Loading...
FW-19-601TW 03 1 09_ Awe 1,4•s d" ' Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit N€7.: FW -03-19-641 Permit Type: Fence/Vbll Work classification: Ornamental/Metal Permit status: Approved Issue Date 03/26/2019 Expiration: 09/23/2019 Location Address Parcel Number 1280 NE 105TH ST, Miami Shores, FL 33138 1122320270120 Contacts MIAMI SHORES VILLAS LLC Owner EXAKT US LLC Contractor 724 NE 79 ST, MIAMI, FL 33138 JUAN JESUS MILITELLO Other: 3058076123 6800 SW 40 ST 196, MIAMI, FL 33155 Business: 3053101054 Re Description: REMOVE EXISTING ALUMINUM AND REPLACE Valuation: $20,180. 00 quests: inspectionection Re WITH NEW ALUMINUM RAILINGS TO REPLACE PERMIT#FW18-1529 Total Sq Feet: 0.00 Fees Amount Payments Date Paid Amt Paid 50% Renewal Fee 50.00 Total Fees 100.00 Application Fee - Other 50.00 Credit Card 03/26/2019 $100.00 Total: 100.00 Amount Due: 0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi nand z6ingutFhutFhJ'more, I orize the above named contractor to do the work stated. ID 6 A 9 Authorized Signature: Owner / Applicant / Contractor / Agent IDate March 26, 2019 Page 2 of 2 tJ Fi_)A i (LD u A i u"l VN 1C_0'VA INS. BUILDING BUILDING MIT APPLICATION ELECTRIC NS 3i.Zc- Miami Shores Village Building Department 100SO N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79S-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED MA1.94111 B FBC 201 Master Permit No. jj Sub Permit No. -F -w ROOFING REVISION EXTENSION ENEWAL PLUMBING MECHANICAL Ej PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3t3jg Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: jp , q A L L OWNER: Name (Fee Simple Titleholder): f 3 AM _ 51 l V"`' Phone#: 303- $07 (e Q Address: %; 9 S -t City: M ow"', State: F L Zip: 3 3 (3 g Tenant/Lessee Name: q r Phone#: Email: CS`P I TMt IVIS i 6-M&' L- 0N/ CONTRACTOR: Company Name: Address: o U City: Qualifier Name: G Phone#: / B w ly s Zip: tt Phone#: State Certification or Registration #: C_ C ( t `'i 7i Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Addition * Alteration New Repair/Replace Description of Work: State: Zip: Demolition y.,,..G.u.,i:.•:.''.es.i.i.,c4Y...,t.,..0"..k ..... ;rMs,^.'. ' '..¢:y ; .+4 r•Si«a.',f,...tM,a;...,.s :.. a.e ..ah....;v,...nR....+. r • _ ^: Specify cd/orpf color"thru tile:. Submittal Fee --"'." Fee $ CCF $ •: Yr .,° FCO/EC $ :• ..<.. Scanning Fee $ Technology Fee $_ Structural Reviews $ Revised02/24/2014) Radon Fee $ DBPR $ Training/Education Fee $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 100, 00 I ;, S s 1 A Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE 'FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must bpos d at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of shich poed notice, the inspection will not be approved and a reinspection fee will be charged. I v Signature--" 4L_' Sire \ °f/IAr%F-\ OWNER or AGENT The foregoing instrument was acknowledged before me this 4f 2—day of ml C,l I .20 by w 'elf l Wersonnwhoisallyknow me or who has produced as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this. q 01 day of march 20 1 by itl0r) M / % C -kIl D who i personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P Q' Sign: ati in" Print: I S Print: M1 Q 1 i a "'•... TAIS PRANDEL E21Z RY " TAIS PRANDEL Seal: i4 • Notary Public - State of Florida Seal: Notary Public State of Florida Commhsion # GG 295696 Commission # GG 295696 My Comm.Expires Mar 12, 2023ryy,:• My Comm. Expires Mar 12, 2023 ed through National Notary Assn. Bonded through National Notary Assn.* * * ******* APPROVED BY L9 Plans Examiner Zoning Structural Review Clerk Revised02/24/2014) I) r%MM ENGINEERING, INC. LICENSE jR!S22100W76THSTREET, SUITE 31 1, HIALEAH, FLORIDA 33016 NAME: L 14) TEL: .305.822.3141 Fax: 305.822.3161 DtiATE: PRCM.-JECT. SHEET. OF j_ q 14A9 rz- 001 Got Lol A - 40 A VSE V A . Ppi4o j T. . .... - t i ;j 6F -Y-. 9) 7 -r -- VIP, DAMM ENGINEERING, Inc. LICENSE # 11955 2100 W. 76TH STREET, .SUITE 31 1 , HIALEAF, FLORIDA, 33018 TEL; 305.822.3141 • FAx; 305.822,3151 11,2r wetu NAME: DATE: e SH =ET: _.. OF _ I i er WU MIGIC r meo-ean I j DETAIL r:r-r rspACEDsem. RAMMS ENGINEERING, INC. LICENSE if 17955 NAME: 2100 W. 76TH STREET, SNIT=_ 311, HIALEAH, FLC711DA 33016 TEI,-:305.822.3141 • FAX: 305.822.3161 [DATE: i4Z7 Z-- SHEET: OF PROJECT: 1jii oi• i• I •••• 1 i 1 ••:••: •••• •••••• o o• ELEVATION H rY•r• •rr nm• au• :•. I i I N I ELEVATION ELEVATION A,OCi t RAMMS ENGINEERING, INC. LICENSE i# 11955 NAME: 2100 W. 76TH STREET, SUITE 311, H A_EAH, FLORIDA 33016 qT _L: 305.822.3141 • FAx: 305.822.3161 DATE: Z- /pi PROJECT: SHEET- G , OF Gtr. l ..ir .. E, _... _.... I wwo r r i 1 j^1rJ _.. . I• r r f __ ' DMA ENGINEERING, INC. LICENSE # 11955 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 RROrSCT- _ NAME_ DATE: al Ar SHEET: , f OF F w RAMMs EncINCERING, INC. LICENSE # 11955 NAME: NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE Job Address (`Z 0 105 51 Ivt wr Contractor No. LC,G LSI 0923 LL 0 p z W 23 _ QZ , 3j 3gFolio - % 011Q cc z O o Last four (4) digits of Qualifier No. -3333 o w WRa Contractor Name C- KALI U3.1-t-C- v¢ Lot Block z p q- Qualifier Name J V N A7Lr1-76 o o o Subdivision PBpg v z Address bfw SSU 'tO S1; ST (7 14 City M-ZAM? State FL Zip 31STMetesandbounds New Construction on Demolish—t9ALCurrentuseofproperty0 S fpbN U) Vacant Land Shell Only U. Alteration Interior Addition Attached kkVSNIbi WWWW Alteration Exterior Addition Detached Description of Work jj LC,M, o Relocation of Structure Re -Roof WACLLw+ 1/ I P(.Ac 6^nEAI, p (nrz tW WIC Sq. Ft. Units FloorsaEnclosureFoundationOnly 2 Repair Repair Due to Fire Tent Value of Work 1)V4000 MBLD- O Chg. Contractor Owner A&TAMy S40a, V?U.AV1LV_ Address -724 N6 701 .57' NUWategory MELE [ ] D Re -Issue a FLI~ Re -Stamp N City -xwT State Zip 33)3$ MPLU Revision w Phone &! w[ a MLPG MMEC Not Applicable for O Last four 4) digits of FIRE Fire Owner's Social Security No. © V) Name 56645 TA eJ AA:rL T-T6Lly Owner W &O-1 /yINSOV9— L4W EN('1 gt QD z a zAddressSWVI.® 57 5i 14 Address 21.60 W l YC 311 City r `I State F' Zip eS3f 5-S City M 5AM State r-LZip 33016 00. w Y 0 Z CL a Phone ;OT - 310 LOS A CEa W Phone 3 8 ZZ - 314 J z I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of a g one-hour. Please contact the Fire Department for current rate. yarn CL N 3 1 st Request: Date: 0LUW LL w ¢ 2nd Request: Date: cc 3.d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 12301-192 5/17 DOLDING PERMIT CATEGORIES CATEGORY DESCRIPTION lI 7I.L 01 GENERAL BUILDING -COMMERCIAL 02 SUB -GENERAL BUILDING -RESIDENTIAL 08 CANVAS AWNING 10 COMMUNICATION TOWER 15 DEMOLITION 29 METAL AWNING & STORM SHUTTER 48 SCREEN ENCLOSURES 51 MURAL SIGNS (NON -ELECTRICAL) 55 SWIMMING POOL 56 TENNIS COURTS (SURFACE PAVING) 86 TRAILER TIE DOWN 88 WALK-IN COOLER 91 MARINAS 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) 95 SHINGLES (ASPHALT, FIBERGLASS) 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) 97 STAGE 2 VAPOR RECOVERY SYSTEM 99 SOIL IMPROVEMENT 0100 BULK STORAGE PROPANE TANK 0101 REMOVABLE STORM PANELS, 0107 TILE ROOF 0110 WATER MAIN 0111 SITE PLAN 0112 INDOOR EVENT/EXHIBIT t' ELECTRICAL 04 FIRE ALARM SPECIALTY 16 SPECIALTY WIRING 38 GENERATORS 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM PLUMBING 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR 43 INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) LPGX SPRAY BOOTHS 01 LIQUEFIED PETROLEUM GAS 02 MISCELLANEOUS 04 LIQUEFIED PETROL. GAS/STATE MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS POLLUTANT STORAGE SYSTEM 38 COMMERCIAL HOODS 43 FIRE CHEMICAL 46 SPRAY BOOTHS 48 SMOKE CONTROL 52 RESIDENTIAL ELEVATOR FIRE 32 FIRE SPRINKLER PERMIT TYPE MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MELE MELE MELE MELE MPLU MPLU MLPG MLPG MLPG MMEC MMEC MMEC MMEC MMEC MMEC FIRE Miami Shores eVilla " L f g Building Department RECEDED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUN 057018^ r Tel: (305) 795-2204 Fax: (305) 756-8972 (` 1/,l/ INSPECTION LINE PHONE NUMBER: (305) 762-4949 u FBC 2011 - BUILDING Master Permit No. Cc 15 Z:4- PERMIT APPLICATION Sub Permit No. Q BUILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1280 NE 1. 05th Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11 -2232-027-0120 17 Is the Building Historically Designated: Yes NO Occupancy Type: Load:, Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Miami Shores Villas, LLC Phone#: (305) 807 - 6126 Address: 724 NE 79th Street City: Miami State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: coryreiter@gmail.com CONTRACTOR: Company Name: Exakt.US, LLC Phone#: (305) 310 - 1.054 Address: 6800 SW 40th Street, Suite 196 City: Miami State: Florida Zip: 33155 Qualifier Name: Juan Militello Phone#: (305) 469 - 2858 State Certification or Registration #: CGC#1510923 Certificate of Competency #: DESIGNER: Architect/Engineer: Ramms Engineering, Inc Phone#: (305) 822 - 3141 Address: 2100 W 78th Street, Suite 311 City: Miami State: FL Zip: 33016 Value of Work for this Permit: $ 8,000 Square/Linear Footage of Work: 2,500 sq/ft Type of Work: Addition Alteration New Repair/Replace Demolition Description of Work: Remove existing concrete walkways and replace with new concrete walkways. MA-,1CIL QE M 7 Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews$ Bond $ TOTAL FEE NOW DUE $ Revised02/24/2014) Miami Shores Villageg DECEIVED Building Department )UN 05 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 ( T INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION FN BU'ILDING ELECTRIC ' ROOFING FBC 1201 Master Permit No. `8 ^IS T 4 Sub Permit No. to -152 REVISION EXTENSION RENEWAL F-1 PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1280 NE 1.05th Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#:11-2232-027-0120 Is the Building Historically Designated: Yes NO Occupancy Type: Load:, Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Miami Shores Villas, LLC Phone#: (305) 807 - 6126 Address: 724 NE 79th Street City: Miami Tenant/Lessee Name: Email: coryreiter@gmail.com State: Florida Zip: 33138 Phone#: CONTRACTOR: Company Name: Exakt.US, LLC Phone#: (305) 310 - 1054 Address: 6800 SW 40th Street, Suite 196 City: Miami State: Florida Zip: 33155 Qualifier Name: Juan Militello Phone#: (305) 469 - 2858 State Certification or Registration #: CGC#1510923 Certificate of competency #: DESIGNER: Architect/Engineer: Ramms Engineering, Inc Phone#: (305) 822 - 3141 Address: 2100 W 78th Street, Suite 311 City: Miami State: FL Zip: 33016 Value of Work for this Permit: $ 20,180 Square/linear Footage of Work: 200 I/f Type of Work: Addition Alteration Q New Q Repair/Replace Demolition Description of Work: Remove existing aluminum railings and replace with new aluminum railings. New aluminum fence/gate at front of property. Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Revised02/24/2014) BUILDING PERMIT APPLICATION Miami Shores Village Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUN 052018 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FffBUILDING ELECTRIC . ROOFING FBC 20RI Master Permit No.8 Sub Permit No.n S (cc; REVISION EXTENSION RENEWAL PLUMBING .MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS ADDRESS: 1280 NE 105th Street 33138 11-2232-027-0120Parcel#: Is the Building Historically Designated: Yes NO panty Type: Load. Construction Type: Flood Zone: BFE: FFE: IER: Name (Fee Simple Titleholder): Miami Shores Villas, LLC Phone#: (305) 807 - 6126 ess: 724 NE 79th Street Miami State: Florida enant/Lessee Name: Phone#: mail: coryreiter@gmail.com P: 33138 NTRACTOR: Company Name: EXakt.US, LLC Phone#: (305) 310 - 1054 dress: 6800 SW 40th Street, Suite 196 V: Miami State: Florida Zip: 33155 alifier Name: Juan Militello Phone#: (305) 469 - 2858 Certification or Registration #: CGC#1510923 iNER: Architect/Engineer: Ramms Engineering, Inc ddress: 2100 W 78th Street, Suite 311 City: Miami State: FL Zip: 33016 Value of Work for this Permit: $ 92,870 Square/Linear Footage of Work: Type of Work: Addition Alteration ElNew Q Repair/Replace ElDemolition Description of Work. Remove existing windows & doors, replace with new impact windows & doors 3 wTaDOWsi 2'7 Dook< Certificate of Competency #: Phone#: (305) 822 - 3141 color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Revised02/24/2014) CCF $ CO/CC $ _ DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ _ LIZ! PERMIT #: PROPosEo z MIAMI SHORES VILLAGI APPROVED BY DATE ZONING STRUCTURAL ELECTRICAL PLUtMING MECHANICAL SUBJECT TO CC MpLIA"C.Ii V4TH ALL ff f"L SWE AND COUFM MULES A"D r -<AJt A"''')1* ALTERATIONS AND IMPROVEMENTS FOR: Miami Shores Villas, 1-1-1] OFFI.,. rO N.E. 105th Street Miami Shores. Florida 33138 N AERIAL VIEW DER..• PLAN REVIEW::- FINAL EVIE ':::- FINAL .••..• APPROVAL. ••: DIVISION OF F:NV[RONMFN1M • xESOUxCTAGF-MENT NAME(PRINT)k,— I-11-le SIC;NA11JRF: DAM I SCOPE OF WORK: I PROJECT DATA: I DRAWING INDEX: / I GENERAL NOTES D DESIGN CRITERIA 1. REMOVE AND REPLACE EXISTING WINDOWS AND APPLICABLE CODES: FBC 2017 (6th EDITION) A-1 COVER PAGE EXTERIOR DOORS. LEVEL OF ALTERATION: LEVEL 1 A-2 EXISTING FLOOR PLAN - DEMOLITION 2. REMOVE AND REPLACE EXISTING RAILING. CONSTRUCTION TYPE: TYPE III A-3 PARTIAL FLOOR PLAN - UNITS 1-4 3. REMOVE AND REPLACE EXISTING CONCRETE WALKWAY. OCCUPANCY USE: MULTI -FAMILY RESIDENCE (R-2) A-4 PARTIAL FLOOR PLAN - UNITS 5-7 NOTICE OF ACCEPTANCE & STATE APPROVAL: A-5 PARTIAL FLOOR PLAN - UNITS 8-10 LAWSON INDUSTRIES, INC. - NOA No. 17-1212.14 A-6 PARTIAL FLOOR PLAN - UNITS 11-15 PGT INDUSTRIES, INC. - NOA No. 17-0630.01 A-7 PARTIAL FLOOR PLAN - UNIT 16 LABRADOR & FUNDORA CORP. - NOA No. 17-1011.02 A-8 RAILING FLOOR PLAN - STAIRS A THERMA-TRU CORP. - FL# 23507 A-9 RAILING FLOOR PLAN - STAIRS B A-10 FLOOR PLAN - CONCRETE WALKWAY 1. CONTRACTOR TO VERIFY ALL DIMENSIONS. NOTIFY ENGINEER IF ANY DISCREPANCY. 2. SEE ATTACHED SPEC SHEET AND/OR CALCULATIONS FOR ADDITIONAL DETAILS. 3. APPLICABLE BUILDING CODE: F.B.C. 2017 4. ASCE 7-10 WIND CODE 5. 175 MPH WIND ZONE 6. EXPOSURE C 7. RISK CATEGORY 2 STRUCTURE 8. ALLOY: 6061-T6 9. ALL WELDED CONSTRUCTION, UNLESS OTHERWISE NOTED. 10. ALL HANDRAILS AND GUARDS SHALL COMPLY WITH F.B.C. 2017 SECTIONS 1607.8.1 AND 1607.8.1.1. 11. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 12. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 PONDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 1 13. ALL EXISTING DWELLING UNITS ARE EQUIPPED WITH SMOKE ALARMS COMPLYING WITH THE REQUIREMENTS OF NFPA 101 (2015) 31.3.4.5. - - - - .7_ _ _ _ 0 OC 0 U o0 Z J M w J +- M O vi O N 0 o N o 0 0- 90 *0 N lee O• • N O0OEM s • DRAWN BY: • u.A.F! SCALE! j• • ASSHO •••• DATE p • • 05/23/18 CODE: ---_—..._— FBC 2017 JOB No.: ROBERTS. MONSOU 9.E L wLKv 11955 SHEET A-1 OF; in INC. RAMMS ENGINEERING, 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY,2`13LDQ,-,+ Height Maximum) Effective Wind Area (or, Tributary Area) in Square Feet\ 10 20 30 40 50 J 60 1.00 0.95 0.92 0.89 _,-0. 