit' t under�� Shoal Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 4 5 6 4 4 5 6 4 4 S T 5 5 )' 2515tt8, L Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shoal Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 8 4 4 5 6 4 4 5 7 4 1 8 7 5 > • • •• ••• •• L Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 9 9 S 3 3 3 3 3 • • • • • • • • 35' Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 6 8 4 4 0 8 5 4 7 9 5 ••• • 37' Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE4RI&TABLE MDR ALL WIDOWS PER a: Shoal Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 i THE ELEVATIe14S OR SMTq.q AEN61�NS 44„ Lang Side 1 5 3 3 4 5 9 1 5 3 3 4 S 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP-TO-TIP- 4LL Shari Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 1 6 8 5 4 7 8 5 1 9 5 8 10 8 5 LL 44-1/4, Long 3 3 5 8 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 6 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE Short Side 3 4 3 3 4 5 3 3 5 8 3 3 8 T 4 4 6 7 4 4 7 8 5 4 7 9 5 7 9 5 5 B f0 6 5 NEXT AVAILABLE SHORT OR LONG SIDE _ ,h L Side 5 7 4 4 8 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 6 7 4 4 DIMENSION SHOWN ON THE TABLE. r Z Q 53•V8' Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 5 7 1 1 7 8 5 4 7 9 5 8 10 5 5 8 11 8 5 J ,g Lan Side 8 8 4 4 8 / 7 8 5 1 7 8 5 4 7 8 4 7 8 6 4 7 8 5 4 7 8 5 4 7 6 5 4 3)THE WINDOW'S SHORT AND LONG SIDE MAY u 587 Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 0 7 4 4 7 8 b 4 9 5 5 10 8 5 8 i t 6 b INVERTED. o Long Side 7 9 5 4 7 9 5 5 7 9 S 5 8 10 5 5 B 10 5 b 8 10 0 5 8 10 6 5 B 10 6 5 7 9 5 4)SEE NEM SHEET FOR ADDITIONAL 04 to H Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 0 7 4 4 6 7 4 4 7 8 5 I 9 5 6 10 6 5 6 11 8 5 INFORMATION, 0 ll 5 6613116ELSIde e 7 9 5 5 8 10 6 5 8 10 8 5 8 1t 8 5 8 11 6 5 8 11 8 5 8 11 8 5 8 11 8 5 8 10 8 5 3. -. de 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 0 7 4 4 7 8 5 4 7 9 5 5 8 9 6 5 8 it 6 5 O Z 0 8742' e 8 10 5 5 8 10 6 5 8 10 6 5 6 11 5 5 8 11 6 5 B 11 6 S 6 11 6 5 8 11 8 5 11 8 5 8 0 Q 0 A de 3 4 3 3 4 5 3 3 5 6 3 3 7 d 4 0 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 8 $ O = Z �, e 8 10 5 5 8 10 8 5 B 11 8 5 9 11 8 5 9 It 6 5 9 11 6 5 9 11 6 5 9 71 8 5 0 lo 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 1 8 7 4 4 8 0 5 4 7 9 5 4 7 9 5 5 Z �. de 8 70 6 5 8 11 6 5 9 11 6 6 9 11 6 6 9 8 6 9 11 6 6 9 11 6 8 9 11 8 6 g~ de 3 4 3 3 4 5 3 3 5 6 3 3 8 4 4 8 4 4 8 6 5 4 7 8 5 4 7 9 5 5 Q Z Z 72' de 8 t0 8 S 9 11 8 8 9 11 8 8 9 11 6 6 9 11 6 8 9 11 6 6 9 11 8 6 11 6 6 LLJ Lude 3 4 3 3 4 5 3 3 5 6 3 3 1 4 8 7 4 4 8 6 4 4 7 8 b 4 1 9 5 5 d 74' L Side 9 11 6 5 9 11 6 6 9 12 7 6 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 8 SqM Sidor 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 8 7 Q O� 7®, L Side 9 11 8 0 9 12 7 6 9 12 7 8 9 12 7 8 9 12 7 8 9 12 7 8 9 12 7 8 0 V _pr Shat Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 8 4 4 6 8 5 4 = 0 B 0 Side 10 13 7 0 10 13 7 7 10 13 T 7 10 13 70 3 7 7 0 n(,) W 8 U Short Bide 3 4 3 3 4 5 3 3 5 6 3 3 5 8 4 3 5 4 3 $ 114' L Side 14 18 10 9 ; a Q t=)y Shat Side 3 1 3 3 EXAMPLE 1:FOR WINDOW SHOWN BELOW,7116'ANNEALED LAMI.GLASS,19'MASON RY n r a ANCHORS INTO CONCRETE,+701.80 PSF OP REQUIRED,NO ANCHOR PLATE a w w w YMINn •1! T4 - C) m a*� -, -i4• qk'�'a$ o AWN14G ANCHORS(SEE SEPERATE NOAt FIXED CASEMENT ANCHORS: oz zA)FROM TABLE 9,ANCHORS C S D ALLOW A DP OF•7(%90. A)FROM TABLE 9,ANCHORS C fl 0 ALLOW A DP OF♦70F83.1. 11111 IB)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANC OR AND SUBSTRATE B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR ANDDESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE• �� 01 .....• 7(FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. % C)FROM TABLE 28,5 ANCHORS ARE REWIRED IN EACH JAMB. ?: •.• D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD fl SBL, 61' _ T 1 D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD SILL. No.56705 6 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. .73 F)PER RULES ON SHEETS 2 fl 3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY l \ F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAU ��O S �� TUBE SIDE OF THE AWNING(F1EAD fl SILL} 1 ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD 8 SILL). F<OR1OP•' �\` 4' � S,S�ONAL "?