86 15 40.4 38.5 37.5 36.7 39.1 35.7 20 42.7 40.8 39.7 38.9 x_38.3; % 37.8 25 44.6 42.6 41.5 40.Q,-,-, ---, `40:0, / 39.4 30 46.5 44.4 43.2 42.3 { 41.7 41.1 40 49.4 47.2 45.9 44.9, ,x'44.2 43.6 50 51.8 49.4 48.1 47. 46.4 45.7 60 53.7 51.2 49.8 48.8::: 48.1 T47.4 1 -52.6 1 Interior Zone (4 -Walls) Negative Pressures/', Exposure C For the 175 mph•Wind-Zone CATEGORY 2 BLDG Height Maximum) Effective Wind Area,(or,,Tributary Area) in Square Feet 10 20 k "'.0 _> 40 50 60 1.10 -1.05 %-1.02/,' -0.99 -0.98 -0.96 15 43.8 42.0',x' -40':'9` 40.2 39.6 39.1 20 46.4 44 41--, 43.3 42.5 41.9 41.4 25 48.4 46.4 45.2 44.4 43.8 43.2 30 50.5 48.4 47.2 46.3 45.6 45.1 40 53.6 1 ; 51'4 50.1 49.1 48.4 47.8 50 56.2 53.8 52.5 51.5 50.7 50.1 60 58,2---, 55.8 1 54.4 1 53.4 1 -52.6 1 52.0 f , f ',) 1 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever ishd X;'. but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof heigh ITHESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RANIlVfS ENGINEERING. ALSO, THESE I TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY OBERT MONSOUR. Exterior Zones (5 - Walls).Negative Pressures Exposure C For the,/ 175 mph Wind Zone CATEGORY 2 BLDG Effective Wind Area (or, Tributary Area) in Square Feet Height ' i 10 20 30 40 50 60 Maximum \'--41. 407 418. 40 -1.29 -1.23 -1.19 -1.15 -1.13 1.5, '' `-54.1 -50.4 -48.3 -46.8 -45.6 -44.7 30 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 11 57.3 60 71.9 67.0 64.2 62.2 60.6 59. NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever ishd X;'. but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof heigh ITHESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RANIlVfS ENGINEERING. ALSO, THESE I TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY OBERT MONSOUR. Exterior Zones (5 - Walls).Negative Pressures Exposure C For the,/ 175 mph Wind Zone CATEGORY 2 BLDG Effective Wind Area (or, Tributary Area) in Square Feet Height ' i 10 20 30 40 50 60 Maximum \'--41. 407 418. 40 -1.29 -1.23 -1.19 -1.15 -1.13 1.5, '' `-54.1 -50.4 -48.3 -46.8 -45.6 -44.7 30 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 11 PROPOSED ALTERATIONS AND IMPROVEMENTS FOR: Miami Shores Villas, LLC 1280 N.E. 105th Street Miami Shores, Florida 33138 LOCATION OF PROPERTY N AERIAL VIEW sTRUC iLjI AA _ pr APPROVE, -D -- SCOPE OF WORK: PROJECT DATA: DRAWING INDEX: GENERAL NOTES G DESIGN CRITERIA 1. REMOVE AND REPLACE EXISTING WINDOWS AND APPLICABLE CODES: FBC 2017 (6th EDITION) A-1 COVER PAGE 1. CONTRACTOR TO VERIFY ALL DIMENSIONS. NOTIFY ENGINEER IF ANY DISCREPANCY. EXTERIOR DOORS. LEVEL OF ALTERATION: LEVEL 1 A-2 EXISTING FLOOR PLAN - DEMOLITION 2 SEE ATTACHED SPEC SHEET AND/OR CALCULATIONS FOR ADDITIONAL DETAILS. 3. APPLICABLE BUILDING CODE: F.B.C. 2017 NOTICE OF ACCEPTANCE &STATE APPROVAL: CONSTRUCTION TYPE: TYPE III A-3 PARTIAL FLOOR PLAN - UNITS 1-4 4. ASCE 7.10 WIND CODE A-4 PARTIAL FLOOR PLAN - UNITS 5-7 S. 175 MPH WIND ZONE LAWSON INDUSTRIES, INC. - NOA No. 17-1212.14 OCCUPANCY USE: MULTI -FAMILY RESIDENCE (R-2) 6. EXPOSURE C PGT INDUSTRIES, INC. - NOA No. 17-0630.01 A-5 PARTIAL FLOOR PLAN - UNITS 8-10 7. RISK CATEGORY 2 STRUCTURE A-6 PARTIAL FLOOR PLAN - UNITS 11-15 LABRADOR & FUNDORA CORP. - NOA No. 17-1011.02 A-7 PARTIAL FLOOR PLAN - UNIT 16 THERMA-TRU CORP. - FL# 23507 N EXISTING FLOOR PLAN - DEMOLITION PLAN (Ist Floor) DEMOLITION LEGEND: OA EXISTING WINDOW TO BE REMOVED AND REPLACED. OB EXISTING DOOR TO BE REMOVED AND REPLACED. CO EXISTING RAIUNGS FOR STAIRS A d B TO BE REMOVED AND REPLACED. NOTE: STAIRS A = LOCATED IN FRONT OF BUILDING STAIRS B = LOCATED IN REAR OF BUILDING A g eximue euc A A w, c_T-9Tu n UNRul be c A — _____emaw eucowr A STAIRS B 1,1 EXISTING FLOOR PLAN - DEMOLITION PLAN (2nd Floor) 1/8": 14" UC7-URAL RE'vj —vv COVED MIAMI-DADE COUNTY FIRE DEPARTMENT L 0 U 00 Z J M i•Ai M UJ • H N •M o p' 0 a • 0N d LO a N 0*4 O • O Q . •C t o <as Q C O_ • , d • DRANK BY: U.A.F. SCALE-. AS SHOWN DAIS 05/23/18 DOGE: F8C 2017 JOB Na: a 0a Zn V I0„ Z vi al VT ¢a L n W ow_ z o LL N Z W 3 o= o v N r m ROBERT S MONSOUR. P.E 0 UC/ 11955 SHEET A-2 1: 10 0 39'x 8 RENCFI,DOOR OA T7-1011.02 o 37" x 50" HORIZONTAL SLIDER NOA 17-1212.14 EXISTING LIVING UNIT 1 74!'x 50' HORIZONTAL SLIDER NOA 17-1212.14 0'WDOW SRLOF71=1.11.1 e ftEv. 13'8-IMA r 20 3 F MINiM11M OPENMG wIDM 74" x 38" 37' x 38" EXISTING LIVING UNIT 1 74!'x 50' HORIZONTAL SLIDER NOA 17-1212.14 0'WDOW SRLOF71=1.11.1 z ftEv. 13'8-IMA 7 Z NOTE: 74" x 38" 37' x 38" 14 x 38" 74!'x 38" 74" x 39' THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES MEASURED FROM THE EXIST. FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. HORIZONTAL SLIDER HORIZONTAL SLIDER NOA 17-1212.14 NOA 17-1212.14 HORIZONTAL SLIDER NOA 17-1212.14 HORIZONTAL SLIDER NOA 17-1212.14 HORIZONTAL SLIDER NOA 17-1212.14 EXISTING KITCHEN OPENING OF 5.7 SQUARE FEET. / p Fa NFPA NOTE: AT LEAST ONE OF THE WINDOWS IN EACH SLEEPING ROOM SHALL MEET ALL THE REQUIREMENTS FOR EGRESS WINDOWS AS REQUIRED TOP OF FINCH FLOOR BY THE NFPA 101 120151 31.2.1.2 & 24.2.2.3.3. N EGRESS WINDOW DETAIL C pp CCV 3/4" : f-0" Q • ES z 82" o o E 1 METAL DOOR U.A.F ASASSHOGIO• ALE. • • DATE:* • • • • • 05/23/1 85/23/18 • CODE: • FBC2Q1l•••• FL # 23507 JOB N4 • I.1o: Uz 0 EXof (E O O ST. KITCHEN L io w of EXIST. W.I.C. EXIST. BATH l EXISTING LIVING EXISTING BEDROOM 37'x50" Z o U m o Vl o x J 37'x50" UNIT2HORIZONTALSLIDER HORIZONTAL SLIDER NOA 17-1212.14 i o 0 44 ps ROBERT S. M' NOA 17-1212.14 EXISTING LIVING UNIT 1 74!'x 50' HORIZONTAL SLIDER NOA 17-1212.14 0'WDOW SRLOF71=1.11.1 z ftEv. 13'8-IMA 7 Z NOTE: 1. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE HORIZONTAL SLIDER AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED O THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES MEASURED FROM THE EXIST. FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. 37'x38" O 2ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR ! EXISTING KITCHEN OPENING OF 5.7 SQUARE FEET. / NFPA NOTE: AT LEAST ONE OF THE WINDOWS IN EACH SLEEPING ROOM SHALL MEET ALL THE REQUIREMENTS FOR EGRESS WINDOWS AS REQUIRED TOP OF FINCH FLOOR BY THE NFPA 101 120151 31.2.1.2 & 24.2.2.3.3. N EGRESS WINDOW DETAIL C pp CCV 3/4" : f-0" N KEY PLAN N.T.S. EXISTING DINING 37' x 50" HORIZONTAL SLIDER NOA 17-1212.14 EXISTING BEDROOM 111"x 50' HORIZONTAL SLIDER NOA 17-1212.14 37'x50" HORIZONTAL SLIDER NOA 17-1212.14 38" x 81" FRENCH NOA 17- 74'x 50" HORIZONTAL SLIDER NOA 17-1212.14 38" x 81" FRENCH DOOR NOA 17-1011.02 ----- 37'x50' EXISTING KITCHEN HORIZONTAL SLIDER NOA 17-1212.14 I--__._-.__I--o--- j0 O O O EXISTING KITCHEN UNIT 3 EXISTING LIVING 74" x 50' HORIZONTAL SLIDER NOA 17-1212.14 EXISTING STUDIO UNIT 4 FRENCH OR C , NOA17-1011 02 vNTY F . SRMpMp. r' ME x LeeMETAL DOOR T FL# 23507 J PARTIAL FLDDR PLAN - UNITS 1-4 S PRpV1S\ E pR prx ` cJ$ °RCN,JAI STnUCTU 1; REVlk APPROVED 9 1,J 37' x 26" HORIZONTAL SLIDER EXIST. W.I.C. EXIST. BATH NOA 17-1212.14 EXIST. W.I.C. o EXIST. BATH 37'x26" HORIZONTAL SLIDER NOA 17-1212.14 74"X50" EXISTING BEDROOM HORIZONTAL SLIDER NOA 17-1212.14 39" x 82 METAL DOOR FL# 23507 DATf , T z U °D 7 Z 37' x 26" w w HORIZONTAL SLIDER BATH O NOA 17-1212.14EXIST. 37'x38" O HORIZONTAL SLIDER EXISTING KITCHEN NOA 17-1212.14 39" x 82 METAL DOOR FL# 23507 DATf , T DC 11955 SHEET A- 3 z U °D Z Cl) J _ w w J M O Vi M o ` H-- 0 O Ln O LL. Lu O a p i Z L N C pp CCVQ • ES DRAWN 6F. • U.A.F AS ASSHOGIO• ALE. • • DATE:* • • • • • 05/23/1 85/23/18 • CODE: • FBC2Q1l•••• JOB N4 • I.1o: Uz oNn o" m N r w of 5 0 111 n Z o Vl o x N Q m o 0 44 ps ROBERT S. M' DC 11955 SHEET A- 3 0 3T' x 38" HORIZONTAL SLIDER NOA 17-1212.14 37" x 38" HORIZONTAL SLIDER NOA 17-1212.14 74" x 50" 38' x 81y' 3T' x 50' 37' x 50" 38' x 8 74" x 50' HoRIZONTALSLIDER FRENCH DOOR HORIZONTAL SLIDER HORIZONTAL SLIDER FRENCH DOOR HORIZONTAL SLIDER NOA 17-1212.14 NOA 17-1011.02 NOA 17-1212.14 NOA 17-1212.14 NOVI 7-1011.02 NOA 17-1212.14 EXISTING DINING EXISTING DINING EXISTING LIVING UNIT? '00 OO 0 O EXIST. KITCH N-1 1 -EXIST. KITCHEL O EXISTING BEDROOM 74" x 50' HORIZONTAL SLIDER NOA 17-1212.14 PARTIAL FLOOR PLAN - UNITS 5-7 A": I'-0" EXIST. W.I.C. EXIST. W.I.C. l IST. BATH EXIST. BA7-- 37" x 26" 37*' x 26" HORIZONTAL SLIDER HORIZONTAL SLIDER NOA 17-1212.14 NOA 17-1212.14 N N KEY PLAN N.T.S. TOP OF WINDOW SILL ELEV. +3'A- IMAXIMUMI EXISTING LIVING UNIT 6 EXISTING BEDROOM 74" x 50' HORIZONTAL SLIDER NOA 17-1212.14 111"x 50' HORIZONTAL SLIDER NOA 17-1212.14 EXISTING LIVING UNITS 00 00 EXISTING DINING 38'x81" FRENH DOOR NOA717-1011.02 E,IST. BATH 74" x 50" 38" x 8 " 37" x38" 37'x 26" HORIZONTAL SLIDER FIR OOR HORIZONTAL SLIDER HORIZONTAL SLIDER NOA 17-1212.14 NOA 17-1 3.02 NOA 17-1212.14 NOA 17-1212.14 EXISTING BEDROOM #1 EXISTING BEDROOM #2 74" x 38" HORIZONTAL SLIDER NOA 17-1212.14 PROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG. PERMIT_ FIRE ALARM - FIRE SUPPRESSION WATERMAIN EXT. DATE: ( 13Y. EXISTING PORTIONS OF BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF EXISTING OCCUPANCIES, AS SET FORTH IN THE FLORIL;:n, RE. PREVENTION CODE. I 74!'x 50' HORIZONTAL SLIDER NOA 17-1212.14 20' 4 MINIMUM OPENING wIOM EXISTING BEDROOM #1 EXISTING BEDROOM #2 74" x 38" HORIZONTAL SLIDER NOA 17-1212.14 PROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG. PERMIT_ FIRE ALARM - FIRE SUPPRESSION WATERMAIN EXT. DATE: ( 13Y. EXISTING PORTIONS OF BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF EXISTING OCCUPANCIES, AS SET FORTH IN THE FLORIL;:n, RE. PREVENTION CODE. I 74!'x 50' HORIZONTAL SLIDER NOA 17-1212.14 NOTE: 1. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 441NCHES MEASURED FROM THE M J FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. w f 2: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF S.7 SQUARE FEET. — vi N co N NFPA NOTE: AT LEAST ONE OF THE WINDOWS IN EACH SLEEPING ROOM SHALL MEET ALL THE REQUIREMENTS FOR EGRESS WINDOWS AS REQUIRED TOP OF AMSH FLOOR BY THE NEPA 101 (2015) 31.2.1.2 & 24.2.2.3.3. ELEV. fY4' EGRESS WINDOW DETAIL i 0 LLj N EXISTING BEDROOM #1 EXISTING BEDROOM #2 74" x 38" HORIZONTAL SLIDER NOA 17-1212.14 PROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG. PERMIT_ FIRE ALARM - FIRE SUPPRESSION WATERMAIN EXT. DATE: ( 13Y. EXISTING PORTIONS OF BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF EXISTING OCCUPANCIES, AS SET FORTH IN THE FLORIL;:n, RE. PREVENTION CODE. I 74!'x 50' HORIZONTAL SLIDER NOA 17-1212.14 IX 0 U °O Z M J w M O vi N co N O z N O tL 6 z i 0 LLj N i N i • 6666• 6G• O N6 co 00 S. Q 609069 HORIZONTAL SLIDER NOA 17-1212.•••6• ILL,• G :•g666 6 • • 9 O 69.69 6.96 00 6666• 6 •DRAWN 81: f 0 U.A.F. 6 • 0.666 SCALE:•i•66• 6 AS SHO46N 06 • DATE. W •• f 05/23/18 • CODE: FBC 2017 JOB No.: ROBERT S. MONSOUR, Ift)\(/n SHEET A-4 1:10 38" x 81 111" x 50' 74" x 50" 38" x 87 37'x 50" 37' x 50' 38" x 81"\ 74" x 50" FRENCH DOOR HORIZONTAL SLIDER HORIZONTAL SLIDER FRENCH DOOR HORIZONTAL SLIDER HORIZONTAL SLIDER FRENCHDOOR HORIZONTAL SLIDER NOA 17-10111.02 NOA 17-1212.14 NCA 17-1212.14 NOA I 17-1011.02 NOA 17-1212.14 NOA 17-1212.14 NOA 17-1011.02 NOA 17-1212.14 II I EXISTING DINING EXISTING DINING 74" x 50' HORIZONTAL SLIDER EXISTING BEDROOM 41 NOA 17-1212.14 37" '38' EXISTING LIVING EXISTING LIVING EXISTING LIVING HORIZONTAL SLIDER NOA 17-1212.14 UNIT 000O O O UNIT 8 100 IST. KITCHEI TE IST. KITCHEI 0 OI •..•• O O EXIST. W.I.C. EXIST. W.LC. _ • • • • • • 53" x 50' 37" x 38" • . HO RIZONTAL SLIDER EXISTING BEDROOM #2 EXISTING BEDROOM EXISTING BEDROOM HORIZONTAL .iII>rE• HOA ONTA2.14 EXIST. KITCHEN NCA 17-1212.14 09 sotEXIST. BA L LI 1 1 1_ :* goes EXIST. BATH EXISTE.-. BATFi • • 74" x 38" 37'x 26" 37' x 38" 38" x 81i 74!'x 50" 74" x 50' 37" x 26" 37'x 26" 74" x 50" HORIZONTAL SLIDER HORIZONTAL SLIDER HORIZONTAL SLIDER FRENCH DOOR HORIZONTAL SLIDER HORIZONTAL SLIDER HORIZONTAL SLIDER HORIZONTAL SLIDER HORIZONTAL SLIDER NCA 17-1212.14 NOA 17-1212.14 NOA 17-1212.14 X0,07-1011.02 NOA 17-1212.14 NCA 17-1212.14 NOA 17-1212.14 NOA 17-1212.14 NOA 17-1212.14 N PARTIAL FLOOR PLAN - UNITS 8-10 a 7r, '/ ffl I H U co Z Cy) J t N M O t 0 V) D 55E. Ly0 0 o 0na) 430 " L 2W I C/1 411 D vii • TOP OF WINDOW Si. ntiwMU....... wImH l ELE-3'4E(MAXI—) DRA- BY: • U.A. • .... s— 5 AS SHOWN DATE: 05/23/18 CODE: FBC 2017 JOB No.: NOTE: 7. EVERY SLEEPING ROOM SHALL HAVE LEAST ONE OPERABLE EMERGENCY ESCAPE L AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED O w ROBERTS. MONSOUIL P THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THA "INCHES MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. I 1 j 2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR -- OPENING OF 5.7 SQUARE FEET. . NFPA NOTE: AT LEAST ONE OF THE WINDOWS IN EACH SLEEPING ROOM SHALL MEET ALL THE REQUIREMENTS FOR EGRESS WINDOWS AS REQUIRED TOP OF RNLSH FLOOR BY THE NFPA 101 (2015) 31.2.1.2 6 24.2.2.3.3. EIEV, OV N EGRESS WINODW DETAIL KEY PLAN 3/4":I'-°" N.T.S. APPROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG. PERMIT FIRE ALARM FIRE SUPPRESSION WATER MAIN OCT. nATF• 7 3 1 BY: /"" e EXISTING PORTIONS OF BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF EXISTING OCCUPANCIES, AS SET FORTH IN THE FLORIDA FIRE PREVENTION CODE. APPRG',,;; U I H U co Z Cy) JJ CO N M O t 0 V) D 55E. Ly0 0 o 0na) 430 " L 92 o C/1 411 D vii • v l o_ DRA- BY: • U.A. • .... s— 5 AS SHOWN DATE: 05/23/18 CODE: FBC 2017 JOB No.: U oao cI z sr M L7 o ca 1 w U o Z o v l 2O y - N L O w ROBERTS. MONSOUIL P i %lwit I SHEET A-5 1: 10 38" x 81" FRENCH DOOR 3T' x 38" EXISTING KITCHEN NOA 17-1011.02 HORIZONTAL SLIDER NOA 17-1212.14 EXISTING STUDIO UNIT 14 74" x 50' HORIZONTAL SLIDER 37'x 26" EXIST. B NOA 17-1212.14 HORIZONTAL SLIDER NOA 17-1212.14 n x26" HORIZONTAL SLIDERHO U 38" NCHEXIST. BATH FRENCH DOORlj 1NOA17-1212.14 NOA 17-1011.02 c • EXISTING STUDIO U 00 J ••, Lo0 x AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED Ll UNIT 13 4% 37'x38" HORIZONTAL SLIDER EXISTING KITCHEN 74" x 50' HORIZONTAL SLI. NOA 17-1212.14 0 NOA 17-1212.14 000000 0 0 C O LE 1• 0000 0 Z • on OLOQ) Q LL- OPENING OF 5.7 SQUARE FEET. NFPA NOTE O O 38'x81" n(1, LYO0&• FRENCF OR L/, •a. 0• • NOA )'/ 1011.02 37x38" EXISTING KITCHEN HORIZONTAL SLIDER APPROV`ED O NOA 17-1212.14 MIAMI -DARE COUNTFIRE DEPARTMENT ai Vi EXISTING STUDIO A-6 UNIT 12 FIRE SUPPRESSION,,,... WATER IMAIN1, 74" x 50ZONTAL SLITHORI 37'x26' I EXIST. BA U15DATE; .18 HORIZONTAL SLIDER AS SHOWN NOA 17-1212.14 n U----------- 37"x26" FRENC \DOOR HORIZONTAL SLIDER EXIST. BATH NOA 17- 011.02 NOA 17-1212.14 EXISTING STUDIO UNIT 11 74•,x5• 3T' x ONTAL SLIDER HORIZONTAL SLIT HORIZOEXISTING KITCHEN NOA 17.1212.14NOA17-1212.14 n O o e --- a —0 34!'x 81 LMETAL D 34!'x 81" FL# 235D7 EX'STELEC- EXISTING STORAGE METAL DOOR FL# 23507 N PARTIAL FLOOR PLAN - UNITS II -15 1/8": IA" 37'x26" HORIZONTAL SLIDER NOA 17-1212.14 in-------------------- EXIST. BATH EXIST. W/.I.C. 1 38" x 81" FRENCH DOOR NOA 17-1011.02 EXISTING BEDROOM II1"x50' HORIZONTAL SLIDER NOA 17-1212.14 3T' x 38" HORIZONTAL SLIDER NOA 17-1212.14 EXISTING DINING 74" x 38" HORIZONTAL SLIDER NOA 17-1212.14 FRENCH 0 II NOA 17- 1010. 02 El 37" x 50' HORIZONTAL SLIDER NOA 17-1212.14 EXISTING LIVING UNIT 15 74" x 50' HORIZONTAL SLIDE NOA 17-1212.14 NEVI/ N KEY PLAN N.T.S. 0 L o 1 NIN- OPENING WID7 Z c • ia U 00 J ••, Lo0 x AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED 4% 74" x 50" • • • HORIZONTAL SLIDER • • • • • • V7 N • 1 • • • NOA 17-1212.14 • 0 V) 000000 ROBERT S. MON 1• 0000 0 Z • on OLOQ) Q LL- OPENING OF 5.7 SQUARE FEET. NFPA NOTE 02 n(1, LYO0&• Q • L/, •a. 0• • W c),L R • • • i APPROV`ED O C< MIAMI -DARE COUNTFIRE DEPARTMENT ai Vi GRTYARE LQsMBL,e A-6 DRAWN BY: FIRE SUPPRESSION,,,... WATER IMAIN1, U.A.F. SCALE: U15DATE; .18 AS SHOWN DATE BY., 05/23/18 CODE FBC 2017 SI I iALL COMPLY JOB No.: GS NG (CCU ANC ES, POOVEXISTING SONS OF EXISTTHEPR PREVENTION CODE. w WITHSSET FORTH IN THE FLORIDA FIRE 0a N7 h ui n U s a` TOP OF WINDOW SILL ELEV. +J -B' IMA%IMUM1 F//2G' 7 o 1 NIN- OPENING WID7 Z NOTE: Z I. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE 1Vl 3 as x AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED o0 THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44INCHES MEASURED FROM THE c N FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. ROBERT S. MON R PE. NOTE: wo 78/ I. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE x AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED v THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44INCHES MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. ROBERT S. MON R PE. 2.'ALL'EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. NFPA NOTE AT LEAST ONE OF THE WINDOWS IN EACH SLEEPING ROOM SHALL NDOWS AS REQUIRED TO P FINISH FLOOR BYEHFPA 101(20151 312. F2 & 24.2.2.3.3. 1 MJ Of- 0 — EGRESS WINDOW DETAIL SHEET A-6 OF: 1 0 TOP OF WINDOW SILL REV. +TIMAXIMUMI TOP OF FINISH FLOOR EI NOTE: 1. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. 2- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. NFPA NOTE: AT LEAST ONE OF THE WINDOWS IN EACH SLEEPING ROOM SHALL MEET ALL THE REQUIREMENTS FOR EGRESS WINDOWS AS REQUIRED BY THE NFPA 101 (20151 31.2.1.2 IS, 24.2.2.3.3. EGRESS WINDOW DETAIL 3/4 I'-0" N KEY PLAN N.T.S. 74" x 50" HORIZONTAL SLIDER NOA 17-1212.14 NOTE: SEE SHEETS A-8 AND S-9 FOR RAIUNG REPLACEMENT PLANS. vN 20 f f 37" x 38" NOTE: 1. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING AS PER FBC R310. 2- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. NFPA NOTE: AT LEAST ONE OF THE WINDOWS IN EACH SLEEPING ROOM SHALL MEET ALL THE REQUIREMENTS FOR EGRESS WINDOWS AS REQUIRED BY THE NFPA 101 (20151 31.2.1.2 IS, 24.2.2.3.3. EGRESS WINDOW DETAIL 3/4 I'-0" N KEY PLAN N.T.S. 74" x 50" HORIZONTAL SLIDER NOA 17-1212.14 NOTE: SEE SHEETS A-8 AND S-9 FOR RAIUNG REPLACEMENT PLANS. EXIST. W.I.C. EXIST. BATH EXISTING BEDROOM #2 111"x 50" HORIZONTAL SLIDER NOA 17-1212.14 EXISTING LIVING UNIT 16 1100 00 EXISTING DINING EXIST. KITCHEN 37" x 38" HORIZONTAL SLIDER NOA 17-1212.14 EXIST. BATH 11 !I EXIST. W.I.C. EXISTING BEDROOM #1 EXISTING BALCONY 37" x 38" U 00 38 '81 72" x 63" h Z 77'x 63" HORIZONTAL SLIDER w FRENCF DOOR HORIZONTAL SLIDER HORIZONTAL SLIDER NOA 17-1212.14.INOA N 171011.02 NOA 17-1212.14 NOP, 17-1212.14- SEE SHEETS A-8 AND S-9 FOR RAILING x 4" 0Ln Z Ll... MULLION if V/ 0 L!J • NOA I7-0630.01 EXIST. W.I.C. EXIST. BATH EXISTING BEDROOM #2 111"x 50" HORIZONTAL SLIDER NOA 17-1212.14 EXISTING LIVING UNIT 16 1100 00 EXISTING DINING EXIST. KITCHEN 37" x 38" HORIZONTAL SLIDER NOA 17-1212.14 EXIST. BATH 11 !I EXIST. W.I.C. EXISTING BEDROOM #1 111"x63" O HORIZONTAL SLIDER U 00h Z Cy') J NOA 17-1212.14 NOA 17-1011.02 w J OD M N NOTE: SEE SHEETS A-8 AND S-9 FOR RAILING 0Ln Z Ll... if V/ 0 L!J • o t3 • w 64 ct 5F 0.6 DRANK BY: U.A.F. SCALE: AS SHOWN DATE: 05/23/18 CODE: 74" x 5(r HORIZONTAL SLIDER F 5 2017 NOA 17-1212.14 JOB No-: 111"x63" 26'x39' 38'x81" HORIZONTAL SLIDER HORIZONTAL SLIDER FRENCH DOOR NOA 17-1212.14 NOA 17-1212.14 NOA 17-1011.02 111"x50" HORIZONTAL SLIDER NOA 17-1212.14 NOTE: SEE SHEETS A-8 AND S-9 FOR RAILING REPLACEMENT PLANS. N EXISTING BALCONY N PARTIAL FLOOR PLAN - UNIT 1G Li Ca N U C' C)N Vl N L/ ¢a M L j ONMM U o L K O v 10 Sr C, a_ po APPR®vEG FIRE DEPARTMENT Fri fit' ' MIAMI-DADE COUNTY `r ` U C, FIRE ALARM. ROBERT 5. NONSOU P.. J W BLDG. PERMIT,—~- n FlRE SUPPRESSION_____..- WATER MAIN •.–- Y DATE' EXISTING PORTIONS OF BUILQINGS SHALL COMPLY DSHEETS WITH THE PROVISIONS OF EXISTING OCCUPANCIES, A-7ASSETFORTHINTHEFLORIDAFIREPREVENTIONCOL` S. OF: 10 128U N.E. 105th Street Miami Shores, Florida 33138 LOCATION OF PROPERTY N AERIAL VIEW S1 h I= APPROVE-) SCOPE OF WORK: I PROJECT DATA: I DRAWING INDEX: I GENERAL NOTES 0 DESIGN CRITERIA 1. REMOVE AND REPLACE EXISTING RAILING. APPLICABLE CODES: FBC 2017 (6th EDITION) A-1 COVER PAGE 1. CONTRACTOR TO VERIFY ALL DIMENSIONS. NOTIFY ENGINEER IF ANY DISCREPANCY. LEVEL OF ALTERATION: LEVEL 1 A-2 RAILING FLOOR PLAN - STAIRS A 2. SEE ATTACHED SPEC SHEET AND/OR CALCULATIONS FOR ADDITIONAL DETAILS. 3. APPLICABLE BUILDING CODE: F.B.C. 2017 CONSTRUCTION TYPE: TYPE III A-3 RAILING FLOOR PLAN - STAIRS B 4. ASCE 7-10 WIND CODE 5. 175 MPH WIND ZONE OCCUPANCY USE: MULTI -FAMILY RESIDENCE (R-2) 6. EXPOSURE C 7. RISK CATEGORY 2 STRUCTURE 8. ALLOY : 6061-T6 9. ALL WELDED CONSTRUCTION, UNLESS OTHERWISE NOTED. 10. ALL HANDRAILS AND GUARDS SHALL COMPLY WITH F.B.C. 2017 SECTIONS 1607.8.1 AND 1607.8.1.1. 11. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 12. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 PONDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. A ELEV. it FLOOR PLAN -STAIRS A 1/4": IA" O EXISTING CONCRETE RISER/LANDING Q. 7' x T. 1 / 4" ALUMINUM ANGLE 7' LONG WITH 2- 'IT THRU-BOLTS AND 4- 1 / T x 4" LONG ANCHORS1 TDP VIEW C ELEV. 1 I zxrxvb Z 7' LONG W I I I AND 4- IIT ELEVATION n 1/4" : IA" H NSION tltVAIILIN n 1/4" : IA" z z r FRONT VIEW SIDE VIEW DETAIL 1- 1/ 2": r -o° A.2 DP OF E: SERAAI` x 1/ 8 -ALUMINUM POST. x 22" METAL INSERT, 7' x 7' x IAT 1- 3/ 4" x 27METAL INSERT. 1" x TALUMINUM TOP RAIL 1'. 1" ALUMINUM PICKET SF TO REJECT 4" DIAMETER SPF 1 / pm I 1 I I Z J I I I • I V L N Ln Q 9•a,• Q) • 0 • I 1 a ii / 0 7. 1. 1 p•)• i_ iii i6 1 RISER OPENING TO REJECT PASSING f • • A 6' SPHERE TYPICAL DRAWN B•• • U.A.F.•• 09.00• II DATE 05/23/18 CODE: FBC 2017 JOB No.: ISI ELEVATION n 1/4" : IA" H NSION tltVAIILIN n 1/4" : IA" z z r FRONT VIEW SIDE VIEW DETAIL 1- 1/2": r -o° A.2 DP OF E: SERAAI` x 1/8 -ALUMINUM POST. x 22" METAL INSERT, 7' x 7' x IAT 1- 3/ 4" x 27METAL INSERT. 1" x TALUMINUM TOP RAIL 1'. 1" ALUMINUM PICKET SF TO REJECT 4" DIAMETER SPF 1 / pm I 1 I I Z J I I I • I V L N Ln Q 9•a,• Q) • 0 • I 1 a 1..._ ____ 0000•• o N J u LD p- s • 00 d RISER OPENING TO REJECT PASSING f • • A 6' SPHERE TYPICAL DRAWN B•• • U.A.F.•• 09.00• TAT. Tx 7x I IC ALUMINUM ANGLE I T LONG WITH 2- 1/TTHRU-BOLTS • • • • AND 4- 1 / T' x 4" LONG ANCHORS. i • • i i • • I I 1 DETAIL APP EIRE OEPAMENT I A.III M>:{t ptll- i I FIRE AIARM e. 2 , aWG• PERMn_— WATER MAIN AB IQN--r FlRE SUPPRESS ELEVATION 'i'INC'S SHALL COMPLY A FERE PROEVENTIC 1d C NCIES1 pAle. MAXIMUM POST SPACING ELEVATION n 1/ 4" : I'l' SECTION n 1": IA" D DETAIL n 1": IA" K a Jaz o4I U o0 Z J w w J M C7 I V L N Ln Q 9•a,• Q) • 0 • U a Z o N J u LD 00 d 0000•• 0000•• DRAWN B•• • U.A.F.•• SCALE: AS SHOWN DATE 05/23/18 CODE: FBC 2017 JOB No.: Vz a Jaz o4I r n o U a Z o N J u 1 3 a_ 0 o o U m ROBERT S. MOSS R, JO. E. I LIC/ 11955 SHEET A-8 01:10 EXISTING APARTMENT UNIT 16 EXTENSION N FLOOR PLAN -STAIRS B 1/ 4" : r - o" 0. 1 A- 9 3'-11" 2'-S' 3'-7' 3'-7 4'-7' 4'-T 4'-7' I I F. I A- 9 I I J p ELEv. TME M1AM C,' ° o RM - BLDG. Pr _ WATER M E N MAXIMUM POST SPACING 1"x TALUMINUM TOP RAIL. A. 8 I 1111 T xT' z 1/8" ALUMINUM 1- 3/ 4" x 2TMETAL INSERT 09.00 2'x7'z1/4" ALUMINUM ANGLE I I • DA 7" LONG WITH 2- 1/T THRU-BOLTS 000 AND 4- 1 17x 4" LONG ANCHORS.- 4'-Z' NCHORS.- 4' 2" 1' x 7'ALUMINUM BOTTOM RAIL 0000 EXISTING PORTIONS OF BUILDINGS SHALL COMP' zl"ALUMINUM PICKS SPACED• • • • 9 • WITH THE PROVISIONS OF EXISTING OCCUPANCIES, O REJECT 4 DIAME ER SPHERE. • FLORIDA FIRE PREVENTION CODE. _ 0 0 0 ELEVATION n 1/ 4"J-0" ELEVATION B ELEVATION 1/ 4": IA" 1/4":I' ', 1/7DIAMETER ALUMINUM PIPE HANDRAIL INSTALLED AT EACH SIDE OF STAIRS RAIUNG. WELD HANDRAIL EXTENSION BACK TO SECTION AS SET FORTH IN E •••• 9 14" lb AT zr' 11 `1 , v v v1-1/7' DLETER ALUMINUM PIPE 0 06 0 9 III 2.25' III -}III T -T I I I I N ---- I EXISTING C. B.S. WALL A O SECURE TOP RAIL WITH I / 8" ALUMINUM T. T z 1 / B" A W MINUM POST. BRACKET FASTENED TO EXISTING C.BS. WALL WITH 2- I /4" TAP -CONS. FRONT VIEW SIDE VIEW DETAIL 1/4": 1,4, F— TI' z 1"ALUMINUM PICKET SPACED O REJECT 4' DIAMETER SPHERE. HANDRAIL INSTALLED AT EACH SIDE OF STAIRS RAIUNG. HANDRAIL SHALL HAVE A TC EARANCE FROM ANY WALL OR ADJACENT GUARD AS PER THE NFPA 101 (2D15) 7. 2. 2. 4.55. NOTE: - BRACKET SHALL NOT PROJECT HORIZONTALLY BEYOND THE SIDES OF THE HANDRAIL WITHIN 1. 5" OF THE BOTTOM OF THE HANDRAIL. SECURE BRACKET FLANGE TO 1 POST WITH 2- COUNTERSUNK FASTENERS. FRONT VIEW SIDE VIEW DETAIL E3. EXTENSION I RISER OPENING TO REJECT PASSING A 6' SPHERE. DETAIL____ E.2 1-3/4'x 2TMETAL INSERT.—)t EXISTING CONCRETE RISER. I i wylv.v.c. ( SAL `ITT T'11/QL?_ f\` P V AND b I/ Tx 1"LONG ANCHOR$. -i APPR` `'``P-- / p r. tLHUN 1°:14. - - o- Q I- I/T DIAMETER ALUMINUM PIPE DRHANDRAIL INSTALLED AT EACH E. 3 F- I".TALUMINU-T.lML E2 J J +- SIDE STAIRS RAIUNG. WELD HANDRAIL EXTENSION BACK TO A - S A- 9 40 0 In so ALUMINUM POST. L N N • C 90 • P . C o N g9 A • O_ L L O[ 0000•• DRAWN BY: U.A.F. SCALE: AS SHOWN DATE- ATE05/23/1805/ 23/18 CODE FBC 2017 I I I I I I p I I L_ J 1"x1"ALUMINUM PICKET SPACED HANDRAIL BRACKET MECHANICALLY TO REJECT 4' DIAMETER SPHERE. ` p FASTENED TO POST. EXTENSION I RISER OPENING TO REJECT PASSING A 6' SPHERE. DETAIL____ E.2 1-3/4'x 2TMETAL INSERT.—)t EXISTING CONCRETE RISER. I i wylv.v.c. ( SAL ` ITT T'11/QL?_ f\` P V AND b I/Tx 1"LONG ANCHOR$. -i APPR` `'``P-- / p r. tLHUN 1°:14. - - o- Q p w • J J +- 1, 0 700 ISI •i0 9jE0 0 40 0 In so L N N • C 90 • P . C o N g9 A • O_ L L O[ 0000•• DRAWN BY: U.A.F. SCALE: AS SHOWN DATE- ATE05/ 23/18 05/23/18 CODE FBC 2017 JOB No.: ROBERT S A-9 10 NEW 6' HIGH ALUMINUM PICKET FENCE • • • • • • • WITH 2. 3'-0"WIDE GATES. • • • • • II'2" 6-0" II'T z F N I A. IJ/ . ; x 0 zMNJ. RADIUS-" 6Oil" • • • •1 • • • 1 • f IIr, I' i) w • • j' 0, C? 0 E NEW d' CONCRETE WALKWAY _ 00U 1 ' MIN. P.S.I.RINF R3000 > O CED n O I Z J WITH FIBER MESH. J 16-0" 4.-0.., 16.x.. 1 _ ar w N M TS hl - O CDQQf EXISTING SOD TO REMAIN S EXISTING SOD TO REMAIN , II j O O w O1ZV) Q Q 04 LD l O DRAVIIN BY: G7 U.A.F SCALE: 0 AS SHOWN DATE t' 05/23/18 CODE: FBC 2017 7• 00 j BOG - /. JOB No.: O O / yv Az 0 21 13 Florida Health Miami -Dade County 0W r- O.S.T.D.S. &Well Program U w o FLOOR PLAN - CONCRETE WALKWAY N 35Sz tion No.: APPlica-- v z 3 Date: O0 5ignawre rye GENERAL CONSTRUCTION NOTES: o ROBERT S. MONSOUR, P.E. SUMMARY OF WORK INTENT OF DRAWINGS 6 THAT THE CONTRACTOR WORK WILL CONSIST OF FURLSHING ALL LABOR MATERIAL, AND EQUIPMENT NECESSARY AND SURVEY SURVEY: BEFORE BIDDING. CONTRACTOR SHALL MAKE A THOROUGH SURVEY OF THE SITE AND TAKE INTO CONSIDERATION THE EXISTING CONDITIONS THAT SHOP DRAWINGS ALL MANUFACTURERS. SUPPLIERS AND FABRICATORS SHALL SUBMR SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR APPROVAL PROR TO FABRICATION AND COORDINATE DIMENSION CRITERIA DOORS AND FRAMES ALL DIMENSIONS SHALL BE CONSIDERED' NOMINAL' UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY SIZE OF ALL DOOR OPENINGS AND EXACT DOOR WRITTEN DIMENSIONS SHALL GOVERN. DO NOT SCALE FROM DRAWINGS. DIMENSIONS SWING AS PER ARCHITECTURAL FLOOR PLANS. CONTACT THE ARCHITECT IF ANY REQUIRED TO COMPLETE THE WORK AS INDICTED ON PLANS AND MAY AFFECT THEIR PERFORMANCE. CONTRACTOR TO VERIFY WITH OWNERS WITH THE APPROVED CONSTRUCTION SCHEDULE TO AVOID UNNECESSARY DELAYS. ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL OVER SMALLER SCALED DISCREPANCIES ARE FOUND BEFORE ORDERING DOORS AND/OR FRAMES. DOOR SPECIFICATIONS -CONTRACTOR WILL BE RESPONSIBLE BUT NOT LIMITED FOR IF THERE IS AN UPDATED SURVEY INDICATING ALL EXISTING CONDITIONS AND DRAWINGS. ALL ANGLES ARE TAKEN AT 90 DEGREES UNLESS OTHERWISE NOTED. AND FRAME SHOP DRAWINGS SHALL BE SUBMITTED FOR GENERAL COMPLIANCE EXCAVATION OF FOOTINGS, ALL FORMING WORK. PLACEMENT OF RENINFORCING TO BE USED AS SUCH, OTHERWISE A NEW SURVEY MUST BE SUPPLIED. PRESSURE TREATED WOOD AND ACCEPTANCE. ALL EXTERIOR DOORS SHALL HAVE A PRODUCT CONTROL STEEL, POOURING AND FINISHING OF ALL CONCRETE, LATHING BLOCKS. FIELD VERIFICATION APPROVAL NUMBER. WATER PROOFING, SEAL THE BUILDING AND CAP CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO OBSERVE AND COMPLY WITH ALL FEDEERAL STATE AND LOCAL ORDINANCES THAT AFFEC THOSE ENGAGED OR EMPLOYED ON THE PERMIT AND INSPECTIONS CONTRACTOR WILL BE RESPONNSIBLE FOR OBTAINING ALL NECESSARY PERMITS ALL WOOD IN CONTACT WITH STUCCO, MASONRY, PLASTER, CONCRETE OR EXPOSED TO THE HUMIDITY SHALL BE PRESSURE TREATED LUMBER AND SHALL BE SOUTHERN PINE OR DOUGLAS FIR. GRADE 82 UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB SITE CONDRIONS RELATED TO THIS WORK. ANY DISCREPANCIES IN DIMENSIONS CAULKING AND SEALANTS PROJECT, THE MATERIALS OR EQUIPMENT USED, AND THE CONDUCT OF THE WORK. AND INSPECTIONS REQUIRED FOR THE PROJECT. FINISH SELECTION OR SPECIAL ADJUSTMENT REQUIRED DUE TO FIELD CONDITIONS SHALL BE INSTALLATION SHALL BE GUARANTEED THE BUILDING WEATHER TIGHT INTEGRITY. REPORTED IN WRITINTG TO THE ARCH IT ECT/ENGINEER FOR CLARIFICATION OR DRAWINGS CODES, REGULATIONS AND ORDINANCES APPROVAL OF MODIFICATION BEFORE COMMENCING WITH WORK. THE EXTERIOR METAL WORK, INCLUDING WINDOWS, DOOR FRAMES AND ALL JUNCTIONS UC 11955 SHEETPATTERNSOFFINISHESANDOTHERMATERIALSOFDESIGNSHALLBERESPONSIBILITYFORANYCHANGESMADEONTHEFIELDWITHOUTPRIORBETWEENMASONRY, CONCRETE AND METAL SHALL BE SEALED WITH NEOPRENE DRAWINGS ARE SCHEMATIC SHOW IING RELATIVE LOCATIONS AND CONNECTIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. APPROVED ALL COLOR PAPA SELECTED BY OWNER AND ARCHITECTNOTIFICATION TO THE ARCHITECTSHALL REST WITH THE GENERAL CONTRACTOR. OR POLYURETHANE FILLER AND APPROVED SEALANT COMPOUNDS. SUB - AND SHALL NOT BE SCALED FOR EXACT LOCATIONS. THE ARCHITECTURAL AND SITE CONDITONS SHALL GOVERN. SHOULD ANY DIFFICULTY OCCUR IN THE RUNNING OF THE PIPING OR DUCTS, SETTING DEVICES OR CONNECTIONS AT LATEST EDITION. THE LOCAL CITY AND ZONING ORDINANCE CODE, FIRE -LIFE SAFETY AND HANDICAP REQUIREMENTS AND ALL APPLICABLE STATE, LOCAL REGULATIONS AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT. CONTRACTOR'S