��` �— 21 20' A LYNN MILLER,PE. 46' PFAU M .. .. . . . .. .. . . . . . . . . . . . FOR GLASS TYPES: 1)5/1 W LAMI(1/S AN-.090"PVB-t/8 AN • • ••• •i i 4PI"•v46 at mmid7tbe t7Re The • •• • • • • oar 9 w>B•c.a • • • • • • • ••• tri • • • • • • • • • "A6 - TABLE 4• • • • • • 000 • n •sI Belk I'tOrelel tid F] O.N96 Pr.cwA(p$4 IN Sb*b V&,ft t.N Amlar 6rorp. Shoot Sift - -- L T[I -low 2r 25-16/16• 27-14' 33-112' 32' w• 46114• Gave' w 69• LONG ••• i i • •• ••• •• udc723' .7&-90 +700-90 +700-90 .7410-91) .70140 .701-OD .701-91) .701.90 .701.90 .700.90 SSSEHORT SIDE • ••• • • • • •• • x676/16' .7" .70140 .70140 .70140 :lam +701.90 .ro4o +lam .lam .70140 • • • • • •• • • a 32' +rom +lam .rom +70040 .lam .lam +7dm .701.6+.1 .701-77 .702'-70.1 q • • 4M .lam .7640 .70-90 .lam +701-90 170/-90 rro44.t .01-70 +0067.9 .9004101 i q •• ••• J DSIDE40.114' .7040 +70140 .7m .rom .490 +70144A +70040.1 +01-70 .64&2 (L 53-1AY .7440 .74-80 .7d0(o +7dm .M-54.1 .ea-70 .W-70 .60097.6 0 5e• .700-90 +7040 .7dm .7a-03x .7a-n .900017.6 .901013-2 1)SEE SHEETS 1,4 8 5 FOR WH30W ANCHOR W W' +7dm +7!-90 +701-76.6 +701-70.1 .601.87.3 LOCATIONS AND QUANTITIES. 0. J u 72' Z-9-0 .ro41a +roa5.7 .1-49.9 +!-sfi.e 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY •• z Q 04' +M41) +701-60.9 +700.71.3 +/442 OR HORIZONTALLY AS SHOWN. .� (n 6 6 s O J Q 2'r Z Q o N Q •- D.tbO P-.-(019 a2'MWm A6..hed 10.Frtr..A..."fa171Ae a O O WWW dW.r 22'26100»• x7414• 33-IW 3r 44" wee-114p��•A• 53. 3-c 83• 8 $6 d Z Oraq �p �4 A1g0ol GMM NOW GooW AWW Orap Am16"Crap A6.D.r GMVP A.I f G" Ar ha Omrq Lu (� N I N I N ACADI S ACeD 8 A 8 C&D A 8 Ce0 A B Coto A 11 C 0 A B C D = N Z E3r +7dm +7dm .7dm +7dm .70142.1 +701-9D +ro-74. +7d-79.7 +1-82.5 +7dm .701.72.7 ♦1401 .7440 +140.1 +141.0 +700-90 .l-W6 +1-47.4 +701-07.6 +700-90 +1-66.7 +1.43.6 +ro-.7+700-69.6 Z +700-9D .7dm +701-90 +7d-90 +70040 .70141 +700-90 TW-70.7 +700-90 .7dm .140.4 +700-90 .ro40 N46A +7440 +74-90 H-53.6 .7444 +7d-90 +70140 HIA3 +700-71.3 +70140 .7dm � W .Tam +7x40 +701-90 .700'-90 +rom +7dm .7440 +701.90 .711-90 +7dm +1--90 .701-06.4 +lam .ro44.1+7440.5+700-04.1 +700.77 .7d•7ae .74-77 +Id-77 +701-70.1 +147.8 +M'70.1+74.70.1.7dm .7dm +70140 +7dm +7dm +lam +7dm +70140 .7x41.6 +70140 r7d-81.1+700-74.4+7444.1 +600-70 +8447.7 +800-70 .90147.6.90141.9.00047.9 4W-87.9+W-6101 +147 +60141.3+60141.3 on cj) WW.701-90 +lam +rom +7dm +70/40 +7dm .7dm .70144.1+700-84.1.70144.1+70/-.1 +1-47.6 +70/40.1 .W.70 +W-61.7 01600-70 +9449.2 +/46.4 .600412+60143.2 Z+lam +7dm +701-90 +70/40 +ro40 .700-M.1+7d-64.1 +B0/-70 +Bx-70 0164-70 +ea-70 +80/.70 +B4.A ,80147.6.8487.4.60147.6 O701-90 .70140 .701-90 .701432+ro43. .700-n .701-77 +60147a+60147.9+60147.14+601432+Ba43.2.6a43.2 O i0W*74-60 +7dm +70040 +ro-78.6+%78. +Td-70.1+7d-70.1+8x41.3+80'47.3+801-01.3.7dm +root. +701-76.7 +140.0 1448.8 +145.8 +/46.6 W y X.700.90 +rom.4+74-71.. +1443 +1412 2'7 Lu 1=X y 1)THE WINDOWS WIDTH AND HEIGHT MAY BE NVERTED. m �y TN N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE x ~ ZU®N Q 10• FRAME SEE SHEETS 1,4 3 5 FOR WINDOWFASSEMBLY SEE SHEETS 1,4 6 5 ��3 Y o pIMEMION TUBE FOR WMDOW ANCHOR p z p -L-r- ASBEMBLY WNAOW ANCHOR ,e. LOCATIONS AND 7UBE LOCATIONS AND Wept 0'T} QUANTITIES.SEE SHEET QUANTITIES.SEE SHEET I 13 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED \11 I I 1 •p• ANCHORS REQUIRED FOR THE FRAME �� pN,.•""' �( �i FOR THE FRAME ADDITIONAL ASSEMBLY TUSE. : 1'Z'.•JGENSF'•.1-'Q i WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ' -•., �� DMENSIONr- ANCHCM -�'�DMENSMJN�'- (4b IF REQ. •8' (4b IF REO. •p• NO.58705 G�'� STATE ' .C� ••. gOTt\OP•'•� S�ONAL 01�•� A.LYNN M0.LBR P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS Pk.•69706 .. .. . . . .. .. . . . . . . . . . . . FOR GLASS TYPES: 5)7/8'LAMI.IG:(1/8"T-7/16"AIR-1/8'AN-,0907J%,• --AN).'. ••• Re: 4ppronrd a3 eomplTh;•Mla 0/r • •• • • • • pye,(d, hlbf8�, TABLE • • •60 • ••• • MIa611 pale PrvdBNC;cglrel Design Pressure W AY Sege Wlndo•s,AN Anchor Group. I pe J short see L T ^! under 2r 25-ww 2741r a3mr 3r 4r 4&114' 53-UV 6r er LONG under 27 .rom .Tam .7&40 ♦W90 .lam .701-90 •70F•98 +701-0 .lam ,70-90 SHORT SIDE • • •• ••• •• .00 • • • SIDE 26.1Nw .rom +M-9D +Ta-90 .701-90 .Tam .Tam .701.90 +7<Ym .lam +701-0 • ••• • • • • •• • 3r +ro40 +lam +lam +rom +rom +rom +70/-90 +701.90 +701-7.8 +ro-M9 • • • • • •• • • N• +701-90 +70140 .7x-98 +rom +70140 .rom .701.90 • • • • • • • • • q r$6 46 W' +101-90 .lam .70740 +7&4D +70/40 +70140 .701.90 SIDE SSIDET •• • • • • • ••• de. J g 63-IW .%90 .lam +lam +701-9D +lam LL. s 601• .70140 +70140 +70140 .lam r7adT.a 1)SEE SHEETS 1.4 d 6 FOR WINDOW ANCHOR (D AT +70140 +rom .701-0 +M47.2 +701-79.0 LOCATIONS AND QUANTITIES. W 2 't 76• .m-yD +Ta_yD .701-ea3 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY (L J n OR HORIZONTALLY AS SHOWN. Z Q h 6t' +701-90 +rom +70/413 c z ¢ a N TABLE 7•. `-- a Daidg.Pressure(peQ for Windawa Attached lo e Fran•Assembly Tube O 3 - LL O IAllndow Dinuresbn'A• $ U3 Q ager 23•1 25.1&16• 27,14' 33-VT 3r N' 48.111• 61Ur 66 (L Anchor Am1er Anchor Anchor Grasp Anchor Group Anchor Group Anelor Group Anchor Grail Anchordap Anchor Group le- Grow Gray Gray GrayW A9 AN Al A,C&D 8 A,CaD 8 A B C6D A B CAD A 0 CAD A B C D A B C D 5 F- under 2r ,70140 .lam .lam +lam .7a�1 +lam +701-7.3 .701-79.7 .742. .Tam .701.72.7 +lm.9 .ram .7-06.1 .1-51.6 .70140 +140.6 .7.47.4 +rod7.6 .701.90 .145.7 .1-43.6 +Tam.T .701.09.6 ? Z 25.1511(r +701.90 .701m +701-90 +70140 .Tam .70fd4 +701m .701.70.7 +70140 .70140 .1 A .Tam +ram .1-684 .7040 .70740 .143.0 .701-4 +7am +701.90 +1493 .701-77.3 .70140 +1040 � LU 3r *101-90 .76-90 .7x-90 +.. .ram +Tam .70/40 +70140 .7am .Tam *l`0- .10264 .70140 .70140 +10-0.6 .70140 +10-7.9 .701-73.6 +1047.& .70/41,8 .701.78.0 +7.87.6 .701.79.9 .701-7019 44• +70b90 .701-9D +ro-90 +10410 .7am +701m .70140 +701-90 .70141.6 .7am .70140 +701-74.4 +7am S2 LL) W 40.1/4' +7am !7" -7" +701-90 +70140 +701-20 .7x•90 +7W-90 +701-&2 .701.90 .70140.5 +10413 +7014D (n d (n 63.118 +70.90 .701-90 slam .701m +76.90 .Tam .76'.90 3, Q Sr +7am .7am .7aL90 .701-0 +761-00 +701017-e 4701.87.0 O Z U 1 .7am .70147. .01-7.2 .701-79.01 +10.79.9 �•. Tn �2g 0 Q 6 Q 76• +76-80 .rom .Tama O -Ti M• +T01-90 +701-9D .7014101 $ E 0 phpi W )( yk 1)THE WINDOWS WIDTH AND!EIGHT MAY BE INVERTED. or 7 dD ��'•LL •3i m FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE N n we FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE z 0. Q 10' FRAME WINDOW Wigg AMILy SEE SHEETS 1,4 6 6 ,;dm 0 SEE SHEETS 1,4 6 5 FOR DIMENSION TUBE o °'o MAX. ASSEMBLY FOR WINDOW ANCHOR 1 T� WINDOW ANCHOR g LOCATIONS AND o z Z w ..J- LOCATIONS AND Tf QUANTITIES.SEE SHEET c� WINDOW QUANTITIES.SEE 311E-0T f 10'MAX 3 FOR ANY ADDITIONAL 3 FOR ANY ADDITIONAL A A 11 111 7j ANCHORS REQUIRED ANCHORS REQUIRED \� V LYNN. A FOR THE FRAME ADDrtXAL FOR THE FRAME � ON ,k(�. }T WINDOW ADDITIONAL ASSEMBLY TUBE. 1 WINDOW ANCHOR ASSEMBLY TUBE. \ ?.•'�1(',ENSF'•,'P IDIMENsION�- ANCHOR -+1 DSS (4),F REQ. •''* �� 'Ir (4),IF REQ I -A• f = NG.58705 4_ STATE ;•�. ONP- A LYNN MCLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E6 NTOS . . or .• . . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: 2)7/16'LAMI.(3/16"AN-.090'SGP-3/16'AN) • • • • • • • •; ; • Approved as a•a Aioj w)B1 Ike 6)7/8"LAMA.IG:(3/16"AN-1/4"AIR-3116"AN-,090'6•S&J146'•AN) • • • ••• gid" Wing, 8)718"LAMI.IG:(3116"T-1/4'AIR-3/16'AN-.090" -III?AN)• . '•' .;. ; IJOAr A 4164 d<ProdueIS TABLE B: g9 7 [l Duan P..."(p"Q 101$9gb WW m.A9 A..Glop" 1-1r •• • • •• ••• •• ��.../// S9at SM" I • • • J. utd1.2T 2615118' 2P 31.117 9T 40' 61' 80• 63' 87-1(2' LONG • ••• • • • • •• • p SHORT ur4a 23 .901-130 +9a-130 *M-130 +9a•130 +801.130 ♦9x438 +9a-130 0W430 +11x•130 ow-130 SIDE SIDE • • • • • •• • • • • • • • • • • o 261x18' .901-730 +901.130 +00/-130 ,90F130 +919-730 +90F.130 W.130 ,901-130 .9C/.130 .901.130 •• • • • • • ••• •• 63' .901-130 .901-130 +9x•123.1 sm.116.5 .901-110.7 +901-t0D.1 ./-89.t N-86.1 +1-83.1 .1-78.3 T LL 67.12' +90.130 .901-130 +W420.7 +Oa-113.9 +9x•108 .001.97.8 N•648 H-80.3 .1.78.3 N•78.1 LONG 1 SHDRT I� 1�p 7T .901-130 +901-129.2 +901-115.7 +9x-111.8 4BY-108.8 +90.85.1 W-81.3 H•78.1 H-73A SIDE ~i SIDE I- W g 78• +901-13D +wiva •901-117.1 .9x•110.2 .901-104-1 +90-932 .1-78 +F 72A CLJ J e40 +901-130W-125.3 +9dat4.5 .9x-107.5 -ODI-101.3 +1-89.9 .1-70.7 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR i< LOCATIONS AND QUANTITIES. 1 114• +90-130 .80-119.8 .Ba•IO9A .9x-tOf.4 +9x-95 .1-73 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY .9 V7 J 134• .9x-t3D .9an7a +401-108.3 .9x09 +9a-0z.e OR HORIZONTALLY AS SHOWN. � Z 14T +901-129.8 +901-118.4 +901-105.3 +ea-am Q TABLE 9: p Duan Pm"m g"Ix WwwW"M1"oMd 10•Fmu A"4"a91T TUM O Wind"4 DMn"mbn'A' W 0 000 u1da2T 25-WiW 29• 31-VT 34' 4x 64• 80• Q. Z Glop Crap Dwop AW#.OMW AnoMr Grail Aneha Grua ArolprGrap AWw Gmtp AtWtW GMW W (n NI A6 NI A,CADI 8 A,CBD 8 A 8 1 C&D A B C&D A e C D A 8 C D �$Z utl•23• +71940 ,701-90 +701-00 .7x•90 .ra-87A .lam .7x-00.8 +70127.7 +128.7 +70140 +125 1.50.9 +70-tI0 .459.5 N-45.8 +78'-04.7 +ro-90 o2.7 +443.8 .7x-00. ,ra20.6 D Z N mato .lam .lam +701-w +lam +7x40 +70140 +lam .70x7.7 .ro-9D +lam +1.67.6 .ram +701-9D .1.51.0 +701-0t.z .701-9D .7x40 +149.3 +7ana +701.90 .7x.96 W 63' .7am .701-90 .ra40 +Tam .lam .ram .70/40 +ro40 +ram .ram +ra23 +101-740 +ro29.1 +ra-74.7 +1.68.9 +Ta88.1 .701-881 +701-71.1 .1.63.7 .70/83.1 +ra-83.1 67-ur .lam .701-90 ,ro-90 +70.00 .lam .lam +7x40 .m.90 +Tam .70140 .ra•77.4 .1•0.3 .7x•84.8 ./29.7 x•82.4 .7x.60.5 .7x-085 H-06.4 ./39.4 +701.76.3 .m-iea Y W 7T .lam +70490 .7x•90 ,7oi-90 +lam .7x40 +%9D .7x-90 .mm .701-90 .7111-72.6 4701-7x1 +7x21.3 .485.3 H-85.e aaae.t .701-181 ,1222 .7 .7aa3s .ra-7aa CL Z U •• 70• .70140 +lam ,ram +7w40 +ro-9D .M40 .