EQUIPMENT CONTRACTOR SHALL SUBMIT PROOF OF STATE CERTIFICATION FOR THIS WORK. HARDWARE COORDINATION BLOCKING AND BACKING A OANYPOINTSHOWN. CONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION PRIORT/ ALL THE CONTRACTOR'S EQUIPMENT SCAFFOLDING. HOISTS. ETC. SHALL BE ALL HARDWARE SHALL MAINTAIN THE INTEGRITY OF THE FIRE OF DOORS H TO PROCEEDING WITH THE WORK. AVAILABLE i0 THE OWNER/ARCHITECT AND HIS STAFF FOR INSPECTION OF ANYIL HARDWARE SCHEDULE SHALL BE SUBMITTED FOR GENERAL COMPLIANCE, REVIEW PROVIDE ALL NECESSARY BLOCKING, BACKING, SLEEVES. FRAMING FOR LIGHT FIXTURESOAHU AND ALL WORK DURING NORMAL WORKING HOURS. AND ACCEPTANCE BY OWNER AND ARCHITECT. ELECTRICAL UNITS, A/C EQUIPMENT, COWERS, SHELVES, HANDRAILS, RAILINGS AND ALL OTHER ITEMS REQUIRING SAME. OF: 10 MIAMI- MIAMI-DADE COUNTY l 4 PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Vv/economv 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 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 "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 MtAMFDADE COUNTY Expiration Date: May 26, 2021 Approval Date: November 09, 2017 t Page 1 I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminon Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, 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, 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 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated - 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 262E r Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51' Edition (2014) and FBC-6t1' Edition 20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. E-2 Jorge M. Plasencia, P.E. P,r6dZuet Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE[—OPENING WIDTH FOR VERTICAL MVLL MULLIONS / _ SEE OETAI[S AA,G,H; SHEETS 2< I SEE DETAILS I/ A THRU G; / I SHEETS 2-4 1 I _ I III I GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THEFENESTRATIONPRODUCTINSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BEEVALUATEDBYANEXPERIENCEDINSTALLERFORTHEBESTINSTALLATIONMETHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. THE STRUCTUL PERFORMANCE OF THE MULLED UNITS. MULLION ARCHES TO BE BEEN TESDTED AS EFREE FLOATOING" ANOIDO NOTONEED TO BE DIFECTLY ATTACHED TO THE MULLION CLIPS, UT SHALLINSCRIBEDINSIOEHAVE RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE SEE. -AIL A THRU G; SHEETS 24 OP VEIT. HEIGHT MULL FOR LENGTH HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATIONPRODUCTSMAY BE OF ANY TYPE. MUST BE III MANUFACTURED BY PGT. 11 SEE DETAILS A-D,G,H; HORIZONTAL SHEETS 2-4 MULLLENGTH HORIZONTALMULL . LENGTH 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO W THIS ANCHOR EVALUATION. THE 6 LOAD DURATION DEFLECT STRESS NOT USED TOR WAS USED FOR THE EVALUATION OF WOODSCREWS 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES ANDANCHORAGEFORTHECOMMONMULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(% 7) ANCHOR EMBEDMENT TO BSE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE RISAPPROPRIATEFORSUBSTRATEMATERIAL. DISSIMILAR STRUCTURE LARMA ERIALS ANCHORS BE PROTECTED S REQUIREDOTOO PIRESISTANT PROPERLY TO TRANSFER LOADS TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I-OPENNG WIDTH ---1 I'--'HORIZ MULL LENGTH --1 MULLI1LENGTH VOPENINGWIDTHCPEMNGHEIGHT y FORVERT. OPENING MULL HORIZ_MULL MULL HEIGHT LENGTHLL (-1 H SINGLE MULLION SINGLE MULLION FOR VERTICAL MULLOPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. CODES] STANDARDS USED: 2017 FLORIDA BUILDING CODE (FBG), 6TH EDITION 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION ANSVAF&PA NDS -2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM -2015 AISI 5100-12 AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. GENERAL NOTES..........._._.._._... 1 INSTRUCTIONS ............... _......... 1 ELEVATIONS ........ ........... ._........ _... 1 MULL TO 2X WOOD ........_.......... -. 2 MULL TO 1X & MASONRY ...... .... _. 2 INSTALLATION NOTES ............... _.. 2 MULLTO MASONRY...._..__...._..... 3 MULL TO STEEL STUD ...... ...._..... 3 MULL TO MULL ...................... ... .... 3 ALTERNATATE CLIPS ........ ..... _ 4 BAY MULL INSTALLATIO.......... .... 4 1 X 2 X.125 MULL SPECS...........__ 5 1X 2 X.375 MULL SPECS _............ 6 1 X 2.75 X.375 MULL SPECS .......... 7 1X 2.75 X .65 MULL SPECS ............ 8 1 X 3.126 X.600 ANLL SPECS- ......9 1 X 4 X.126 MULL SPECS __10 1 X 4 X.375 TUBE MULL SPECS.... 11 1X 4 X .376 "T' MULL SPECS........ 11 1.25 X 3.188 X 266 MULL SPECS 12 1.25 X 3.25 X .100 MULL SPECS..... 13 1.25 X 3.25 X. B24 MULL SPECS-... 14 1.25 X 3.94 X.624 MULL SPECS..... 16 2 X 4 X.25 MULL SPECS. .._.._....... 16 2 X 6 X.25 MULL SPECS ......... ..... 17 126 X 211 X.125 MULL SPECS.... 18 30' X 3.25 BAY MULL SPECS ....._. 19 45' X 325 BAY MULL SPECS...._.- 20 MULLION & CLIP DIMENSIONS.._. 21-23 '. EXAMPLES 1 &2_ ................. _.... ._.24 LOADING EXAMPLES ...... ......... ..... 25 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TRIANGULARITRAPEZOIDAL'. 4) FIND THE CHOSEN MULUON'S MULLION CAPACITY MS/FT2) FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USINGTHEMULLIONTYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THEMULLIONCAPACITY (LBStFT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS). THIS VALUEREPRESENTSTHEWINDLOADTRANSFERREDTOTHESUBSTRATEBYTHEANCHORSANDMUSTBEMETTOATTAINTHEFULLMULLIONCAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLEANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THEOPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIONCAPACITY (LBS/FT-) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. w O 2 PRODUCT REVISED as 01 -PIN with the FloridaBuildingCode NOA-No. 17-0630.01 Expiration nate 05126/2021 By Mlaml-9 de Product Contro N ASF No. 58705 •: * - of ATE x t:.IIJ IONAL A. L4KN MILMak,'O.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING x MULLIONDETAILB: MULLION ATTACHED T0,1X BUCKSTRIP TW. ANGioa o PP•RSUBSTRATE, WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 1B13121 STANDARD CLIP SHOWN) BY OTHERS, N OFFSET CLIP SHOWN) EITHER THE STANDARD O - OFFSET MULL a CLIP MAY BE INSTALLED BY _ d a THIS MEm00. ° I I 6 I I I I' I I I 4 A .. e d. d e a f EXTERIOR ° ° MULLION SEE SHEETS 21-2.1 FOR HOLE c LOCATIONS EDGE ea DISTANCE SCREW3 L n <d, 260'MAX FOR ALL MULLIONS 4 a EXTERIOR G THE OFFSET CLIP B RECOMMENDm FOR F61fRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. d e c d° EDGEDISTANCEFOR MASONRYANCHORS SEE NOTE I, SHEET 1. I I ,,,; , k I MIN 7.7 KSI ' •' , I I CONCRETE OR CMU' '''1 EDGE DISTANCE FOR MASONRY I ANCHORS I e d 4 ed a 9 EDGE I pISTANCE, F--I-SEE SEE TABLES 18-138 SIDE VIEW Z WM 7 2 E_ C/ a C Q J W0] ZZ C F -Z Z 9H N LULU V Q Z 0 1— U7 fnZ O Z a p, N U WLU fA nW ZQ e 0 p0 yd. rs Wr O 10 O Y O c Q Z tl Q r- N W Y Od Y TYP. ANCHOR TYP. ANCHOR PER SUBSTRF PER SUBSTRATE SEE TABLES 1 SEE TABLES IS -168 EDOEIENDDISTANCE SEE TABLES BUCKSTRIP / B•1J8 EMBE HENT ANDATTACHMENT y BY OTHERS, SEE NOTE 1, SHEET 1. , SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELOO 114' S.S. AGGREGATOR MASONRY ANCHORS. LYNAI ,, k ; No.58705 p•'sfgrE Ot' r {u S.?/ONAL `. A. LAMILER,EP.E. FL P.E.# 58705 Zi0 s0 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-138 PRODUCT REVISED BUCKSTRIP as complying with the Florida Building Code ANDATTACHMENT BEE Non -No. 17-0630.01 EMBEDMENT' NOTES, SEE NOTE I, Expiration Date 05/26/2021 SHEET 1. By Mlaml-0a roduet Control MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW LYNAI ,, k ; No.58705 p•'sfgrE Ot' r {u S.?/ONAL `. A. LAMILER,EP.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHOD I EXTERIOR EDGE DISTANCE FOR MASONRYANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-138 MW 2.7 KSI CONCRETE OR CMU FRONT VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES iB-13B EDGE DISTANCE FOR YMASONRANCHORS THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR a OTHER FRAME TYPES6 d d Q TYP. ANCHOR PER SUBSTRATE, BUCKSTRIP SEE TABLES 18-138 ANDATTACHMENT BY OTHERS, .. SEE NOTE I, SHEET 1. ' EDGEDISTANCE SEE TABLES MIN 22.7 KSI CONCRETE OR CMU 18438 IDETAILE I .1zsMIN. MULLION TO MULLION y ' INTERSECTION NOTES: 7a U -CLIP) 1) MAY BE INSTALLED IN -TEE' OR'CROSS' o INTERSECTIONS. VARIES 2) MAY BE INSTALLED HORIZONTALLY SHOWN) OR VERTICALLY. I N 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 t; V TOP VIEW FOR CORRESPONDING MULLION. Z ai II MULLION UIW O = VARIES K _ A 03 012STEELSCREWS, SELF-DRILLINGOR PRE-0Rll rG a S MULLION AND USE SMS O W DO O N in MULLION ZLOO O Z Uz m eULINTERSECTIONW_ _Q U -CLIP J .2z EXTERIOR Q Z 2 Z Z Q m 0 Z 00 SEE SHEETS 2183 FOR R F O 90 HOLE LOCATIONS (n 4J FRONT VIEW EDGE ® wDISTANCE SEE 1A& LEB x Q ? ? vQ O g ZmOm0 SIDE VIEW $ $ SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD STANDARD CLIP SHOWN) STRUCTURE TVP. ANCHOR A— PESER SUBSTRATE, E TABLES 18-13B SEE SHEETS 21-23 FORHOLE LOCATIONS 9CODr. R STEEL STUDS THINNER THAN FRONT VIEW GA AND COMPLIANT WITH THE FL BUILDING A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCH OR SFECS EXTERIOR SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILSA-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MUUMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1 /4" S.S. AGGREGATOR MASONRY ANCHORS. s PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam a Product Control T111in,, il/!/ tAY LYNN No. 38705 TATE I- ••,z FS'••R,Z ORIDP,.•'G SZ p1 FL P. 58705 DETAIL F. • FIELD -MODIFIED MULLION CLIP F -CLIP) SEE DETAILS A-0, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 0 0 O O SIDE VIEW 1 SHOWN WITH I'X 4'X.125'. MULLION r2 I EXTERIOR I STANDARD MUWCN CLIP b MODIFIED TO FIT FIELD CONDITIONS. I I I I I I MULLION 0, Q TYP. ANCHOR PER SUBSTRATE. SEE TABLES 11147B INTO WOOD. STEEL. STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED INFIELD. EXTERIOR O EDGEDISTANCEPERANCHOR NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X.125- MULLION. 2) SEE TABLES 1 B -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP ANGLE CLIP) TYP ANCHOR PERSUBSTRATE, SEETABLES 1B -14B 1 2' X 6' X .125' ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL DETAIL H: BAY MULLION INSTALLATION [ ANGLE CLIP) k C U 30' OR 46' Il BAY MULL N i5 L) OI' O z f L w LD w TOP VIEWLLJ m A m U) co LUw Z tD Z TYP. ANCHOR Q I PERSUBSTRATE, () g r = I SEETABLES 168 OR 16B Z 5 . OI EXTERIOR 3 v~j 1Z Q Z 12' X 6'ANGLE CLIP, ~ Z Q O) I 2 PER MULLION END, MUST BE Q Z N TI \ I INSTALLED INSIDE OF BAY MULL. fn I \ OI N oo o z r 4 L Y b W PRODUCT REVISED as com 1 Ing with the Florida Building Cods NOA Io. 17-0630.01 R INTO WOOD, STEEL, ALUM OR MASON511y/ EXTERIOR CI Expiration Date 5/26/2021 wMiam By D Product Contro EDC• ' & lk _ INTO WOOD, STEEL, UM, CMU OR MASONRY 1 EDGE HD DISTANCEPERANCHOR NW N 1111 LLkIr- a NY LYNA, NOTES FOR INSTALLATION OPTION G 8 H: O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 16-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ND. 58709 '.. LOCATIONS. n D ;•/` - 3) DETAIL H: SEE TABLES 15B OR 166 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 7 0 '• V ATE r • LOCATIONS. ORION FI I"/, 0,NAL ENG• ao A. L{WrQIMll.L , P.E. 0 FL P.E.# 58705 TABLE 1A FIGURE 3: SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j 1.000" -- MulOon Ca act Tebla lbs/ft F*-= 0 0 0 2,0))' Opening Width (torverf, ITI-spare mvniols) or Opening Helght(for ho7imrfa9y-spanning mullions) FIGURES: FIGURE 6: Substrate: 50 In 80 N Ra,malglta Traplinarg. R-MMLAa Tr4p/Tdang 70 N Be In Raoiangdar TmplTNang, Recten0ular TnpRdan9. 901n t001n Reelargular Dwartang. Ractangwas Trap70teng. Loading Leading Loading 120 N 140 N fbetan9ula TrapRriang. Rectangular ThofTheng• Loading L.,ing Loading Loading 160 N Rectangger TrLoadng. Lwdhg Lwdng 1 %2x.125 Alum. Tube Loadbrg Loading Loading Loading S ' ' Loading Loading Loading A. ' a ' _ Loading t g Loading Z' .' ' k' ' k' ' v v „ E E' & 3' F 8 8g fig$' agg.. Mullion d g 8$ f 88 3 8 g 8 g i3 c$ cT d 9 6i 8 8 e5 d g• u 3 ES Sg 1STA 2-12' a G_ u_ s ggTlil- rS rs _ g8 pp ¢¢ T111101E6 f 2 s 2 is o3 yy is arc is d fc d`rc 3 5 mg g2 f dC E y , w' sAt dK Esc dK 7 p 1C Ka E d 0.724' Fc 4`K EE dK o ¢ 39u dK 7• 1-y4• 1.3M• 2 1-1f4" 7.7M" 319 42in 111.9 408 129.5 332 93.2 408 115.6 325 79.9 408 107.8 721 69.9 409 104.4 319 62.7 408 141.0 719 55.9 408 101.0 319 2U 46.6 /08 104.0 31.2 372 61.0 719 39.8 408 104.0 2U 28.8 ]12 81.0 31B 2U 3fl0 108 104.0 13.4 712 87.0 2U 48 h 71.9 372 BJ.B 258 824 372 73.4 2S2 53.5 312 87.0 248 48.8 312 55.7 224 39.9 281 B32 248 52.7 222 41.8 712 61.3 2U 37.6 312 81.0 75.5 2B7 50.1 22D 71.9 2B7 49.3 219 2fi.0 281 48.3 219 228 281 49.3 219 20.0 261 49.J 219 50.625N 541n 63.9 281 70.8 52.6 247 57.5 234 53.2 2B1 61S 22B 207 43.9 247 49.8 202 45.8 287 37.8 247 U.8 199 32B 247 41.5 198 29.2 247 39,4 181 20.] 247 38.4 197 219 147 Jfl1 793 18.8 247 38.7 193 18.4 247 38.1 193 C3c 601n 38.4 200 47.2 170 320 200 35.4 168 27.4 200 31.5 163 24.0 200 26.9 160 2t.3 200 27.1 159 78.2 200 258 157 18.0 200 25.0 758 780 log 7801bs J 63 In 33.1 181 35.3 165 27.6 181 30.3 152 27.7 181 26.9 149 20.7 iB1 24.5 146 19.4 181 22.6 1U 16.6 181 21.7 143 760 IN 746 las BBO lba f 66 In In --j 28.8 165 30.6 1{2 24.0 165 28.1 179 120 18.5 139 19.9 118 20.6 185 23.1 136 18.0 TO 15.9 139 77.5 1te 21.0 134 NIA WA WA WA WA 72 761. 222 139 23.3 18.9 125 19.7 109 15.7 125 10.8 707 N!A 3321bs N/A 4731be 170 Iba 227 Ibs 2B0 Poe 1 Amhor! F-Ckp (FW 5): 195 ms 1951be 76 N 17.6 118 18.2 104 135 M 140 it). 1771be N/A WA TY AD'US' TABLE 16 FIGURE 3: SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j 1.000" -- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE F*-= 0 0 0 2,0))' ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: Substrate: 278 Go -t. Anchor CapaCItV Table Ihs 3.5k Caro. H.0- OAU 125' Filled CMU PT Wod Metal Anchor Typa 3/18' Elco LlInton 114• Elco U6mcon ytg popUhroCM Y16' Ebo Uhmon 7p• Eho UBnoon 1M• 56 Eloo AggnGelor 5/16' Elco Lift n 114' Ss ENa AggreGalor 1M0 Slee) 012 Steel #12Std Saleaf (G5) Straw (O5) 9aew (G5) Anchor Cllp Patterns 2-12' 1116' 1" z-1rz" 1" 2-117 2' 3-ifB' 7 448" 0.51' 0.724' Edty Oblence( ): 1' x.112^ 7• 1-y4• 1.3M• 2 1-1f4" 7.7M" 7-114' t -1l4- 1-1/4' 7-7lT 7 13fB' ta/9' terba Emartneot (in7 4.75' Min. O.C. / 3te dad or OBsel pip 0F19. 1): 7-34" 300Ibs 1-3/4• 390 I'a 450 Na 9B0 IW 1844 Na 2701ba 2801bs 9541ba 740 Ica 374 Ma 664 iba 948 Aa 941 6s U2 M B&S Oa 5601bs 1120 Ne2Anohon ® 4 Anctwn®1.78'Min.O.G /SfarMaO lar O(aen (IIP lFi9. 2): 480 IM 7001bs WA WA WA N/A 3801bs WA NIA WA WA NIA 1892 We 6B2b 6'92 6s 885Ibs 1120108 4 Arancre ®J' Mln. O.C. / (2) 2s5 Arab (NPs / (Rg. 3): 780 log 7801bs 900 Iba 15601be im. 5401ba 580 Ws N/A 760 IN 746 las BBO lba NIA NIA 7751bs 2 Anchors C 0.45' Min. O.C. I U -Glp. Into. 125'Alum. (T-19, 4): WA WA NIA WA WA WA WA WA N/A 970 tlu WA 107 Ibs N!A 3321bs N/A 4731be 170 Iba 227 Ibs 2B0 Poe 1 Amhor! F-Ckp (FW 5): 195 ms 1951be 7x51w U5 N 822 es 135 M 140 it). 