%110 .7W-9D +ram +ra40 +ra-78 +129.3 .701-78 .121.9 .1.8'[.4 +ra-725 .7x•72.5 s4' ,lam .lam .ram .lam .7a-9D .7W40 +7x20 -.7m-49A .ro29A .7x29.6 .70.70.7 ./22.7 .7x•76.7 114• +lam +lam +lam .7040 .ra-90 .7x40 .lam +ro-73 .701-73 +7a-73 ' p Q 134 .7am +7am .rom .7am .7am .7am .7am $ O .a u w U 145• .ram +ram .ra•90 .ram +ram ; : � �W X 1)THE WINDOWS WIDTH AND HEIGHT MAY BE BNERTED. m � rn ANON N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE rX FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE _ mviFRAME a W WDOW ASSEMBLY SEE SHEETS 1,4 h 5 .7 Q o 0 10• FRAC SEE SHEETS 1,4 6 5 FOR DIMENSION TUBE FOR WINDOW ANCHOR o ; 0 1..: MAX. ASSEMBLY W WDOW ANCHOR 'B' LOCATIONS AND ^ z m TUBE LOCATIONS AND T QUANTITIES.SEE SHEET �� cwi WINDOW QUANTITIES.SEE SHEET I 17 MAX. 3 FOR ANY ADDITIONAL 17111 I I 1 7 3 FOR ANY ADDITIONAL LINN IMAENt310N ANCHORS REQUIRED FORT HEFAE REQUIRED � ��pN......,• FOR THE FRAME AODrTK*AL ASSEMBLY TUBE, `P�. 'I,ICENSF '•, -"IWINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANg4Oii DIMENSION� ANCHOR DYAENSION (4),IF RED. 'B- (41 IF REO. •A• No.58705 SiONA),V,o\ A LYNN MILLER.P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.EA88788 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: 3)7/16"LAMI(3116 HS-.090'SGP-3/16 HS) • • •• • • • r • • •• • App.sld eamwpymg rhil qP • • •• • • • • 4pp aM 7)7/8"LAMI IG:3N 6'AN-1/4"AIR-3/16"HS-.090sSC3P•3N6"HS •• to 9)7/8"LAMI IG:(3/16"T-1/4"AIR-3116"HS-.090"S`O-%A'HS . . ..• • >KOA9 n 4n11 Ar N TABLE 10: - ❑ Design Prawn 4.011.8ir�WWA wa.A9 A..w.Gm;w f Sbod S • • • • udar 2r 25-IWI' 29- 3144' 34- 40' S4• 80• 53' 07-112• LONG • ••• • • • • •• • udar23• .90-130 .901-130 -130 .901-130 .Ga-130 .9N-130 ,901-130 .901-13D N101.130 .901-130 SST 810E • • • • • •• • • SIDE • • • • • • • • 251a1C .901-130 .W-130 Wa-130 .901.130 .901-130 .9a-13D .901-130 .901-130 Wa-130 •901-130 I *00 • • • • • ••• •w J {r .901-130 .901-130 .W-130 .90-130 .901-130 .901-130 .901-130 .901-130 .901-130 .901-130 T tLL Q-112' .{0'•130 Ka•130 .90'-130 .90/•130 .901-130 .9x•130 .901-130 .90/-130 .901-130 .90i-130 T I- LONf3 _ I SHORT CD 7r .901-130 .9x•130 .901-130 .9N-130 .901-130 +901-130 .90'•130 .90/-13D .9x-130 s �I SIDE W E' 76' .W-130 .901-130 ,901-130 .901-130 .90430 +W-130 .901-130 .901-131 J a r 9 94' .901.130 .90-130 .9x•130 W0-130 .90-13D W0-130 .90-130 1)SEE SHEETS 1,4 8 6 FOR WINDOW ANCHOR z Q 1116 -M-130-M-130901 o . -t3o .1x.131 901• -131 W430 .901-130 LOCATIONS AND QUANTITIES. 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY (7) co 134' .90-130 .90-130 .90.130 .901-130 .901-130 OR HORIZONTALLY AS SHOWN. ; 14S .901-130 W-130 .W-130 +W1-130 2 Z Q o TABLE 11: O U _LL Dash"Prawn Ipso ix Wl W n AIaC"s0 b a Fran ASSN"T ft b F O Z O Wird/w Dinamlon W R Lu 0 r^ uMr23' 251x18' 29• 31-Vr 31' 40• 54' 8a' �• _ rn Z A"*WArrl.r Am"r Amh1rOmq AmAr Cr1.q Aml"r Orap Ah.Gmq Amin.G-p Am"1.Gm• � >9 Gmp GnW Gmq = j Z M AS AN A,C{D B A,C{D B Ar.70f.90 C{D A 0 CBD A B C D A B C D udr 2r .70'40 .lam .rom ,lam .7&47.4 •lam .7am.8 .701.97.7 Nam +145 +1-50.9 .701.90 0-58.0 +1•45.8 .7&44.7 .lam H .7 .F43A .7x-907 .1x-W5 (n W y, 251x15' .7am .701.90 .7am +ro-90 .ram +rom .7am .701-17.7 4701-90 ./47.0 .701.90 +701.90 +141.9 .7&41.2 .ram .701 +1-49.3 .701-77.3 .70.90 .701-90 ;;77 (n c C eT .7am .7am .rom .7am .7am +7x40 .701.90 +m-90 .ra-90 .rom .701-9D .701.90 +ro-90 .7x•90 .rom .7am .7am .7&47.8 .lam .701.90 ]C W W 87-Y2' +7am .7am .7am .ram .7am .7am .7am +rom .701-90 Nam .701.90 ,701.90 +7am .7am .M1.90 .7&m .7x•90 +70149.1 .7r .7am .TOF90 •7am .701-90 .7am .7am .7am .70-90 .70-90 .lam .701-90 .701-90 .7am .701-90 .mm .7am .701-90 .7amZ U15 76' .7am ,7x40 .7am .7am .7am .7am +7am .7am Nam .7am .m.90 .7am .7am +7am .7&.90 Nam O tr M .7am .70140 .7am .7am Nam .rom .7am .70/40 .rom Nam .701-90 .%90 Wy 2 W U114• .7am .70140 .7040 +m-90 .7x40 +7am .70740 .70%90 .70140 u 131' Nam Nam .ram +rom .rom .ra40 .7am i `�'W X 145• .rom .ra-eo +7am .7am .76,99 $ CLL 1)THE WINDOWS WIDTH AND HEIGHT MAY BE R VERTED. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 40.11 x� J zoo. =U 1a' 1�_ FRAME SEE SHEETS 1,4 6 5 FOR ��N ASSEMBLY FRAME SEE SHEETS 1,4 6 6 0��..0 0 0 MAX, If ASSEMBLY FOR WINDOW ANCHOR TUBE WINDOW ANCHOR `B` 1 LOCATIONS AND ^o i z rc LOCATIONS AND kANCHOR 1- QUANTITIES.SEE SHEET MN�yy QUANTITIES.SEE SHEET MAX 3 FOR ANY ADDITIONAL \14 111 1717 7,7 DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ♦ / •A• ANCHORS REQUIRED ��•'\.SNS �`�F T FOR THE FRAME ADDRKINM ASSEMBLY TUBE. \ Q•;' F ••.'P I DIMENSION ANCHOR NAI. ASSEMBLY TUBE. Wim•� (4�F�. _ No.58705 ' *: G *3 - O STATE ►�/1' ((/� i�ssGRID Cj AZ ,��NAL Ea A LYNN MKJAK,P.F. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS PEJt 69705 •• •• • • • •• •• • FOR GLASS TYPES: �4)718"LAMI.IG:(1/8"AN-7/18"AIR-118"AN-.09'eV§•1/8"AIj) • ••• •i • wFPn"d---Oyl.y wilt qy • • •• • • • • F1mda BNdMs C i • • • • • • ••• Date• , TABLE 12: ♦ • f • • • • • • • • • • • ••• • � 1/ ser r ❑ Ckalpr Fm.r.e h•n kr Shope wiralewa,N Mehr GM" y rnaw 23• 2615196' Shod M& 27-314• 331/1 3T w• 46-v4• 611ro' 68• 83• LAND •• • • •• ••• •• un ! .eol-70 .051.70 +6W-70 +601.70 OW 70 .601-70 HDPO +601.70 +BN-70 .ea-7o SHORT SIDE • • • • 2615116• .6x•70 +651.70 +851.70 +e51.70 .Mr.70 +851-70 •W70 .6d-70 •6x.70 .601.70 SIDE I •• •s i •w i• •• 3r .601-70 +6-70 +W-70 .6x.70 +W-70 +6W-70 .�W.M .6-70 sea-70 +e51-70 L � 44• aW.70 .W-70 +601.70 .651.70 .851.70 .601.70 +801.70 NMN-]0 •601-08.6 01-50/42.9 � I LONG � I SHORT � i• • • • ♦ • 000 •• J 4651• xW.70 .BPI-70 +651-70 +BW-70 .651.70 +651-70 ♦601.70 +601-70 +M/-SCA 1� SIDE -�1 SIDE I LL P' 53-1W +6W-70 ♦wla .6.70 +BW-70 •W70 +BW70 •6W-70 .65149.3 9 aR ♦651-7o .651.70 ♦6W7o +64.70 +651-7o .W49.6 s6WM.9 1)SEE SHEETS 1.4 6 5 FOR WINDOW ANCHOR �jJ 9T +651-70 +651.70 +801-70 .6W-70 +6W-70 ♦W42.9 LOCATIONS AND QUANTITIES. 1� 76• •Bd-70 •651.70 +eol-70 +6W40.6 ♦/-67 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 64' +eW-70 +601.70 +6d-70 H-606 OR HORIZONTALLY AS SHOWN. '4 0 J (d,7 TABLE 13• C, D"aWn Pleaarw fP+n for WhM"ns A9aWlee b e Frame Aeesmtly Tuba ;aroan o U7 p LL w gmenabn'A' 0 D;75W O O O unMr 23' 26-15118' 273H' 31712' 37' M' 40-IW63116' M• $ o(:Da p neN r A.hW AhW AmhW And- AwhW Asroe Ashy Groep And=G(.W Ane rohW Gras AhW Group AnOWG•a• omw l7noup G14np daP Group (n Z N N N N All A,CLD B A B C&D A 0 C&D A B C&D A B C6D W rnlw u 23• +W-70 .801-70 ♦ -70 +651-70 .MPO ♦601-70 ♦M-62.5 x651-70 +/-66,9 +W-70 •BWMA .1-51.6 •6.70 -040.5 .47.4 •65170 +M.7 H•43.6 •M/-70 p 26-15116• •651-70 +851-7o .65170 +60F70 +W.70 +MF70 +M470 ~644 +450-70 +M1-70 4m.6 +".70 .6-70 OLM.8 +OW-7o .651.70 ♦140.3 .6W70 •60.70 � Z �Z 37• .851.70 •651-10 .651.70 +651-70 +851-70 .Mr-70 +80/-70 .85170 .ea-7o .80V-7o .651-70 +ea-70 .801-70 •851-70 +651.70 .BOI-7o ♦651.70 +W"" *""o CO W M• .6-70 +eW-70 +eW-70 •80/-70 +00/-70 ♦6(l/-70 +851-70 +eW-70 .051-70 +8W-70 +6W-70 +65147.7 .BW70 •W.".6 ♦65141.9 4ON49A ♦eW829 .1-67 +BW42.9 cn 461H' .W.70 .ew•7o ♦651.70 .601.70 +6-70 .601-70 .601.70 +6W70 .M.67.8 .601-70 .651.70 ♦85141.7 +651-70 +W404,9 .IM.4 +GW.64.9 Y LIJ W O 63.1/6• ♦851.70 •eW-70 .651-70 +6W.70 .M7-70 .801.70 +M/-70 .W.70 ♦MI-70 +BW-70 .80149.3 +85147.4 •ed�.3 C?n (n 6e• .BOI.70 •ea-70 +651-70 ♦e-7O +MPO .6W.M.6 •60148.6 ♦8W.M.9 .65144.9 •BOIaA 8, .001• +84.70 .6W + +eW-70 .70 +8W42.9 +w-w.9 807 m' .eW-70 . .70 .6W-70 .60140.01 .167 �j c 8.70 0 p Q 64• .6-70 +eW-70 .W.70 O o vi �U 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE W4ERTED. � � �Lu -Y ddp ALL 3, w �yaAN N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE �"mn an "Jo S FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE " � z�m • < h RAMr 1o• FRAME SEE SHEETS 1,4 6 5 FOR WINDOW ASSEEMBLY SEE SHEETS 1,4&5 a o 0 �MA7L ASSEMBLY WINDOW ANCHOR FOR WINDOW ANCHOR TUBE LOCATIONS AND T'B• LOCATIONS AND a z z �yy QUANTITIES.SEE SHEET I IVMAX. QUANTITIES, MIIY�TIOHEET DIMENSION ANCS REQUIRC ANCHORS REQUIRED •A• FOR THE FRAME 1� ' FOR THE FRAME ADDITIONAL L '•. }T WINDOW ADD[TIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. 1 --�DIL4ENSION� ANCHOR --�DIMENSION�- NI.IF REO. *'• NO.58705 '• 'B' (4).IF REQ. •A• �.•. 77.6.6777 A LYNC MILLIK F.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS PFJ 66706 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... . . . . . . .•• .. . •• . . • . . . . .• . . . •.. 6.0 3.645' 1.124- ASSEMBLY DETAILS Met0 ':�• • •0• 88000 0 •43g- • • • • • 2.701' • •• • • •• �— 2.784' • 1 .003' 4 FRAME HEAD, FRAME O SILL&JAMB 71 ASSEMBLY TUBE #7005,6063-T6 #7004,6063T6 6 1.366' {►— .040- �+{III pI� r 2.203- • T AS REQUIRED �i� • 1 j_9'.441' 2 PER TABLE 3, .2W .00+9 u 3HEET 4 1 INTERIOR INST.HOLE COVERANCHOR PLATE ADDON_FLANGE O #7007,6063-T6 O #7071,6063-T6 7(1 #134,6063-T6 TABLE 19: Item DWO. DesoripBon Mat 1 7005 Main Frame Head Sill&Jambs 6063-78 pun• 70M 17T 2 7071 Anchor Plate ��'TB� .060' 1 3 7007 installation Hole Cover 8063-T6 Alun• .050- J- 4 7010 Frame Comer Key SMsI .865" '886' .870- 060" 6 7078 Frame Gasket VW Foam 10 7055 Fixed Frame Hole Plug PVC 31 IDuraSeaI Spacer BEAD B BEAD C BEAD D 32 1 1713 Isetting Block 513r x 3/16"x 1-11V EPDM 35 #7036,6063-T6 36 #7042,6063-T6 37 #7059,6063-T6 33 1714 ISetting Block 5/32"x 1-7 16"x 1-1/4' EPDM 35 7036 Bead B B0e3•T6 Alcan. Approved u tompkia,r,ft lM 36 7042 Bead C 8063•T6 Akxn. �j k7M! Cede 37 7059 Bead 0 6063.76 Mew 38 1224 VinyloWb Wst Thick Flex 70 \\\\ !/ ReNaed By Data Rer e7on ade .39 1225 VI I Bulb Wst ack Fbx PVC70 � .(IYNN �i � 50 _-� Dow 899 Silicon Backbeddln ��Alum a� '•'�,\CENSE .F.p�% Raised By: Dote: RO N-, 70 134 Add-on Flange 71 7004 Casement Frame As Tube3T6AkN ^• = *' No.58705 '* 86 #8 X 1-1/2'Quad Pn SMS Stainless Steel Stairdess Steel = r * aescriptlan: DfOM1 ' 90 1#12x V Ph.Pn.TEK St.idess Steel •-v (i{ = BOM AND EXTRUSIONS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Dot. N. VENICE, FL 34275 VENICE,Box 15294FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 NOKOMIS• FL 34274 Sed-/Modal: Scale: Shit: Orown9 No• Ra: /�/LNNry Ma-bBi1.