1771be N/A WA N/A J41 Ib8 U21ba SBO Ric 2 Anobola @ 1.15• MN. O.CJ F -Clip (Fla. 63 iQ ft,s 3501be WA WA WA WA 799 Boa NIA N/A NOT I=! I -Un Inc -1-1 -.1, -,,- ............. .... _. .... _._._ FIGURE 1: FIGURE 2: TABLE NOTES ANCHOR CAF -Cl Op) X ANCHOR CAP.,o,,,- ANCHORCAP.- MULLION CAP.,,,,,,„, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. FIGURE 3: SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j 1.000" -- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE F*-= 0 0 0 2,0))' ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED BLOCK UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 125' CONCRETE (CMU) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" TABLE NOTES ANCHOR CAF -Cl Op) X ANCHOR CAP.,o,,,- ANCHORCAP.- MULLION CAP.,,,,,,„, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j 1.000" -- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,0))' HOLES FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED BLOCK UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 125' CONCRETE (CMU) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-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 VX 2'X.125* MULLION LEAST .125' THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. l PRODUCT REVISED as complying with the Florida Building Code HOA -No. 17-0630.01 Expiration Date 05/26/2021 sy Mlam -0 Product Conlro Ir LICENSE -- /(( %. No. 58705 = 0 STATE F' (V i tCs •'•F OR{DP..•'G• 101VAL ENS A. &NNMIIBLE} P.E. FL P.E.# 58705 TABLE 2A Opening Width (for larticailyspannl mullions) or Opening Height (for horizontalry-6Panning mullioru) 801n 100 h 120 in uD h 1901n 501n 60 in 70in BD n r RedWguI" Trap/Tdag. Ractarg.ar Tnp/rriaro. Restmguler TraprTdWg. %e Wular Trap77nero. Radarowar Trdw TnaW. ROd.,Udar T.prrdarg. Recbngular Trap/Tdaro. Ractarodar 7rap/Tdero. Reclmpo Tn9mlang , 1 2Loadirp LOadlro Loa.ro laadlro Loading Loadiro Loaelrg Lgatlina Loading LIdry Lmdlro Loadaq Laadirg L odi 19 Loadintl Lading Lmdiro Loadlro Alum. Tube _ a n a• r Taii a ',., Mu81ona,a Iffi&' XT 1 c1t a_ a"ffi 1 9 77 afl7 t9a a 617 58.7 aaz 18a9 517 TABLE 28 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000 - 000 - SEE 17: 2.000• a235" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE -TREATED PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' MULLIONYELLOWSOUTHERN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1• X 2X.375* LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Anchor Ca ac Tebk Ibs HolbW CMU MUCMU PT N Metal Slbstate: 271, Comrde 3.51, CWK. 1/4" SS Eloo 5n9' Eleo pto Steel 01812 Steel 7172 Steel AmhmType: Y1V Ebo Ullracm 774' Elco ultmm Y19• Ek. labsaon Y78'EboUtracan 114' Etc. Ultamn AggeGara Uhmm Fflled eGalor Screw (G5) Scraw (GSI Scrvw (G51 Anchor Clip Patterns t' 2-17 1' 2-7/Y 2" 1118• 2' 0.49• 0.51' Edea D'utance Pn} 1'3.118' 2•-0r4• 1.1/d• 1-1H' Y 1-319' 1.VB• wiles Embdmad link 1.Y4• 1-318" t -Y4' 1-Y4' 2 Amnars 0 4.75' Mal. O.C. / Stadatd a O9ed CJI, IFie. 1T 390 Iba 390 are 390 bs NIA NIA WA 9851bsE280 eArellela4Anohan67.75•MiaOG I Stallard(a0meqLTIp(FIV.2T480Iba 700 Iba WA N/A ba 92BEIbs 1BD2 ma BB21ba 8851W8 3' Mln. O.C. / (212eS Anela qIW / (Fq. 3k 780 Ws 78DOM 19891N 5401ba 500 Ibs NIA800 WA WA WA WA WA WA WA n WA WA WA N/A NIA 932 bs 473118 170 mt21-haa B221Ds 735 ®s 1401ba 7771ba 3701bs 1W Wa WA WA 941 Ibe 442 Ib. 61.15'MIn. O.C./ F -Clip (Ftp, 9): 240 lbs 3501bc N/A WA 1901as WA N7A N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 1 11 11 0 101• FIGURE 3: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000 - 000 - SEE 17: 2.000• a235" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE -TREATED PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' MULLIONYELLOWSOUTHERN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1• X 2X.375* LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND125• THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 4NCHUR CAYA[:11 T AUJUJ I MCn 1 r V nwi V fin. DP—) X (ANCHOR CAP.,, _ ANCHOR CAR— MULLION CAP.,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 25 FOR INFORMATION ON LOADING. 1.000 - 000 - SEE SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000• a235" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE -TREATED PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' MULLIONYELLOWSOUTHERN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1• X 2X.375* LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND125• THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. N PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Dat.05/26/2021 tJY LYryN 'i 0, STATE F ••((y S10NAL S ` A. LYNI IMILLER, P.E. FL P.E.# 58705 FIGURE 1: FIGURE 2: e0 Q TABLE NOTES: " 1.000- 1) 000' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23, 2.760" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 376• 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 6083 -TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1' X 2.75" X .375 MULLION LEAST ,125 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 00MID PRODUCT REVISED as complying with the Florida Onllding Code OA -Me. 17.0630.01 Expiration Data 05/26/2021 By Miami -Dail roduct ontro 11111111/ No. 58705 • O QTEV-7 • •( V G C ONAL Nol' A. N14 MILVER, P.E. FL P.E.# 58705 FIGURE 3: 17: ANGLE CLIP MUST BE USED W PAIRS. FIGURE 4: FIGURE 5: FIGURE (3: M1*6 rf:;::s TABLE NOTES: " 1.000- 1) 000' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23, 2.760" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 376• 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 6083 -TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1' X 2.75" X .375 MULLION LEAST ,125 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 00MID PRODUCT REVISED as complying with the Florida Onllding Code OA -Me. 17.0630.01 Expiration Data 05/26/2021 By Miami -Dail roduct ontro 11111111/ No. 58705 • O QTEV-7 • •( V G C ONAL Nol' A. N14 MILVER, P.E. FL P.E.# 58705 TABLE 4A e e Mullion Ca as Table IbslRa ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: a FIGURE 6: Opening Width (for teNcalty-sparwil mtllion9) or Opening Haight (for hodz0rtakspamirp mWiom) eom 70 in 80 In Goin 100 in 12oN 140 in 1601. 50 in TrapTdan9. Rectangular Teprildaro R.0-gd.r TrWTd g. Raetaigdar TMO7T 170 Rectangular Traplldang. Rectangular T O7Tnan9. RaotanlMar TraprTdarg, Raoading TapRdang. L.fdkV Loading Leading Lowing etRaoadiigar TrLoadinng. Loading lasing 1 X 2.76X RectangularLoading Loading Lowing Loading LoedmO Loading Lead np Loading Loading Loafing Loadnp Loading 650 Alum: Tube Mu10on. S -s ,-. R=. a- B u 0' a _. Ug aR g u v v u v v oe Tw 3' ef v g o6€"sSf£e4 uo u ua v o o ci v vrPau ya sS drc i$ d err 888 170.0 506 170.0 992 170.0 510 170.0 1118 770.0 521 170.0 1210 170.0 521 179,0 1488 770.0 521 158.7 1820 170.0 521 138.6 1810 770.0 52142N170.0 631 170.0 435 170.0 744 170.0 478 170.0 630 170.0 1133 170.0 801 170.0 1275 170.0 67T 170.0 1417 170.0 880 141.7 1417 170.0 580 121.5 7117 770.0 880 108.7 1411 110.0 88048in170.0 708 170.11 624 170.0 850 170.0 504 831 170.0 902 170.0 770.0 7049 770.0 684 170.0 1195 170.0 723 1828 1256 170.0 747 146.3 1288 170.0 758 /21A 7188 170.0 758 101.5 1288 170.0 i5B 81.{ 1288 170.0 756 50,8251. 1740 747 170.0 563 770.0 BB8 1740 170.0 1116 170.0 754 150.7 1130 170.0 803 133.8 1130 170.0 837 120.8 1130 170.0 658 1005 1730 170.0 861 88.1 1130 170.0 BB1 75.3 1130 170.0 88151in170.0 787 170.0 612 170.0 956 170.0 891 97.6 815 123.0 728 87.9 075 118.5 720 73.2 015 114.4 715 62.8 BIS 111.4 715 54.8 015 114.1 71580In170.0 885 170.0 701 146.5 945 162.3 781 125.5 915 t4/.5 748 109.8 915 1323 735 541 K10 94.1 610 47.4 830 81.1 840 63N 751.8 630 181.9 710 126.5 030 778.9 891 106.5 830 123.2 601 94.0 830 1122 870 81.4 830 104.8 882 75.9 830 118.! 850 87.3 070 94.5 8{9 757 781 591140.0 650 110.0 757 118.8 838 94.3 757 105.8 fi24 tQ.3 757 86.1 BM 73.4 757 68.1 008 86A 757 61.2 0011 66.0 757 79.0 583 172 757 78.2 501 4t.3BBN132176753083.8 838 72.2 521 58.5 638 68.5 514 50.9 838 a23 500 42.1 636 571 500 38,3 678 65.3 487 31.8 838 551 197e721. 101.7 078 100.8 552 84.8 038 91.0 540 72.7 630 80.1 571 65.5 484 43.2 71 51.6 459 35.0 371 Q.O 451 30.9 571 14.8 M7 27.0 571 M.6 448 Toi 845 671 90A 498 72.1 571 78.6 498 6 . 571 67.4 479 54.1 571 80.8 471 4a0 47.5 437 33.3 512 42.0 928 28.0 5{2 40.6 425 25.0 5125 761. 80.0 Stl 67.1 474 68.7 512 70.8 405 57.1 542 82.1 450 50.0 542 55.7 419 14.1 512 51.0 442 40.0 542 21.1 371 19.3 107 23.0 31052.1 107 53.7 301 47.4 107 !SA 355 371 107 38,8 319 725 407 35.3 317 280 407 321 738 28.0 107 2BA 33! 21.7 407 28.1 327 18.6 107BOIn 320 75.8 358 371 31! 30.7 358 32.1 309 28.8 358 26.8 304 23.8 358 25.1 300 21.5 356 24.0 298 17.9 358 21.0 289 15.3 358 101 281961. 42.9 756 14.1 30.9 255 25.1 283 25.9 2S1 21.5 283 22.5 247 18,8 297 18.9 214 18.7 183 78.0 240 15,1 281 18.5 2371081, 1111. 30.1 27.8 283 267 28.7 242 23.1 287 23.6 278 18.8 287 20.8 235 17.7 2117 18.3 231 15.4 207 16.5 226 f201n 22.D 229 22.3 209 18.3 228 18.8 205 15.7 228 16.2 2D2 AI WTYKI W16 -EI -1.11I.- I V4" Ela. UDneon Anchor C 9p Patterns 2 Anchors @ 1 15" MI O CJ FCDP (Flg. 571 [num oaa ma I "•_ -•- .- , FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE FIGURE 1: FIGURE 2: e e e FIGURE 3: e e e ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 3/16" Elea Ueaeolr 14- IW Eta U!".. 1Aaa GelorI Unraeon ISSEleo51WElealAggBmGetorIScraw10*18-IGS CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: Of?„,) 7( / ANCHOR CAP.,,,,,,,,, z ANCHORCAP.- MULLION CAP, - USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 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 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. GI bi 5 00 z N s L) o to Ln W w o LU W J to xg H PRODUCT REVISED as complylndwith the Florida Building Coe NOA-No. 77-0630.01 Expiration Date 05/26/2027 1%1111,171 LICENSE'• No.58705 moi 5.• S ATE O F ''•FC ORIOP,.•' 1ENG` A- LY)JNI MILLER, P.E. FL P.E.# 58705 TABLE 5A FIGURE 3: Lq G x i W o O mo Mullion Capacity Table bsHt' e r-*==,* ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4. FIGURES: OpeningWidth (for a3rticatkpspaming mtlliom) or Oparting Haight (for horizoraa*sPanrdrg mullions) U U[7;:] 0 FF7;7 70 in Solo BOIn 100 in 12D in 140M 160M 501n Rztan9ala TrapRden9- BOM RedanOular 71aWTrlenO. RedenW[. T1WThag. Redang4.r TreWTdan9 Rectangular Tnapl7d.g. Rectangular TnWTdang• LundMg R.-WRAnr TIWTdanB. LoedM9 Loafing pederg9l.r Trap'idvrg Rederguler Tre,JTdang. Lwdrg Lwdng Loafing Leafing 1"X 3.125" X U dnO Loading Lwdn9 Lwdng Loadng Loading Loedn9 Laxdng Loadrg L98dlrg Loadng r n r r r t >u t p^ F600, Atum Tube MuO5 2> x r Z r _ ^ Qs@ R a8 8 e @ oa op u ff u 89 gB ug u bu1-1. b55 t6 z 1- 0, TiRI-1-i T-O u u g u uB IFb rc s ¢rc o. dzSc 170.0 506 170-D 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 321 170.0 1488 170.0 21 170.0 1735 170.0 521 154.4 1802 770.0 52142in620170.0 435 170.0 744 170.0 476 584 17MO 868 170.0 882 170.0 630 170.0 1173 170.0 651 170.0 1275 17D.0 511 170.0 1417 170,0 600 157.7 1571 170.0 e60 135.1 1577 170.0 880 1788 1577 170.0 680 481n 708 170.0 524 1709 850 170.0 170.0 896 170,0 831 770.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170-0 1494 17D.0 756 141.7 1495 170.0 758 121.5 1495 17D.0 758 108.3 1495 170.0 75650.8251n 747 170.0 683 111fi 170.0 754 170.0 1275 17D.0 8113 166.1 14D1 170.0 837 148,3 1401 170A 856 124.8 1401 770.0 a67 106.8 1401 179.D flet 93. 4 1401 170.0 887797170.0 812 170.0 856 170.0 891 1063 170.0 797 110.0 158.5 1156 170.D 578 138.7 1156 187.0 028 123.3 1156 156.3 017 111.0 1156 148.7 810 92.5 1158 144.5 803 78. 3 1158 141.5 003 89.4 1156 144.5 910303917D.D 701 745 170.0 759.8 1049 170.0 850 137.0 1049 155.5 Bog 119.8 1040 141.7 846 106.5 1D49 132,0 836 858 1049 123.5 528 78.8 1048 118.3 8210 58. 5 1049 118.9 1119 59.9 1049 118,9 819 L rZ 870 770.0 170.0 789 1189 -955 151.3 804 119.1 055 173.7 788 101.2 855 1219 775 82. 8 055 112.8 785 83. 4 855 tO6A 757 69.5 955 10.8 719 68. 8 955 88. 7 748 fi21 853 86.7 748 pt c 955jT17 107.0 803 774.8 882 91.8 803 107.1 870 HD.3 803 91.2 859 7tA 803 83. 0 819 84. 2 003 78.8 842 53.5 603 72.2 632 45.9 803 69.8 625 401 8 88. 827 j 807 134.9 697 605 88.3 721 78.5 585 fi0. 7 721 70.1 588 54. 8 721 854 578 45.5 tt1 58.4 509 38.0 721 50.8 564 3/.1 72f 58.1 SB3S721114.1 629 81. 0 721 W.0 818 70.0 721 85.1 84.4 558 50.5 eB4 S9.B 551 21 881 54.1 641 38.1 654 51.3 536 31. 6 881 1 50. 6 534 78M 6& 1054 599 e1. 2 684 899 587 722 884 76.4 57e 631 684 70.{ 567 58.7 684 57. 3 421 279 514 37.0 412 21.5 514 30.4 408 70. 9 871 29.0 4W BOM 574 87.9 /58 54. 5 514 57.9 448 47.0 614 $0, 0 440 41.1 514 44. 8 433 385 514 40.5 427 32.8 614 452 47.0 396 38. 7 452 40. 9 380 33.0 452 384 354 301 452 32.9 W. 27.1 452 30, 3 373 22.0 452 28,6 385 189 452 243 339 1SB 452 228 3559fiIn45255.7 404 452 312 238 357 25.2 308 21.1 357 22. 7 303 18.0 367 20.e 299 159 357 10. 0 293 198 757 18.2 287 11. 9 J57 15,0 281 108 h 357 38.9 322 31.7 S57 32.7 377 27. 2 357 259 338 20.8 288 iT.fi 138 19. 0 28! 14.8 338 18.5 27e 125 378 11.a 273 11. 0 338 13,8 269 111 M 338 35.8 308 282 378 70.1 301 25.0 338 28.1 288 21.9 338 23. 1 292 19.8 tI. B 248 11.6 284 i2.6 210 9. B 289 11. 4 238 0. 7 288 109 23272D -in 27.7 289 282 263 231 290 23. 7 259 19. 8 289 20.5 235 17. 3 289 18. 1 252 15.4 289 18,3 248 17.0 289 IAtiLt Sts Anchor C2 ae Table(lbs S1M39ate 2. 74 CG'clde 35k CGtc. Halon CMU F9kO CMU PT W000 MNa 5' 16'Eleo v{"SS FYo 518•t]to "'ss. 810 Sted :n2 Steel Mt2 Steel Anular type S16'EICO UOr¢at 94'F1toUp18[en llttfdtw 37EEIto UOtaon 1/4•FYoun2ton A99eGanr U., Ag;,-' ar S.(G5)Suety (GS) Scrav(G6) Anchor Clip Patterns vnrr r 2-v1 r I - r 0.48• 1 0.W _ 0,32e FIGURE 1: FIGURE 2: 7 11 MFUT F IRMDLA CAP.,, ppNW) X ) :ANCHOR CAP.., MULLIOANCHOR USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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. i THE STANDARD CLIP. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2- 4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED a-s, CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED T YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 7' X 3. 125•X.5" MULLION THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT ( I- VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S. S. OR 410 S. S. E C Q W LLO QY u N U 0 U)` ama LUW z w W o = Ca j Cn O UJO N K m to W z Ug m S a FIGURE 3: Lq G x i W o O mo e r-*==,* ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4. FIGURES: FIGURE 6: U U[7;:] 0 FF7;7 MFUT F IRMDLA CAP.,, ppNW) X ) :ANCHOR CAP.., MULLIOANCHOR USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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. i THE STANDARD CLIP. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2- 4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED a- s, CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED T YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 7' X 3.125•X.5" MULLION THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT ( I- VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & # 12 ANCHORS INTO WOOD MAY BE STEEL, 18- 8 S.S. OR 410 S. S. E C Q W LLO QY u N U 0 U)` ama LUW z w W o = Ca j Cn O UJO N K m to W z Ug m S a inQ Lq G x i W o O mo M to to U x 0 0z g m0 0 g- y PRODUCT REVISED asFo.ftlrig with the Florida Building Code NDA -No. 17-0630.01 Expiration Date 05/26/2021 Y Ly NO -58705 • 7? 7k - SATE 101VAL A. LTNNIMIULEA, P. E. FL P.E.# 58705 TABLE 6A 2.7k Canorde Anehor Ca ael Table Iia 3.9k Coro. H.1- CMU ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIAed CMU PT Wood Meld A.&. Typo 7/16' El- latmoa 114 Eko Un- 5116' I3coUlbac.n Mulllan Capacity Table (Ibs1R") 174" Elba Ultracal 114' SS Ek9 AOgmGatu 5/14' Elco 114" SS Eko Ultrecon A00reOator 010 6ted 8 - (GS) 072 6tael 012 &ted 801504 (05) Screw (GS) Anchor Clip Patterns Opening Width (forver9ra"panNng munions) oropening Height (for hDftDr9ely-9pe1ni7g millions) 2.112• 3-1I8' 1" 2.1/7 so in 60 In 701n BO in 1 901. 100 in 1201n 1401n 1601n 0.54' Rectangular TrepRdeng. R-WVWv TrayTdarg. R.ctangdsr NWar Tlap,7,k g, RC1,11 711 Trap7Tdeg. RedanyBer heprrdmg. Loading Recha Wlar Trap7Tnan9. Ract>gWr Trap/Tda,p. R.dan9War TrWMn9. Ldadn9 Wed9p Loedirg Loading Lssdng Lading 1 X 4x.120 Loading W dn9 Lading Loading Waft .dne LbadFa Lading Wadi Loading 1-1/4' I -IM, a on 1-1 k' 1-Ile4111 5 g" 7 1978' 1918" 1BCIe5 Embed.ed MY 7-3/4' 244.445 4.75 Mtn. O.C.7 Standard a' 00set CWp lFip. 182K 3901ba 1.314' 390111. ID 8901b. 1944 Ina 2801bs 354 as 740 Ibs ale WOOS 946 •5 311 Iia 442 lb- 660 IN 5 5O ¢ d 5c daY G 2 gZ ad 2 <W M dCf 542 952 Ib. WA SBO Ib. d 170.0 435 170.0 744 170.0 478 1700 868 992 170.0[170,1100 1116 170.0 621 170.0 1240 170.0 621 170,0 1188 170.0 521 1{5.6 H89 170.0 521 177.8 1169 170.0 627 in 170.0 820 708 170.0 524 170.0 650 1700 581 170.0 992 170.0 630 170.0 1133 170.00.0 1275 170.0 677 156.3 1303 770.0 680 130.7 1303 170.0 680 111.7 1303 170.0 660 97.7 1303 170.0 NO4ain170.0 506251n 170.0 747 170.0 58.1 170.0 686 170.0 631 170,0 1046 170.0 664 170.0 1195 170.06.1 1235 170.0 747 140.5 1275 170.0 736 117.1 1235 170.0 756 100.4 1235 170.0 758 87.8 1236 170.0 768 WA WA 797 170.0 612 170.0 058 170.0 891 170.0 1116 170.0 754 154.4 line 170.072 1158 170.0 637 123.6 1158 170.0 658 102.9 1158 170,0 881 BB.2 1158 170,0 661 77.2 1108 770.0 68164F170.0 585 170.0 170.0 797701166. 7f647 142.9 1042 161.1 832 125.1 1042 146.7112 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 725.1 782 ]1.3 1042 125.1 7ffi 825 1042 125.1 7826015110.0 170.0 745 151.2 167.6 918 129.6 992 144.4 799 113.4 992 131.00.5 992 121.4 768 00.7 882 714.5 756 76.6 992 108.4 746 84.8 992 108.0 744 58.7 992 1060 7446315170.0 930 947 170.0 789 137,8 148.0 768 718,1 !447 130.3 788 103.4 947 117.71.9 947 109.7 738 8.7 947 1022 7IT 88.9 947 05.1 713 59.1 9/T 94.0 711 51.7 847 04.0 711681. C 1854 849 142.7 737 1132 121.6 722 97.0 849 108.9 708 84.9 449 96.45.6 569 6B.T 666 87,9 649 82.7 875 66.8 849' 75.3 659 48.5 Bog 72.6 652 42.6 649 72.4 65172F135.9 WA 1026 652 82.5 762 90.0 690 722 762 80.94.2 762 71.2 620 57.8 752 69.2 613 48.7 782 62.6 602 41.3 762 59.9 597 36.178 WA 76 in 115.6 762 120.7 665 06.3 609 66.8 724 74.4 94 72/ 8e.1 591 634 724 63.4 503 44.5 724 87.3 573 362 724 54.3 567 73.4 724 57.6 555 F 108.8 TZ4 111.4 634 89.0 046 621 76.3 724 82.9 543 42.8 452 34.8 543 39.5 446 29.0 543 34.9 438 24.0 543 321 430 21.7 513 30.7 42690F69.0 543 71,8 4e7 60.0 643 60.7 174 49.7 643 52.9 466 13.6 643 47.1 458 38.9 4 Ancha. ® 1.15' MF. O.C./ FCI'p (Fig. 9F 480111. 1001s WA NIA WA r• . Tuv 58.9 427 47.8 476 19.7 419 40.9 476 432 412 35.8 470 38.5 40e 31.8 478 34.8 400 267 478 32.0 396 77.8 478 28.1 388 20.6 478 25.8 380 17.9 176 N.2 J76961157.3 470 341 33.3 377 34.6 335 26.8 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 18.8 7TT 19.0 310 144 177 17.1 3041081n 111 F 40.3 37.1 377 41.1 357 37.8 327 30.9 757 31.8 378 26.5 357 27.8 313 23.2 367 244 309 20.8 351 22.0 305 18.5 357 20.1 301 154 357 17.1 294 120 h 29.3 306 79.8 279 24.3 108 25.7 274 21.0 308 21.7 210 18.3 308 192 267 19.3 308 17.3 763 144 F 17.0 212 17.2 1186 TABLE 68 Su041rate: 2.7k Canorde Anehor Ca ael Table Iia 3.9k Coro. H.1- CMU ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIAed CMU PT Wood Meld A.&. Typo 7/16' El- latmoa 114 Eko Un- 5116' I3coUlbac.n yto-Elco Ulbabon 174" Elba Ultracal 114' SS Ek9 AOgmGatu 5/14' Elco 114" SS Eko Ultrecon A00reOator 010 6ted 8 - (GS) 072 6tael 012 &ted 801504 (05) Screw (GS) Anchor Clip Patterns 2.112• 3-1I8' 1" 2.1/7 1' 2-f/2" T 3.716" Y 0.48" 0.54' 0.324 Edg. DI.M.. Onp i- 2-112' P 1-314' 2' 1-1/4' I -IM, i-173' 1-1 k' 1-Ile4111 14f4' 7 1978' 1918" 1BCIe5 Embed.ed MY 7-3/4' 244.445 4.75 Mtn. O.C.7 Standard a' 00set CWp lFip. 182K 3901ba 1.314' 390111. y4" 4501bs 8901b. 1944 Ina 270 lb e 2801bs 354 as 740 Ibs J7111s WOOS 946 •5 311 Iia 442 lb- 660 IN X 4 Anotan 2.25'MI5.O.C./SMrtlad (orObN)Cllp (Ftp. 3Y 700 Fbs 7009. 380 W. 14101os 952 Ib. WA SBO Ib. NIA 690 Ms W0. 8801W WA b921bs 6651115 11201115 22/01b. S Aronon 1.15'MF,O,C./ 8Wndard(br O9ae1)CWp(Fg.47. 860ib. 0018. WA WA WA WA 76D Ib. WA WA WA WA WA 176J In. 1770•. 4 AnbMrs®3"MIS. O.C.!(2) 2X5 Angle Cllp./(FIB. S): 780 as 71101W 680 IN 158095 1898 ibs 640111. 5fi01ba WA 7fi01ba 746 ft BBO 7115 185IG 082111. 8851116 17201115 ks 8 An.Mrs ®3" Mln. O.C. f j1) 215 An01. COIn / (Fg. 6): 71701bs 117016. f 0201bs 2340115 284410. 8101bs 8401b. NIA 14018e 1151115 1320 lb. 2838 Ibs 10221n 1127 1a 1680 4 Arcb-@0.45" MF. D.C. I UiBP, Into .125"Alum. IFg. 7): WA WA WA WA WA WA WA NIA WA N/A NIA WA WA WA 1430®a 680111. 2 AncMN ®2.M- Mn. O.C.I F(3ip IFk. B): 3501115 150 b 290 tl>s M5 lbs 475 Ib. WA 280Ibe WA 315 A. NIA a lba WA 341 IM 442 fl. IM 1120 Wa 4 Ancha. ® 1.15' MF. O.C./ FCI'p (Fig. 9F 480111. 1001s WA NIA WA r• . Tuv WA rnarnnon 360 IN n m WA WA N!A N. WA 602111. I ON NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI 1 ERN AND ANCHORVA FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURES: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES TMENT FORMULA: ANCHOR CAP.,eo USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 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 6063-T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 1.000- 4.000" 125' 1"X 4" X.125" MULLION PRODUCT REVISED as complying with the Florida BWlding Cod• OA -Mo. 17-0630.01 Expiration Date 05126/2021 LYN1y'% No.58705 SATE F t ' • (4jj S'ONAL EN ` A. ti`CNIMILLII , P.E. FL P.E.# 58705 LU W n 7 F - IADLG /h Mullion Capacity Table (Ibslilr) Anchor capacity Table[lbs) Openlrg Width(tore it py-sparring mlIIions) or Opening Height(for hand rdah"panning mullions) 501n 601n 701. 60 M g0 M 1001. 120 In 1401n 1601n SuMoale RectangJar Trap/Tdano. Rectorial. Trep/Tdang. RactanauWr Tlap'Triang. Rectangular Trap/Tdno. Rectangular Tr*Tnang. Rectangular Tnp/Tdarg. Reeteng" Trap/Tdang. Reclarlgldar Tnp/fnazp. RectanWlar TnprTdang. Leading trading Lealfing Loading Loading Lading trading Loading Leading Loading Lading 1 x4x.375 Lading Lowing Loading Lowing LadlnO Loading Loadng Alum. Tube o a ,• Mug 3.9h Cnnc. 1 9 a a a 3 4 LIM, a S 8 gab 3 IiS1sBS $ € ar S ¢S t$ 6 fi3 s. & 5 8 a 's a "arc z'° Vi5Ls lI@@ i s tf ic" sc 3 d`e s d rc a is rc 916" Ek. TABLE 78 Anchor capacity Table[lbs) SuMoale 2.7k Concrete 3.9h Cnnc. 1 1-10110. CMU Filled CMU I PT Vwwd Metal 916" Ek. Ile 55 EW 5116" Elco 1/4' SS Elco 10 Sled 12 Steel 12 Sled AndwrTypo' 3178' Eldo Una -114' Eko Uilreoa NberAn 3116" Eko UNacon 1/4' Eli, Ulhaeon Agglar3alor Uhrecon AggfeGakr ScreN (GS) Screw (G5) Screw (G5) Anchor Clip Patterns 2' 054' 0.924" Edge Usha. (m71' St/B' EmtIrnem dnj 1 V4" 7-Y4" 1-3/1' 1-3b" Y MW 1-1A' 7-1/4• 1 -lie 1-Ij 1-111' 21 1-38' 7-318' Ierles 2 Anchors Q 4.75' Mln. O.C. / Standard W (Meet Clip (Fig. 1&2): 3901bs 3901ba 450 !be ago ft 18441" 2701. 2801a 3541M 740 ft 3741" 6641" 9461" 3411b. 4421. 5601bs 4 Arlchws 225' Mia G.L. / SleMaro (or Oriel) Cllp fflp. 3p 7001ba 7W Ibs SBO lbs 14101" 952 Bs NfA 560Iba N/A 8901bs WA 8801" WA 6821. 8&5la 1110 Ida BAnchors 1.15' Mia O.G. / Stentltad 1L 2c2 Cllp (Fig, 4j 0t101ba 141k1 iba WA WA WA N/A 7601" N/A WA N/A N/A WA 1383 0# 7Tn1I" 2140 ea 4 Anohors ®7' Mln. O.C. I (2)1x5 Angle GIp6 / lFip. 5j 7601" 7801. 660 Ica 15601" 16881. 640 lbe 560 9n N/A 71701. 7481M 8601" 18921" 662 gm 8851" 1120 ]be 6 Anchors Q9 5 Mln. O.C. / (?) 2x5 Arple pips / (Fig. Bt 11701. 170 1a 1020 his 23401. 2844 1. 810 6u 6401. N/A 71401. 1122 Nis im ite 28381. 1022 the 1327 Ibs 1690 be 4 Anchors C 0.45" Min. O.C. I UG1ip, Into.125"AWn (Fig. ft WA WA WA WA WA N/A WA N/A N/A WA NG WA WA N/A 1d301ha 2 AncOae 0 225 Mtn. O.CJ F -Cap I- 6):I 3501te 3501" 2901ba 7051" 476 ms N/A 200 The NIA 3151bs WA 410Iba WA MI it. 4421. 6601ba 4 AMMIS L9 7.15 Mm. O,U Flap (F®. et dB01bs 7001" WA WA NIA T" nN/ A ,^ 1 380 IM^ WA WA WA N/A WA 662 ibs 8851" 71201" NU It: runt I---1- - c.ur, - „-.,.., _. ..-...._.... _..-. ----- - FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIG URE8: FIGURE9: FIGURE 5: FIGURES: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. AN4:KUK UAVAW 1 T AUJYD I Mery r ` Mrurtmva- ea: OP..) X (ANCHOR CAP.,,",,,,", _ANCHOR CAP.,o ULLION CAP.,,,,,,.,,., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 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 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. 1 1.000" -- PRODUCT REVISED as comp)ying with that Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYN1v CEN '49 Pa,, L1 SF No.58705 •• 5 ATE F : (V 375' %S •'•:cCORID.P.••'G\7 0 E \\ I'X4'X.376' '/A S NM141020. P.E. MULLION FL P.E.# 58705 I r.o r= ort FIGURE 2: FIGURE 3: ANGLE CUP MUST 0 ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: AnchorCapacity Teale(]be) Mullion Capacity Table IbsRt2 SDMVaIe: 278 Cele Stir COIIC. I HWI_CNU Opening yWdth (for velvrafiyapardng mutions) or Opening Height (for hodmrtelly 3perrvng mullions) Meta 60 In 5"E"V4•SS5"" 601n TO In 801n EW 015'16•Elco 901n 1001n 1201n 1401. WIG' Uco Unum 1601n Uft-n eO Gular TrapRdeng, Reclmguar. TraprNntg. RectergWer TmplTn g. Ra tanAWsr TtaplydanB. Rectangular TraprM.M. R.d_`UNr T.PlTdai9 Reefangubr Rapfrdang. ReetanB A. Tap7rderg. Rectangular BlepRrlan9. Laadln0 Loadirg125"x Laedn9 LOadInO LaadnO 1.oadn9 Lo,drg L0edn9 Loading LAedln9 L_.0 Loacin9 L°adrg Loading towing Loadng Lnadng Laading 13/4' 265' Alum 1374' r v ... 7-1/4" x r 8S.>S8 r € b' v' n :Z' ' _ F x k• .' . ' 2 Ancn= ® 473' LIM O.C. / Sig. o OIISe1 Clip (Fla 1): 390 bs lube Mullgd8 17 5 S dTTSa S B3 6fi s: 63 Sa be c S= S 8- S 6R 5Is 374 OCs 6641[8 Oa610s 317 los 442 b 560 IM 4 AMhO @ 1.16" Min. O.C.1 Staid340 (a or -o cup (Fig 2,: 40D IDS 7000S NIA WA NIA N/A 380 Im NIA WA is f E dZ WA 692144 8B5 Its t12161s 4 AM W. @ r MM. 0 C. / (1) 275 Ar9L CAPS 1099. 3): 750 IDS 780 is 680Ibs 1560 bs 1876169 640103 5F'0IM N/A c dK c 0: Sc dd d 0: i K 2101 BBS b 1120 M 4AMWn®0.45'441.. O.C.lUCIIp. IMo.t26'Alum (F194y NIA WA 42 in 0.0 620 170.0 435 170.0 744 170.0 478 170.0 We 170.0 506 170.0 992 1TO.D 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 145 m 481. 170.0 TD8 170.0 624 170.0 660 170.0 584 170.0 992 110.0 630 170.0 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170.0 680 154.11 1545 170.0 680 132.7 1545 170.0 680 118,1 1518 170.0 880 1Uq 50.825 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 681 170.0 1795 170.0 723 170.0 1345 170.0 747 167,0 1468 170.0 758 139.2 1468 170.0 755 119.1 1488 170.0 756 1D4.4 1468 170.0 758 64 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170,0 764 170.0 1278 170.0 8D3 163.1 1376 170.0 837 148.8 1378 170.D 856 122.3 1376 1700 861 104.8 1376 170.0 561 91.7 1378 170.0 061 17(1.0 885 170.0 701 170.0 1063 17D.0 797 158.9 1158 170.0 875 139.0 1135 ICA SW 123,6 1156 150.8 919 1112 115a 150.0 912 92.7 1158 144.8 005 79.4 1156 144.8 905 60,5 1158 144.8 9D5 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 100.7 1051 132.3 937 96.1 1051 125.7 530 80.1 1051 119.5 822 66,8 1051 119.1 627 80.0 1051 119.1 021 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.6 787 83.6 957 106.6 759 69.8 957 100.0 750 50.7 967 98.9 749 52.2 957 OR 748 128.7 601 134.2 698 707.3 801 1152 884 111.9 804 701.3 671 50.4 801 91.4 660 71.5 804 84.1 650 64.4 1104 76.8 613 53.8 804 723 873 48.0 004 69.8 629 402 804 811.0 628 109.4 114.4 630 912 722 972 618 782 722 85.3 508 68.4 722 76.7 5% 60.8 722 70.3 $80 64.7 722 65.5 68043.6 722 59.5 570 39.1 722 SB.7 565 34.2 777 662 667 101.2683 106.8600 114.4 685 89.5 589 723 M 76.5 577 67.3 685 70.5 568 69.2 655 84.5 560 0.6 685 60.1 553 422 885 64,3 643 36.2 685 61A 537 31.860.5 50.7 776I65.9 515 88.0 457 54.9 S15 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.8 429 33.0 613 37.4 422 27.5 515 33.1 413 23.5 615 305 407 m.6 515 29.1 404 54.3 453 55.9 404 45.3 453 47.1 307 36.8 453 41.0 391 33.1) 453 36.4 385 30.2 453 33.0 379 272 453 30.4 374 22.0 453 26.6 366 19.4 453 24.3380 17.0 153 22.9 356 311.1358 39.0 323 31.8 358 32.8 718 27.2 358 28.4 313 23.6 359 25.2 308 212 358 22.7 304 19.1 me 20.6 300 15.9 355 36.1 338 35.8 306 20.3 336 30.1 301 25.1 338 261 297 22.0 336 231 203378 19.1 285 27.8 290 26.3 264 23.2 290 23.8 260 19.0 290 m.e 258 17.4 290 182 253 15.4. 111.1 201 16.7 186 D! C 813 FIGURE 7: FIGURE 2: FIGURE 3: ANGLE CUP MUST 0 ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: AnchorCapacity Teale(]be) SDMVaIe: 278 Cele Stir COIIC. I HWI_CNU F9led CMU PTWo00 Meta 5"E"V4•SS5"" EW 015'16•Elco V4•SSEIc° 810SIa8 6125tee1 012 SI -1 AnchorClip Pettema ' WIG' Uco Unum 1rr EkoUIUBCOn Uft-n G- 1/r EkOUaxon AgVIGaor Utlac on AggreGan SH (GS)SCrpl(Go7 Sc PSI Eoge gstarce llaj 1• 2 -ill 1" 2-12' 31/8" i' 2•V2' 1• 2-1/2' T 3.vir T 0.40' O.Sr 0.320 EmCednmt n: 13/4' 13'r 1374' 73x4" 2' 1-114• 1-1Ir 7-1/4" 7-V 4' 7-1/4' 1-f/r 2' 7-38• 18/5' Cedes 2 Ancn= ® 473' LIM O.C. / Sig. o OIISe1 Clip (Fla 1): 390 bs 390 to 4501he MO IG 7674106 270 8n 2W Its 350 ns 740106 374 OCs 6641[8 Oa610s 317 los 442 b 560 IM 4 AMhO @ 1.16" Min. O.C.1 Staid340 (a or -o cup (Fig 2,: 40D IDS 7000S NIA WA NIA N/A 380 Im NIA WA NIA WA WA 692144 8B5 Its t12161s 4 AM W. @ r MM. 0 C. / (1) 275 Ar9L CAPS 1099. 3): 750 IDS 780 is 680Ibs 1560 bs 1876169 640103 5F'0IM N/A 760144 748104 880105 7092 b 2101 BBS b 1120 M 4AMWn®0.45'441.. O.C.lUCIIp. IMo.t26'Alum (F194y NIA WA WA WA N/A NIA WA NIA WA N/A N/A WA NIA WA 1430 Os 1 AM Wr / FLIP (Fig 5k 795 DS 145 m 75144 41510+ . 822 Wt 186106 1401°8 117106 370156 187 816 332 IDS 479105 170 b 221 We 250 IDs 2 mcC (4 116- MIM O.C.f FCllp 9g 6): 2 104 311 b NlA WA 1Uq IJ/A IRO Sa NIA WA WA WA WA 341 b 442 W 560 b NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 7: FIGURE 2: FIGURE 3: ANGLE CUP MUST 0 ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURER: TABLE NOTES ANUHUH UAYAtAI T AMJl1J 1 MGN I IV -- DR_) X `ANCHOR CAP.,m,,,•, ANCHORCAP... MULLION CAP.,e,,,•, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 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 6063-T5 AND BEA MINIMUM OF .125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 10 5 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 8 kt s= ` W ul¢ F Ra J z Q ^ G o LU 1 N OG X U) U 11 QCl d .. v Z 0 m PRODUCT REVISED as complying with the Florida Building Coda NOA-Na 17-0630.01 Expiration Date 05/2612021 ByMiami-0ad roduct Control t 111111 111//// No. 58705 0 SA7E J:, S0E f7NAL 1 t N ,.`. A LYNN MILLER, P.E. FL P.E.# 58705 yt6" Elco 7/4' 93 Eloo 5716' Eki 3/16" Elco UIIRcon V1' Ebo Ultrmon Whacon 3,, Elco Uttrecon U<"Elco Ulacan AsgnGela UVecon Anchor Clip Patterns 12 sled so (GS) 4NCHOR CAPACITY AUJVal mervl rurtmou+: DP,„) X ( ANCHOR CAP.,,„,,,,,,\ a ANCHOR CAP.— MULLION CAP.,,,",„„"/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED” CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWERTHAN THE MULLION 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 0 a w N U z LU W a x W _j W o WC Z EL 2 Anonw•19,. TABLE NOTES: 1.260" FIGURE 1: FIGURE 2: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION S ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111 I11/ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. NY /VNQ,.......,,41 FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250" 3.250' •' UICENSF ' ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS q CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ .* N0. 58TO5 0 BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE O •, S9ATW • FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND T '•.• !/ 045` THICK (18 GAUGE}. STRUCTURAL STEEL TO 8E AT LEAST. THICK AND A38 ALL ,100' .100" '•<OgIpP,.•'r ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1,25" X 3.25' X.100" 1.25" X 3.25" X.100" ' i`S70NAL ENY\ 10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR `yL FIELD -MULLED UNITS FACTORY -MULLED UNITS A. LYN/1 Mtej!A1 P.E. FL P.E.# 58705 e H XYZ CV m to a Ln Nv 8 B N co X Y Lo to to Q Z 0 Q• mo sQ C) 1w 4 PRODUCT REVISED as comp)yin With the Florida 8uilding Code NOA-No. 17-0630.01 Expiration Date 5/26/2021 By j 2 Anonw•19,. TABLE NOTES: 1.260" FIGURE 1: FIGURE 2: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION S ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111 I11/ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. NY /VNQ,.......,,41 FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250" 3.250' •' UICENSF ' ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS q CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ .* N0. 58TO5 0 BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE O •, S9ATW • FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND T '•.• !/ 045` THICK (18 GAUGE}. STRUCTURAL STEEL TO 8E AT LEAST. THICK AND A38 ALL ,100' .100" '•<OgIpP,.•'r ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1,25" X 3.25' X.100" 1.25" X 3.25" X.100" ' i`S70NAL ENY\ 10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR `yL FIELD -MULLED UNITS FACTORY -MULLED UNITS A. LYN/1 Mtej!A1 P.E. FL P.E.# 58705 e 4' FIGURE 2' 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mullion Capacity Table (IbBO) 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. USED IN PAIRS. IN 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE FIGURE* FIGURE 5: FIGURE 6: MISIola A ms m mmmm mmmmm®m mi mi®®Dm m mm m Mem=Wcu m M MMMIM m®m m m!mmmm W®®®ice®=®QM®m®m®CMmm•mmm mmmmMmm MIM E®®Q m®®®' MIM MMIM I®mml® mmmm®iF JQlmm®mm®®E!® mmmmcome cum 1E=2 m®mIn MMmmmmmm®E mmMMMMmmmmm mmmmmm®mmmm®m®mmm•mmmm mm®mLfi m®m®mmmmmm mm®L Rlmmm mm®m ®mmmmmm®®mmm®mmmi1mm®mm@!m mmmmmmmm®mmmmmmm',mm®mmmm®mm®mmmmmmmmm 1'tG Elco W"SSEko 9t B'FJco 114"53 Elcc AnchorCllp Patkms Mctlor type: &1t7 Elco Ulam Ud'FJcoUlUacon Utl2fon Y1E Elco Ultracal IIP l9co UtlnKon AggreGalor UI12ta1 AypteOaa l r r FIGURE 1: FIGURE 2' 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. USED IN PAIRS. IN 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE FIGURE* FIGURE 5: FIGURE 6: 606375 AND BEA MINIMUM OF ,100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIALILA10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: DF,_)X ( ANCHOR CAP.s__ANCHOR CAP.— MULLION CAP.,,o",,," USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 1.250' 3.250" 624' 1.25"X3.2 " X .824" MULLION FOR FACTORY -MULLED UNITS n, PRODUCT REVISED as complying with the Florida Building Code NOA-Ho, 17 0630.01 Expiration Date Q5126/2021 VICENS't 58705 S taG . 10NAL G'\N N' Iff• A. LYNN MILLER,`P.E. FL P.E.# 58705 91O TABLE I 1A Mullion Capacity Table (lballf) a I I r 1 pndhorCapectty Teble (Iba) i SUOsn. 2.7k Cortme 3.51,CM HdIo*CMU FII1cd CMU PTWOOd Mda m m 5'76- EICO V4' 35 EkO 5/F' El' VP' SS EJcO WO 3[etl M12 St 1 012 Steal M[hR Type; 3ltE Elco UIIn:tl1 iN"FJ6OUtlr4cm UlVxon 3'16'EI[o Ufrxon t/q'EIc0U42cOn AggeCia01 Ult_ so ® m® Anchor Clip Patleme m mmm mm mmmmmimm z-vr sire^ r 2-vr sm mm M.. mm Im®m r 31/6" z 9.46' 0, Z5r 0.3zr edge gslame QnT m1mmm z-vr r mm mmmmm®mm 2^ 1-v4• 4-V4" v4• 1-v4" 1-114• 1-1 mmmm©gym®r m®mm®®m,®®mmmm va'e• 1C mQmmmm®mm®mm®.®®mm'm®mm mmmm FmOeanent l nY mm,mmmm lair Ra larr 45010.4 mmmm mmmmmmmmmmmmm mm 1fiLt IDS Tolbs 2B0 Nmmmmm mm m mmmm 37d as m®mmmmm®mmmmm.mm®mmm®mm mm 442IDs m®m®mm®®®mmmm®m mmmm 3W IM TABLE 11B a I I r 1 pndhorCapectty Teble (Iba) i SUOsn. 2.7k Cortme 3.51,CM HdIo*CMU FII1cd CMU PTWOOd Mda 5'76- EICO V4' 35 EkO 5/F' El' VP' SS EJcO WO 3[etl M12 St 1 012 Steal M[hR Type; 3ltE Elco UIIn:tl1 iN"FJ6OUtlr4cm UlVxon 3'16'EI[o Ufrxon t/q'EIc0U42cOn AggeCia01 Ult_ Aga1G&a SCRw (Cfi)9cld (GS) 9cnar(G5) Anchor Clip Patleme z-vr sire^ r 2-vr 2-vr r 31/6" z 9.46' 0, Z5r 0.3zr edge gslame QnT z-vr r 2^ 1-v4• 4-V4" v4• 1-v4" 1-114• 1-1 r va'e• 1C tales FmOeanent l nY iaa^ lair Ra larr 45010.4 lar PAO IM 1fiLt IDS Tolbs 2B0 394IDs 7401D6 37d as 667 [s I6 fa 3111bs 442IDs 560 b: 2 MC— ® 475 Min O.C. / Stadab a 0ftM C1P IRA 1Y 3W IM 390 NIA 360 R. WA WA NIA IUA WA 1 21Ds 68.5Ila 112]- 1b4A.1—@1. 15" Min O.C. I Stat lo (b gaep pp (Rg 2Y 480 ft 700 bs WA N!A NIA NIA 7601ta 746 bs OW IbS tB9210s 6921Ds 66°i bs 11'd11Di 4Archas g 7 Mln. O.C.I (?) 35Algle C1ps / (RA 3Y 700 ib4 78011a WA m IW 1560 fa 10961bs 540 bs 5W M N/A WA WA N/A WA 1267164 q ArcMR ®0.54" Mit. O.C. / U431p, In1O.100• x (Fig. 4Y N/A N!A WA N/A NIA WA N/A WA 97011a 1871bs 3921bs 473 [a 1711 bs 221 Ra 2001Ds 1 Art toll FLAP (Ng 5Y 1951D4 7051D4 2251bs ASICs 6221Da 135 bs 1 b m 1771bs WA NIA WA WA 611 b5 d+r2 bs 5S010.s 2 ADCIIDf9 1.75" Min O.CI FCtlp (Rg. 6) 2a7 bs 350106 N/A WA NIA NIA 1901a NIA FIGURE 1: FIGURE 2: 0 FIGURE 3: ANGLE CLIP ST 0 BE USED0 IN PAIRS, FIGURE4: FIGURES: FIGURE6: 4NUMUK 6AYAW17—I—I r DP )X (ANCHOR CAP.,„,,,..,\ =ANCHORMULLIONCAP.,,.,T USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 3) LLOWABLE3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 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 8063 -TS AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED aIng with the Florida 8=11ode Non -No. 17-0630.01 Expiration Date 05/2612021 OW LyNtV CENSE/<< . 1 No. 58705 CcS' '•R40RIDi.•'' A A LOA4NRTB WP.E. FL P.E.# 58705 a I I r 1 4 i TABLE12A Mulloncariacity Table Ib61ft a Opening Width porverucaly-spannim mullions) or Opening Height (for hodzortaly-sparvgrg mulions) a ' 1501n 601n 701n 50 in 90 N 100 N 120 h 140 N I-, W in Rectangular hap/Mang. Raclargdar Trap/Trianp. Rectangular TreplTdang. ReaWgder 7rap'Tg4en9, Rectan®rlar Til m. Rectangdar TmpiTNang. Raotangula Tmp'Trlang. Loafing tosdng Rectangular Trapr7nang. Loadn9 Laa00 R-a-guMr Tapamg. Loedrq 9oatl8q 2%4X.25 Loafing Loafing Loadrp Lmdng Loafing LoaMg Laadn9 Loadrg Loadn9 lnednp L-dng L.Ming P7Wactl Mt4al Alum. Tube p a.. a F g 8 8y 27k Corcifte Mu91on X1` 89 J A 9oc< t fr 8 frafr$ T, d da t9 b.k 6 i 5 deo do gc d2 178 170.D 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 821 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 52142N170,0 620 170.0 435 170.0 744 170.0 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 tA.O 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 88048h170,0 708 170.0 524 170,0 550 531 170.0 1048 170.0 684 170.0 1195 170.0 727 170.0 1345 170.0' 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 75850.625 In 770.0 747 170.0 563 17D.0 898 170.0 956 170.0 681 170.0 111fi 170.0 754 170.0 1275 170.0 B03 170.0 1434 170.0 837 170.0 1594 170.0 BS6 170.0 1913 170.0 861 170,0 2231 170.0 861 170.0 25W 170.0 'M1541n570.0 797 170.0 612 110.0 1417 170.D 944 170.0 1594 170.0 996 170.0 1P7 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1051 tW.S 2850 170.0 1063 W N 170.0 885 170.0 701 770.0 7083 170.0 797 170.0 1240 170.0 878 170.0 1488 770.0 1013 170.0 7673 170.0 1078 170.0 1859 1700 1122 170.0 7131 170.0 1168 168.7 2557 170.0 1177 113.9 2567 170.0 till631n170.0 830 170.0 745 170.0 1116 770.0 eW 170.0 1102 170.0 940 170.0 1155 170.0 1948 170.0 1210 170.0 2338 770.0 iZT3 151.0 2437 170.0 1286 112.8 2437 170.0 1250fish170.0 874 170.0 789 170.0 1189 170.0 903 170.0 1389 170.0 t002 170A 1558 170.0 1086 170.0 1753 170.0 878 170.0 1275 77x0 1009 170.0 1{BB 170.0 1126 1ro.0 1700 170.0 1228 170.0 1973 170.0 1115 770.0 2125 170.0 7387 145.8 2184 170.0 1488 124.8 2784 170.0 1528 100.2 2184 770,0 15301063170.0 5 1960 181.6 1548170.0 1050 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165,7 1960 170.0 1421 148.6 1980 170. 0j4111112 106.1 1860 754.0 1535 92.9 1950 1527 1571 170,0 1722 170.0 037 170.0 1346 1250 170.0 1842 170.0 1769' 1627 1861 170.0 1174 777.4 1881 187,1.5 1681 147.3 1473 982 1881 139.8 1459 849 1581 37. 454 r721.1700 21170.0 1151 170.0 067 170.0 1381 17CA 1118 170.0 1611 770.0 1218 127.5 1388 136.0 1188 111.8 1798 121.1 1178 98.4 1398 710.2 7182 88.9 1398 101.65 1798 89.8 1722 63.9 1788 827 7105 639179878.B1098170.0 1328 170.0 1144 148.1 1398 1%.0 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 1112 1061 82.1 1229 88.8 1014 81.9 1229 89,6 1029 73.7 1229 82.4.4 1220 72.2 993 52.7 1728 648977 4&1 1229 62.1 967 882 71.0 971 77.2 848 64.7 971 88.4 037 57.5 971 61.5 525 51.8 971 56.S.1 971 49,0 796 37.0 971 44.0 702 32.4 971 40.8 771 103.5 971 105.5 877 B&] 971 09.0 810 62.9 79{ 53.0 910 58.7 784 47.7 819 51.8.1 919 M.8 758 34.1 919 40.2 742 29.8 919 37.1 772 111 N 85.4 910 97,3 832 19.5 919 81.9 619 88.1 919 70.8 806 59. 41.9 7811 M.4 877 37.7 788 40.5.5 786 34.9 653 27.0 706 31.0 841 23.8 785 20A 631 120N 753 788 7&B 716 629 788 61.5 705 53.9 786 55.8 685 47.2 786 49.1 688 2282 546 10.5 184 16.8 546 172 465 13.7 16A M5 i44In 43.7 548 442 504 36.4 546 37.0 498 312 646 31.8 491 27.3 548 28.2 485 24.3 54fi 25.3 479 21.5 648 73/4• TABLE12B NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI I EKN AND ANCHUr FIGURE 1: FIGURE2: FIGURE 3: FIGURE4: FIGURE 5: FIGURE 6: FIGURE7: FIGUREB: FIGURE9: FIGUREIO: ANGLE CLIP FIGURES Ilj V IpYAIJ MUST BE USED IN PAIRS. Q__D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TMENT FORMULA DP_) X( ANCHOR GAP.,_ANCHOR CAP -4a MULLION CAP.ae„•,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 15 LOWERTHAN THE MULLION 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED INTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CRETEIBLOCK CMU) SHALL CONFORM O ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YEL OW SOUTHERN PINEWITHCRETESHALLCONFORMTOACI301SPECIFICATIONS. HOLLOWAND GROUT -FILLED UNITANSGOF055 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 LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ey Miam - roduct Contro 0", A'Y•LYNN,, 7GENgF'•.1 No.58705 Ut AOS •. STPTE.13 ; JS'ONAL A. LAN MWT)L 2, P.E. FL P.E.# 68705 rs.apac"y rw I-, HotlOw CMU FlIktl CMV P7Wactl Mt4al Su6silal 27k Corcifte 35k GOIY. LI" 65 E%o 91E ECO LI" 59 Bco x10 SI9r9 0H2 Sted x12 S1ee1 Anchor Type' 911E Elco UOrOcan v4'Elc0U8lecon 916' Elco 371E Elco VO nX on Vl EIc0U6racon AggreGaar UMa9on AggRAaQ Sl -(65) Screw (G5) Sr (G5) Anchor Clip Pattems uroarDn 2-v2• 1" 2-vr 7 8.118" 7 0.48' 0.54' 0.32d' Etlge gstarce(In): 2-v7 7• 2-v2 3-118^ 1• 1.1/4 1-114' 1-114- 7 1-3'6• 13.8' Ydlles FJnhednall Ent 73/4• 1.310 I 14' 13'4' 7 1-14" 1814• 1-114^ Nm W6 bs 341 bs 442 ws SW IDs 2 A.hos @ 4.75^ MIn O.C. / 6lazdatl or016et CNp (Fig 182)- 9701bs 390 IDS 4% bs 800 bs 1644 5a 270 bs 283 ba 18! IUs 7401W 374 Ibs 694 6B21b9 666 It. 112D In A Archaa ®2.68' Min O.C. f Slantmm Or OfbeO CBP T19 -1 710107 7401ttl 630 lbs 1485 bS 1421 M N/A 560 bs NIA 051h7 NIA 880109 tUA 27 Its 168 Ir6 8 Anchors 1.71•Min O, C, 16Mne3m(m g0et)CIIP (Fls 4). 865103 OM 758109 194EIbS NIA N/A 705M N/A 7991r6 NIA WA NIA 1882 bs f0221ba 692 bs 685 its 1120 1tn 4 Arctnn t S MIn. O.C. 7 RI 2+5 Anye CNps I (F70 5t. 7611bs J Ibs 650 b9 1561 018 18M bS O1P5 550 E8 N/A 760108 7481M BIN)109 1320 Iti 2698 Bs 1G221hs 792709: 765010s 6Arc hors ®3' Mht. O.C. I (p 2r5 ArgteCNps I lR9 6Jho 1170 be 1170 en 1020lbe 23x0 NB 2841 W 81 840 Its NIA 114 Un 11221bs WA N/A WA 073 3Anc 1pn ® 1.34'• IAIn. UCNp, IOI0.12E Alum (Fq. ])' N/A WA NfA WA N/A N/A WA N/A WA NIA WA WA 2191M 6AKmn810.64" MN. D.C. I UCNp, IA10.12EAIIM(Flg B1 N/A WA NIA WA N/A N/A WA NIA ti/q N/A WA WA 311 ba 44211n 650 Its 2 Arlcmn ®268' Mln O.C FCIIp lFl9 9r 370 bs 370 m 3151DS 743 8e 712 An NIA 250 Ios N/A 341 Its NIA 401os WA rUA 5171b9 6641M 840 06 1 AKms®1.71'MIn. O.C./F.Cy IP(FlB-101: 449 DS 525® S791bs 073 Its WA NU 937108 N/A 9B91bs i4lA NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI I EKN AND ANCHUr FIGURE 1: FIGURE2: FIGURE 3: FIGURE4: FIGURE 5: FIGURE 6: FIGURE7: FIGUREB: FIGURE9: FIGUREIO: ANGLE CLIP FIGURES Ilj V IpYAIJ MUST BE USED IN PAIRS. Q__D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TMENT FORMULA DP_) X( ANCHOR GAP.,_ANCHOR CAP -4a MULLION CAP.ae„•,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 15 LOWERTHAN THE MULLION 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED INTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CRETEIBLOCK CMU) SHALL CONFORM O ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YEL OW SOUTHERN PINEWITHCRETESHALLCONFORMTOACI301SPECIFICATIONS. HOLLOWAND GROUT -FILLED UNITANSGOF055 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 LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ey Miam - roduct Contro 0", A'Y•LYNN,, 7GENgF'•.1 No.58705 Ut AOS •. STPTE.13 ; JS'ONAL A. LAN MWT)L 2, P.E. FL P.E.# 68705 TABLE13A MuRicn capacity Table IbalR2 OpeningWidth (tor ot:r " al spanning muifions) or Opening Height (for horizorlta V8pemirg minions) 50In 50 in 701n Bo in Bc In I 100 In 120 in 14010 1 W in Raclmptlar TrepTTriartg. RactallgWar TrepRd•ng. Rectangular TwTdang. RaclanpA r itapRdan9. RedingWar TnplTd9ng. WctangWar ToprOiarq. 