�P.E CERT. OF AT,. X29296 CA-740 NTS 11 OF 11 MD-CA74OF-LM P.EJ 6a705 NO EXCEPTION TAKEN u REVISE AND RESUBMIT 1 y 0 Ri�lECTED ❑SUBMIT SPECIFIED ITEM U MAKE CORRECTONS NOTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compli- ance with requirement} ^f ' :: A' =� , ifica- toir, i il}v tvr k;' general conform- ance with the design concept of the project and general compliance with the, information given in the contract documents. The contractor is responsible for! selecting ii fabrication processes and techniques or construction; M coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. • BY0000.. 0000 . . 0000•• • •• 0000•• DATE • • • • 0000•• • •• •••• �W® "t'H ARGHrtEae 0 0 0000. .. . 0000 0000. 0000 0000.. ...�.. .. 0000 , . • 0000.. 000000 • . 0 00.00.. 0000..• . . 0 • 0000 • •• i A LAP FAS�,A-- - � _ 3xc�r�v M �7 � tb°vc-�f�f�•�ph �i�ll• i r f art, I Ex�`� P'P��-tom �/T��•��. � . , AJTU YU PLL'TF— 10) i/Z it . � i beA 001.: Pa SS - Waw ��N �• I � r I�Iitloi � /�20 . y i c� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-237836 Permit Number: RC-8-14-1865 Inspection Date: June 30, 2015 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: TOLEDO, JORGE& MAGALYS Work Classification: Addition/Alteration Job Address: 1279 NE 97 Street Miami Shores, FL 33138-2559 � "�� P:hone-N[j)mbe r Parcel Number .^ 1132050090440 Project: <NONE> Contractor: LONGA CONSTRUCTION INC Phone: (954)254-0491 Building Department Comments IN CLOSE EXISTING PORCH TO LIVING SPACE. Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed � Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 30, 2015 Page 1 of 1 s I' yI ,l F)Cdi: FAIRINIVICIR OF iris (NOTA,) IIiI X11t`1'I i.kwla) LOT 2,BLOCK 3 •tg, aa 3,!-�I�-'..- rJ ff - 1I`1 4I` SCALE:V a20' `Ls'EARLETON SHORES" 9@••,s9rI a P.O.43,P0,BO , I'moRFOUND 11210 'HIW1CH,LP, PIN � 78.00'(R&M) (NOR,) 1,1114111M) AODROVIATIONU AC UNIT IVC-MR CONDITIONER UNIT ' =31,=Crt'- =a' �•I�-f _ _....o- a-.- -� t i— —,. - eJ aW:. .•„F. ..4 ,'P i •: ' _. 'll S. I 1� —a„—u.-�n-�._�.,,—a 1 --ai•- I' .�•ir�•'Pu•�o*r �y9. CENT@R UNB e•OHNfRAL ANOl9l0@lTA) `OVERHEAD VARHeg ELEVATION CILL,P,•CHAIN UNK PBPN:H 0.7' LOT 19BLOCK M MITER(WATER) CONC,•CONCRETE 'BA 3 ''��',� •1 ~ ONQRLITONISHOR@15' AS 14' LA@ P.E./3,P0,80 t PROPERTY UNE 0•DNABT@R , �� rY ' .y1 it)1 ""'Q. Umn POLE PAC.•FINISHED FLOOR ELEVATIONTBPI H•HEIGHT AERIAL MAP LOCATION MAP L•LINOTH(WHENU88DIN CURVE DATA( E (NOT To BOALH) P0.•PAGE rapa PA•PLAT BOOK P.O.•POEM OF CURVATURE PA•POINT OF INTERCEPTION P.T.•POINT OF TANGENCY O URAL DESCRIPTIONSTT SUBJECT ES ANY TION@ R RB, ' ON�STORY'`: R•RADIue FRonemrAODneeu UMrtATIONe,REBTRIOTIONe,REeeavATloNB01RREC0110E0 ' 'R@allf NQR:'R IVIN8/1 OTPAW NMI 8HORB8,PL 33130 EABBMIHM,,�• (RAM)•RECORO@O B MHABURID 6.70 •��78:. • ' - V 098 MPTIOM IFSHOWN HLBVATIONe ARB MMRRO TO KO.Y.C,OP IN& LOT 10 BLOCK 3 OP'HARLBTON SHORES'ACCORDING TO THE 6 "I I PIAT THEREOF AS RECORDED IN FLAT BOOK 0 AT PAGE 80 OF THE GURVBYOR MARES NO REPMNWATION A8 TO THE PUBLIC RECORDS OF MIAMFDAD@ COUNTY.FLORIDA OWNBROW,POBe9ea0N OR OCCUPATION OF 7H8 BVEJ80T 6FI ��i PLODO TONE IMPORIAATIONt PROPERTY BY ANY ENTITY OR INDNWUAL, PORCH COMMUNITY NO,1108159 SUBSURFACE IMPROVEMENTS ANDPO R BNCROACHMIHNTS IV yq g I = PANEL NO.0300 WITHIN,UPON,ACPKKS,ABUTTING ORADJACSHT TO TiRI BUPPDUL IUEBCTPROPBRTY WERE NDT LoOATeD AND ARB NOT z I POiMOATIU0111118001 SHOWN, ,, •-10. PLOODIONSt AEHDJR' R INOT VAK)WITHOUT THS SIGNATURE AND ORIGINAL RAISED P.T. THBRS MAY BI LOCAL REBTRICTIONS ON THE SUBJECT BEA.OF A FLORIDA LMOMW BURVBYOR ARO MAPPER. COLUMN4. TH TT PROPERTY AT MS NOT SHOWWON ING WP OF SURVEY ADDITIONS AND OBLBTIONTHIS MAP TO MNP OF SURVEY BY OTHER l6,1D' 9 0'L9 aA THAT ANY BH POUND IN THB PUBLIC RECORDS OF MIAMWW1 TWIN THE SIONBN3 PARTY ARE PROHNITBO WITHOUT THIS I' COUNTY,ORTHBWC011De OPANYOTHBRPUBUGAND WRITTEN CONSENT OF THS OWNING PARTY. Ro26,00 I PRWATS M1111188 AS THEIR MUSOICTIONS MAY WPSA0. HE ASPHALT L■39A3 / THISMAPOPDUOFTHRIMY SINNPREPAREDREINFOR AN THE MNP R EURVBr L11N I GLI TO BB 00P1AY80 AT ME EIOLUEVB UB8 OF THE ENTITIES NAMED Y HEREIN TIM DRN@WAV 7,.L, I ��!! STATEDGRAPHICSCALEINENOLASEUNI180FMBA6URBM0M, CINTIPICATHkJ 0088 NOT BKTEND TD ANY UNNAMED PARTY, ALK Q &02136"/ I W I � ATTWTIONIGBROUGHTTO TH8 PACT THAT SAID OMWMO LVMJ �� Z MAY BB ALTERED IN SCAW BY THIS REPRODUCTION PROCBSB CORTIFY TO1 ' — I JOROB LUIS TOL800 AND MAOALY8 A.WITIBLLO.TOLHOO 19.00' Pr. ,ice THMIURV@YWAS CONDUCTED FOR THBPVRPOSB OFA FIRST EQUITY MORTOAOB OANKRR8,INC. .......... OOUNOARV BURVOY ONLY AND IS NOT INT04M TO DELINEATE ITS DUCCBBBORS AIONIR ABOWNB,ATIMVA THERBOULATORY Jl80101OTI0N OFAM FI%&41TATS, OLD RIP BUD NATIONALTITLE INSURANCE COMPANY FWNO 19'8 78.00'(R$M) 73,38(RSM) COR RHWOmNALaRLOCAl AGENCY eDAR0.COMM01E0N Oil OTHER FOWLER wNITB SURNSTT,P,A, IRON NORTH RIOKT OF WAY LINfi POUND tG'0 (NOIA,1 O P'1' THE ILEVATIONS OF WILL4MT1FPSATURBB AS DEPICRD I HERESY CCIRARY TIFYITHAT THIVISOUNOOURVBY'ANO THE MS CERTIFICATIONS 18'PARKWAY (NO LO.)L0.1 I R0 ON THIS SURVEY AND ANP WIRE MEASURED TO AN ESTIMATED MAP OF SURVEY RESULTING THERE FROM WAD PERFORMED VIRTIOAI,POSITIONAL ACCURACY OF VIO FOOT POR NATURAL UNDER MY DIRECTION AND IS TRUE AND COMR90T TO THE 2900' ORO"SURPAD I 11100 FOOT FOR IIAROBOAPH 81ST OF MYIWOYAE00E ANO BELIEF. BURIACEe, M9NTS,OURISANOOTHER maLmE AB MAY EIB, 3w•BURVeY1Ho ANO MAPPING,LLO _---..._--- -. --> - FLORIDA CERTIFICATE OF AUIMRIIATION NO,LB 63” _ N.E._97th STREET uaA,aecRumot� InmaeHloarTNecueNr. 1N@LLaOHITRF� 'M OHPIOTEO ON TH108URVEY SO PIELICRIOHROFAMAY i —t.. n�,�-� -:.r'�-i'Iitp3ANP TOANBSTIMATIONONLONIAL .L., 73 ASPHALT PAVEMENT .. y' RONRONAL OF/HOFOOTUMNS OTHERWIBB R111.18R1D SURVEYOR AND MAPPER NM 0. t Jr" ONOWN. STATE OF FLORIDA _ �� . �3�1� 3S0°'SU /EYING AND MAPPING,LLC °�"e'ow a oa2slo Jo1uo,TlGeaoee __-___---• r''" LW Swwye s-LSM PIBnnom •"M � SHEET ' 2000Aw--'82 Ay;t MIAMI,FLORIDA 33186 Conti;-1 JV-OB 1/1 PHOw(,1015 PAK:(3015)2156'01506 FEDF_RAL U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name JORGUE LUIS TOLEDO AND MAGALYS A.VITIELLO-TOLEDO Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1279 NE 97"ST. City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 19 BLOCK 3,EARLETON SHORES,PLAT BOOK 44 PAGE 80 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25°51'55.18"N Long.80°10'18.35"W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2465 sq ft a) Square footage of attached garage 399 sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 12 within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b T440 sq in c) Total net area of flood openings in A9.b 247 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered hood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bl.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES 120652 1 MIAMI-DADE I FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO306 L Date Effective/Revised Date Zone(s) AO,use base flood depth) 09111/2009 09/1112009 AE +9.0' B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized B-62Vertical Datum N.G.V.D,1929 Conversion/Comments WA Check the measurement used.; a) Top of bottom floor(including basement,crawlspace,or enclosure floor)7.73 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor N/A. 13feet [I 'meters(Puerto Rico only) J U N �0� c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 5.63 ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 5.27 -®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG) 5.45 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 5.77 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A. ❑feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available./ understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001.1D Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name OSCAR EMILIO BAEZ-CUSIDO,PSM License Number 5034 Title REGISTERED SURVEYOR AND MAPPER Company Name 360`SURVEYING AND MAPPING Address 2000 SW 83RD CT. City MIAMI State FL ZIP Code 33155 Signature Date 05/26/2010 Telephone 305-265-10002 FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions LON" Custom Home Builder Miami Shore Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC-8-14-1865 Folio # 11-3205-009-0440 Attn: Building Department, This letter is to attest to the fact that we have provided and installed R30 sound batt insulation to all exteriror cielings and wall according to plans. Sincerely, ,J!JN 2 1 1l!ali Oscar Longa ( ---- General Contractor CGC 047255 Insulation letter TOLEDO,6/17/2015 AWARD WINNING CUSTOM HOME BUILDERS ■ SINCE 1988 STATE OF FLORIDA CGC 047255 ■ (954)254-0491 ■ FAx(305) 787-4747 HOLLINGSWORTH ROBERTSON - ARCHITECTURE June 18, 2015 Miami Shores Village Building Department 10050 NE 2ND Avenue Miami Shore, Florida 33138 Permit# RC-8141865 Folio# 11-3205-009-0440 ----- Re: Toledo Residence Permit 11-73 1279 NE 97 Street Miami Shores, Florida 33138 Attn: Building Department I James M. Hollingsworth have performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely Architect State of Florida#AR 0013919 2208 NE 26 Street Ft. Lauderdale, FL 33305-1538 T. 954.630.1398 F.954.630.1399 �r 1 - � • h > 4 DO NAROU'l 1 �T LL ; T +t. ON, 0 Ti t ME 0 F m# k n" OKK a ' 4 b x, a a 2 F I � � 5 2 is •.� - y.p' �3 -�� ;t sT ..,.,`. •711 ya,.�t i �' <.__ _ .,. i .." . > -`� r s>r�-_ .� _ _ m ��.,a'a,.°§sem - _.. ,�e,�`.°4'y„�=�_...n•R>�� '`.�' ' 5�a.� :� 'z�, .,� asa t 71, c� I tt i, 5 � � f f I E { i k'f UM�� IT'� •, c ' : ,`k,.'S 4 'd mss: - '}i•r 7 , E '? `t x r `' ti '�c tr. ''r L Tu vin, W EM ., ♦� .z' ;' WEF c� c�� "H °�, QM' , ,'` rlammm �} � Fkm ma , nk 1 . '� :,w' * 'h gg i, g i r t t t i C f ry a. 1 , _ Miami Shores Village g Building Department MAY 282015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY - INSPECTION LINE PHONE NUMBER: (305)762-4949 FBC 200 BUILDING Master Permit No. V,(-, e 14 1 1��-S- / � v' PERMIT APPLICATION Sub Permit No. R� l � ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /21q NE- V' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:_-1I� ('!-,(--.(19 0 el"yo Is the Building Historically Designated:Yes NO nc _ Occupancy Type: 5t�42ct Load: _Construction Type: __Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):_ f 7\e Phone#: Address: iav- &.� City: 11' 4441% <t�s'�> State: I-r-L _Zip: '77?f 3a Tenant/Lessee Name:_ Phone#: Email: } CONTRACTOR: Company Name: �"l`:k ��rs •� �a;i� F�hii 6 Phone#: ' Address: I %'l �tJ City:-- �t';v�L- - — State: — — Zip: 3 / � Qualifier Name: -ate '��^' Phone#: 30S"S1` State Certification or Registration #: �l ( �ii'I — Certificate of Competency#: DESIGNER:Architect/Engineer: __ ___ _ __ Phone#: Address: _ City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: arc ' --.r,_ Specify color of color thru tile: Submittal Fee$— Permit Fee$ _ ' CF$ CO/CC$ Scanning Fee$ Radon Fee$ _ DBPR$ _ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$— _-_ _- _ _ Bond$ TOTAL FEE NOW DUE$ C1 I ` Revised02124/2014) 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur _ Signature OWNER or AGENT CONTR CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this / To- day of 20 ,��, by go day of /`7Y 120 1r , by �� e�o ,who s personally known toc�(Y�'YY"^LX4 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Chi/ Sign: Print: o Print: SS�ON�F 2p�9 �/�.GCJ � f!/.T F+ • �t `'' N Seal: { Seal: � ,•• «�E�QIP,0 Wy�, Rosas �„xa W COMMMpNq EE 115873 EXPIRES:August 19,2015 °rArE of Bonded Thru Notary PUblic Underwriters `5//41*' �* * ***** * +* **************** ********************************* ********* APPROVED BY i Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) H0rses Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ed, Tel: (305) 795.2204 F�ORiDP' Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): City: Miami Shores Village County: Miami Dade Zip Code: ( I ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES❑ NO❑ ARHI Sheet Attached: YES 0 NO ❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER 0' ee rv7 AHU or PKG. UNIT MODEL# r-iP jV-2 S 11 S} COND. UNIT MODEL 4tr L Stti 2 KW HEAT IU NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER �3 YES NO REPLACING DUCTS YES Ncr YES NO REPLACING THERMOSTAT YES NQ; YES NO NEW 4"CONCRETE SLAB W7J NO YES NO NEW ROOF STAND YES C& YES NO NEW RETURN PLENUM BOX TES NO 1. Minimum Circuit Ampacity (Wire Si2e): __._ & 2. Maximum Overcurrent Protecticn (Fuse/Breaker Size): C` - h5 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: _ Contractor's Company Name:NCifUiy7 n, � "t C()rAV k0ir1i M CG(P . Phone: 75(\,S-C-LI 43408 State Certificate or Registration/�Ne. 0C % �,� f��__Certificate of Competency No. Signature Date: (Qualifiers 16,.11ture) (Revised02/24/2014) Agu9noH .CERTIFIED5 e rtif tate of Product Ratings AHRI Certified Reference Number: 3115639 Date: 5/27/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RANL-060JAZ Indoor Unit Model Number: RBHP-25+RCHL-60A1 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM Region: Series name: RHEEM RANL SERIES Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: I€ 1 Cooling Capacity(Btuh): 55500 EER Rating (Cooling): 10.50 SEER Rating (Cooling): 13.00 I IEER Rating (Cooling): I I Ratings followed by an asterisk(`)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. I DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at wws �shnctirec*.ory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION n`__P-GE'c T!0%I%S'Mi`` The information for the model cited on this certificate can be verified atsvw v.ah;it a.>r..c r, ,click on"Vn f. t t wate,"link we make life better'" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 130772322614283753 Marvin's Air Conditioning Corp License CAC1816314 1761 SW 11 Terrace-Miami, Fl. 33135 Off Ph: (305)541-8408- Fax: (305)541-1856- Cell: (786)487-0801 CONTRACT May 14,2015 To: Jorge Toledo (Owner) Oscar Longa Jr. (GC) Address of Work: Toledo Residence 1279 NE 97" St Miami, FL 1. Un-install the air handler and place it on aluminum stand with new return 2. Reinstall the plenum and install pvc switch to it 3. Supply and installation of concrete slab for condensing unit plus Freon caps. 4. Processing permit for legalizing existing unit 5. Remove the existing thermofil from the kitchen hood 6. Supply and installation of metal duct work for the kitchen hood Value of this job: $ 1,900.00 Payments: Payment in advance............................................... $ 950.00 After final inspection.............................................. $ 950.00 Jonathan Delgado Marvin's A/C Corp