7xialg8a TraplTderq. Ramengulx Tre. ang. Re ngula TmplTdarg. Loadn9 Loadng Loadng Lon no loafing loading 2x6x.26 Loafing Loafing Lmdng Lmd'm9 Loafing Loafing Lmdng Lmdng Loafing Loafing Lmdng Loading PT WoodMete) a F^ 2• t z ., m a a .a ' ., Alum. Tube L a f ,. ? £ a m8E.$ q .. r a ' a a v MUIHOn a o v <i a v cci 3 4 o c " co v u oTll Siu v sg g P § e La 5 a € § sea = 5 gao Eo Q`og fa ¢7Y 5'$0 ¢" 22. DIY d`a f d`.a Z- a`C fBe d`a: 5' d`o: Q"a so rc o rc 744 170.0 478 170.0 886 170.0 508 170.0 082 170.0 519 170.0 1116 170.0 521 170.0 1210 770.0 521 170.0 1488 170.0 521 170.0 1775 170.0 521 770.0 1983 770.0 621421n170.0 620 170.0 435 170.0 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 877 770.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1987 170.0 880 170.0 2267 170.0 680481n170.0 706 747 170.0 587 170.0 898 170,0 631 770.0 1016 170.0 884 170.0 1185 770.0 723 170.0 1745 170.0 747 170.0 1484 770.0 756 170.0 1793 170.0 756 170.0 ' 2082 170.0 73B 170.0 2391 170.11 75650.825 M 170.0 770.0 787 170.0 812 170. 956 170.0 691 770.0 1118 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 637 170.0 1694 170.0 858 170.0 1813 170.0 881 170.0 2231 170.0 881 170.0 2550 770.0 88154In 701 170.0 1063 170.0 797 170.0 1240 170.0 879 170.0 1417 170.0 B44 170.0 1594 170.1) 996 170.0 1771 170.0 1033 170.0 2125 170.0 1083 1715.0 2479 170.0 1083 170.0 2833 170.0 106380In170.0 885 170.0 1116 170.0 850 170.0 1302 170.0 B40 178.0 1488 17D.0 1015 170.0 1673 170.0 1076 170.0 1858 170.0 112212233 2231 170.0 1169 17D.0 2603 170.0 1171 170.0 2878 170.0 1111 631n 170.D 930 770.3 745 170.0 603 170.0 1364 170.0 1002 170.0 1558 170.0 1086 176.0 1753 170.0 1155 170.0 194a 170.0 1210 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 66 N 170.0 974 170.0 789 170.0 1169 170.0 170.0 1008 170.0 1488 170.0 7126 170.0 1700 170.0 1228 170.0 1917 170.0 1315 170.0 2125 1700 1787 2550 170.0 1488 170.0 2975 170.0 1529 170.0 94N 170.0 1570 c 72 in 170.0 1063 170.0 878 170.0 1275 J 170.0 1348 170.0 1080 770.0 1570 171).0 1209 170.0 1784 170.0 1322 1700 2019 170.0 1421 170.0 2243 170.0 1505 2592 170.0 1629 170.0 3140 170.D 7694 170.0 3589 170.0 1705 76 in 170.0 1122 170.0 937 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1042 170.0 1769 170.0 2072 1700 1474 170.0 2302 170.0 1564 2763 170.0 1700 170.0 1223 170.1 1777 VDD 3883 170.0 1786 E' 781n 170.0 1151 770.0 067 1194 170.0 158{ 170.0 1328 170.0 1868 170.0 NBB 170.0 2173 170.0 1653 170.0 2391 170.0 1783 170.0 2558 170.1) 1918 3188 170.0 2125 15a.0 3413 170.0 2273 1355 3413 170.0 2361 90b 170.0 1328 171).0 170.0 1232 170.0 1700 170.0 1434 170.0 Inn 1711) 1622 170.0 2287 170.0 1794 170. 2550 170.0 1952 170,0 2633 170.0 2095 3199 170.0 2338 137.1 3198 166.6 2470 120.1) 3188 156.1 2128 98 h 170.0 1417 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2075 164.8 2781 170.0 2271 149.3 2181 181.8 2333 2781 140.! 2281 fOS.9 125.9 223! 92.7 2781 116.0 2190 108 in 170.0 1591 2283 170.0 1872 170.0 =1 170.0 2149 151.8 2832 162.9 2872 728.4 2189 87.8 2632 115.1 2126 85.4 287'1 108.3 20981201n170.0 1111n170.0 1638170.0 1454 170.0 1986 170.0 1700 170.0 151.4 2252 150.0 1981 135.1 2252 141.4 1864 120.1 2252 1272 1938 108.1 2252 118.1 1852252 7)8.8 1872 77.2 7182 80.9 1838 87.8 2252 81.4 18081771170.0 1586 170.0 2125 170.0 1859 80.7 13800.5 7684 72.3 1777 62.8 1584 65.7 13561581 58.0 1330 14.7 1564 IB2 1705 39.1 1581 14.4 1283194In725.1 1564125.6 1445 104.3 1584N25 ae.4 1564 915 1407 78.2 1664 Wdea TABLE 13B Smstmfe: 2.7k Concrete Anchor Capacity Table Ibs 3.5k Cano. min- Road CMU PT WoodMete) Ammar TYPe: 3778' Elco Ultmcon 1A' Elco UBmcan Y18' Eko UlvaennN17. Ell Ultreeon 7/4' Eko OMcon 114' SS Ebo 5178• E1e0 1/4' SS Ekc k10 Steel A725tee4 #1251" AggreGamr lMmcon A77yeGnnr Servs (GB) Sensr (OS) Screw (65) Anchor CGp Pattems 2 -_Ir' ifB^2-1 1" 1' 2-12" 2' 3-118" 7 0.48' 0.54" D.324" Edge Distonoe(In} 1' 2.117 1-Y4' 1314' 7 1-714' 1-114" 1-114• 1.114• 7-114' 2' 1818" 1818' Wdea Embedeant(inr Clip 182): 1-314' 3901bs 1.314" 390 ots 450 me 89D lbs 1844 Ibs 2801be 364 Ibs 7d01bs 3741ba 664Iry 1H61ba 341 !m 4421ba 5BO42Anctars4.75 Mh. O.C. / Standard a Onset IFe. 9001be 1780106 32371Da 5601he 7081b9 14801m 748 Ibs 1212169/8921bs 882 0e 8831ba t12016977" Ancnore ®4.68" MIn. O.C. / Slelxlard (or OCeN CGp (Fq. 3): 7001bs 780169 Iba NIA 1065IW WA WA NIA 1363 Ms 17701692240 Us4Mln. O.G I Sbt) CGp (Fe. 4} 11801tr 1400169 1010 In 25051bs NIA84G 798 Ibs 880Ibs iB821ba 882 Ibs 8851bs16s5601be360AnctwQ3" Min O.C. / R) 295 An9ia CBpa f (F -e. 5): 780169 780Im 6801be75601ba 78981n9 586 16a WA 7fi0 Ble 7180 Da 3794 Ihs 13W Ibs 17701be 22401na Ing 312011ta 979216a 71201b WA 1520106 1498169 lb!_ 33801b212Anehory ®15' MIn O.G / (2) 2x5 Angk Clpa / (F1p. 17. 7650 919 2100 lbs 1440 IM37801bs WA WA 13201n4 WA 1500 Ilia WA WA WA 2.1.1 2651 14301beWAWAWAWAWAWAWAN)A ITMFNT FORMULA' ANCHOR CAP.„,,,,,,, DP ) X ( ) =ANCHOR CAP... MULLION CAP.,oa,,,e USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05,/2612021 By d Arx+lprs 1.34.' MIn. O.C. I U -CGP. sao .125` Alum. (FI9 8): WA WA NIA WA NIANA125'Alun.(Fip9): WAWAWAWANIANIAWAWAWAWAWANfA2811IbaFes--- 2.000"-'- 2Anchors4.88In.O,CIF-llp(Fip.10} 9110168 3901he 450815901m 7401W37416a1m7748169341Ing4421ba580b6 IAmnole7.71'Mm.O.CIF-Clip(FI8,17)901be001ba0581e12981b6 470194 WA 537 Iba WA MA WA 8821b9 0851m 11201be 250" NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 6! FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. / QNY LYNfy 7j!'% 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000. ;` a•'' LICENSE' iQ: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS NO. 58705 ' 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - '* FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED •'. r- : [>J FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE•TREATED Qit •'• STATE F t!/ Ed 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606-75 AND BE A MINIMUM OFA 25" s''•40RIDP.•''G,\ MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (10 GAUGE). STRUCTURAL STEEL TO i 3, • L• USED IN BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 6' X .2S A. L, , 4 li* P.E. PAIRS. THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. MULLION FL P.E.# 58705 r , r A TABLE 14A Anchor Capacity Table bs Multlon Capacity Table Wsrttz Opening Width (for vertically -spearing mutlons) orOpening Height (for hodmmety-sperring mL9110ls) 3.5k C kotjttrxm 1601n Filed CMU PT Wood Meta 80 In 901n 1DDin 1201n 1401n 50 In so In 701n apTdang. Rectangular Trap'Tdeng. Leading Loading Loading LoadingLoading Loading LoadingTopTdarq. ReotangWa T-oT r07. R ngumr Trapitang. Rectangula[ Mi 3461 Rectangular Trap lag. V2. Rxtan9ular Leading TraplMag. Rectangular TreLC noLnadiryI-oa3lrq Rectangular T= re 1.26" x 2.11" x.125"Alum Mull Laadinp Leadatg Loading ErTl Loading Rg 8. ga p. .gTubeSS8 !SE iS ciG 3tlriLiyg_ AggeGeta wtrecm AgIXGaor sc (G5)ftNW) screw (G5, Anchor U it` Ntr4 qE8 E42 r z -1m r 3 -vg d ddc dz 8Z2.D4 Edge Mtarce MY P 2-in 7 2-t in 144.2 528 167.0 428 74$9 419 103.0 525 1389 414 90.1 525 134.6 471 BO.t 528417 721 328 1341 411 786 314 80.1 516 40.3 403 134.7 78.8 528 134.1 411 403 78.6 314 dS1 316 134.1 411 30.2 403 78.8 31dSO.fi251n 48b 96.8 403 108.0 333 B0.5 403 947 323 69.0 403 66.4 82D 60.4 403 81.4 377 53.7 103375 483 40347.2 362 838 203 34.3 362 63.6 382 83.5 283 25.7 382 63.5 283 81.3 36Z 91.0 30'I 88.8 362 79.3 541n 67.8 318 74.1 267 56.5 318 642 29d 588 281 46.5 382 71.9 Z89 51.5 376 57.7 256 424 362 672 286 45.13B2284 310 63.6 253 37.7 318 W.B 250 33.9 318 44S 249 28.9 318 49.1 f24 310 49.1 246 21.2 318 49.1 248 201J1n42760n49.3 238 631 27B 41.2 256 45.7 214 3.5.3 256 -00.7 210 349 258 37.2 207 27.3 268 34.9 204 247 258 33.4 203 10.8 258 17.8 234 32.2 28.6 25B 322 201 234 ZB.S 783 16.5 268 322 73.4 Z34BBn2& 438 200 356 231 39.1 195 30.5 234 34.7 191 28.7 234 31.6 189 23.7 234 29.4 185 21.4 234 26.0 164 37.2 213 39.9 183 31.D 273 337 t7g 28.5 213 29,8 176 23.2 213 27.0 173 246 213 25.7 170 188 273 23.7 789 15.5 213 T2.2 213 r20 188 17.8 213 71D 7ee 721n 7S In 781n 28.6 179 30.7 165 23.9 179 Me 24.3 161 25.4140 20,3 187 21.8 223 152 23.5 733 I 788 152 1 19.9 152 20.4 137 17.4 1 131 let 179 22.5 149 7T.9 161 19.D 136 752 152 1 17.5 128 179 20.3 f47 15.9 779 18.7 745 161 17.D 133 HOR CAPACITY ADJU ABLE 14B Anchor Capacity Table bs 2.7k Conuete 3.5k C kotjttrxm HOBO. CMU Filed CMU PT Wood Meta Ssdsltale' 114'SSEko 810 Stad 872 Steel a12 Steel Archr4 Type: S't6'Eko wtactn 1/TEkoUrtrxm 114'Eko Uleacon AggeGeta wtrecm AgIXGaor sc (G5)ftNW) screw (G5, Anchor ClIp Patterns Ntr4 ai/r• r z -1m r 3 -vg 2• O48• 061' Edge Mtarce MY P 2-in 7 2-t 1-V4" 1-114' i-1/0 2 7-918' 13'B' vades Elnbaanent M)'. 13/4' 1.14' t5'4' 1x14 T 1-1/d" 1-7/4" t-714" 7481he B80Im iBD21bs 6B2 Os Bas ®S 7490 1tH 30M 4 An[hors ® T MIR O.C. / ('h a 5Angle CVS 1". 1 7801M 780105 SWIM 156J ps 1806 ea 5401W 560 Ws tLA 7671ag ANC ID )X (ANCHOR ANCHOR CAP_ MULLION / USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 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 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 6063-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 LEAST .125„ THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. g 9 PRODUCT REVISED as complying with the Florida Building Coria NOA-No. 17-0630.01 Expiration Date 05/26/2021 By M1: a ro uc Control 111111111 , y10ENSF .,/ i No.68705 7E- - 6 .. ATE f I41 OVAL Ll/ NENG `• A. N MIUR, P.E. FL P.E.# 58705 TABLE15A TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: Mullion Capacity Table (IbsAt1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.71, Concrete Anchor Capacity Table bar 3.Sk Cone. H.Ikw e u FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Opening Width (far wrtiraly-spanning amillions) or Opening Height (for horizorVal"Pamirg mulnons) Mc YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 50 in 60 in 701. 80 N 901n 1001n 1201. 1401n 160 N 114" SS Eko RaetanWI Tren/Tdang. Rectangular TradTdang. ReclangAar TIaplTnar, Reclangllar Tell ng Rectangular TIPlTdang. RedenWlar TnipRdang. Loading RWmWIW TrWT". Rectana/ar T1eplTdong. Rectangular 71ap)Tdeng. loading Loading LoadingLoading Loading LoadingFEALoadneLoading, Loodng Leading Loading Loading Lowing losdn9 loading Loading Loading 9116- Elo. U6racort 114' Eko Ulb.. AggaGaN 1812c.n A0.0at.r a r x a x x x x s x r x g r x .F .'„ r '.17 ism gGT.- 3-1.8" 1' 2-1/2" 1• 2-12• 2 6 d iC 7 0.3 Edge gatanee Ont,1' 2-112" t" 1314• 7 1-714' 1-114' 1-1l4' 1-1 /4" rc gg 2" 1-318" 1.116` ter Embed ent(Nk Angle Cllpa I 1): 13/4' 960 kz 1-3/4" 380 bar 1.9/4 4501ba 744 170.0 478 170.0 e68 170.0 506 170.0 992 170.0 519 170.0 1115 1700 521 170.0 12{0 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 7740 170.0 621 7201 W 42 In 170.0 762010.0 435 170.0 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1111 170.0 661 170.0 1275 170.0 677 170.0 1477 170.0 680 152.2 1522 770.1) Seo 130.5 1522 170.0 680 7142 1522 170.0 600 SBO ICa 481n 170.0 70B 170.0 524 587 170.0 698 770.0 637 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1745 7700 747 164.2 tUl 170.0 738 1369 1M3 170.0 758 117.3 1443 170.0 756 7026 1443 170.0 76850.fi261n 170.0 747 170.0 170.0 612 770.0 956 770.0 891 170.0 1716 170.0 754 170.0 1275 170.0 em 160.6 1353 170.0 637 144.3 1353 170.0 856 120.3 1353 170.0 881 10].1 1353 170.0 861 80.2 1333 170.0 881 1022 N1c 1327 0a 54 N 770.0 787 884 770.0 701 170.0 706] 170.0 797 167.0 1278 170,0 878 146.1 1218 170.0 9" 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1298 116.1 819 73.1 121a 148.1 913 60 In 170.0 930 770.0 745 170.0 1118 170.0 650 150.2 1150 168.8 933 131.6 1750 753.0 974 1168 1150 141.9 896 105.1 1150 734.2 BBS 87.8 1750 128.7 871 75.1 1150 126.2 870 65.7 1150 1281 07063in170.0 170.0 799 132.4 7098 165.8 861 130.6 1048 146.8 884 114.3 1048 133.7 850 101.8 1048 123.4 839 81A 1048 1188 970 75.2 1008 108.4 Ei1 65.3 104a 108.2 Ms 57.1 1048 1082 Bio66N170.0 874 1{7.9 784 117.6 a80 iM.O 748 Be.o 880 100.0 722100.6 880 110. 6P483 78.2 880 92.D 712 70A 890 682 703 58.7 880 792 693 50.7 BBQ- 7&5 6eB 44.0 a90 )6.4 688 J 72k 140.8 680 125,1 690 99.8 190 106.5 876 85.5 74.9 790 83.1 662 66.5 790 769 843 59.9 790 71.1 035 49.9 790 65.1 624 42.8 700 62.1 819 37.4 780 61.8 817 781n 110,7 790 641 10FII..l 79.1 68.2 750 77.1 821 67.5 750 70.8 612 55.1 750 65.7 605 46.2 7Ti0 59.4 594 39.6 750 582 Sea 34.6 750 .59078N170.9 750 115.5 857 92.3 750 98.1 499 475 4DA 563 44.4 468 36.1 663 40.9 46230.0 583 962 452 25.9 683 33.3 445 115 563 31.9 442in72188374.1 500 80.1 589 629 491 51.5 45.1 683 485 332 409 21.6 405 29.1 400 21.2 493 Z6.8 784 18.8 49525.0 3801089eN59.4 195 61.1 447 49.5 193 51.5 435 424 495 44.8 37.1 495 39.9..29.7 781 42.6 353 34.8 81 35.8 348 298 391 91.1 26.1 791 27.6 337 232 391 21.9 117 20,9 791 226 928 77.4 ]91 19.7 21 14.9 301 17.8 315 In 1111n 11.7 39.4 370 30.2 335 32.0 370 73.0 330 27.5 370 28.6 370 25.3 920 21.4 379 72.8 319 192 370 20.8 912305 289 25.3 377 28.0 244 21.7 317 22.5 317 19.9 276T2: t6.B 317 17.8 273 1441n 77.8 210 17.8 203 TABLE 15B TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: Subslmte: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.71, Concrete Anchor Capacity Table bar 3.Sk Cone. H.Ikw e u FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Filled CMU PT I Mc YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHASHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 516• Ekel'* Ella THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 114" SS Eko 3116` Elco 714' SS FJW 10 Steel 412 Steel 12: Anchor TYP.: 3116" EW LAM.. 114• Ela. Ulbac.n 9116- Elo. U6racort 114' Eko Ulb.. AggaGaN 1812c.n A0.0at.r So_ (G5) S.- (G5) Scree Anchor CUP Pattern. 2-11Y 3-1.8" 1' 2-1/2" 1• 2-12• 2 UB' 7 0.3 Edge gatanee Ont,1' 2-112" t" 1314• 7 1-714' 1-114' 1-1l4' 1-1 /4" 1-714' 1-Vd" 2" 1-318" 1.116` ter Embed ent(Nk Angle Cllpa I 1): 13/4' 960 kz 1-3/4" 380 bar 1.9/4 4501ba 89016s 1700166 270 8b 2B0Ibe 351 Am 7401hs 3741b9 7201 W 9d8 Na 341 lbs 442 Iba 560 2 AneMs S Min. O.C. ! (2) 2X5 tR9 2): 780 ke TBO the 790 ks 16701oa 2525 to 540 ks SBO ICa N/0. 1120 ft 7481h6 880156 1092 roe 682 Nc B951b 112[ 4 Arctu9a 3.S Min O.C. I R) 245 AnOk Cfps f (Ftl. 2254 Ba WA 6401bc WA t0581bs NIA 13201b6 NIA 1022 N1c 1327 0a 1671( 6 Anchone Q 2.71• Min. O.C. / (2) 2X5 Ante pipe I (Fig. 3): 112016s 11201be 956Iba 22481bs FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED FIGURE 3: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHASHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. 4INUHUK {:AYNI.I l T IUIJUJ MCIe n r MIR-) X (MULLION CAP.,,,,,,,,,\ _ ANCHOR CAP.- MULLION CAP.,,,,, - USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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. 11 30' BAY MULLION I3.250' PRODUCT REVISED a5 complyCing with the Florida Building ode NOA-No. 17-0630.01 Expiration Date 0512612021 By I'llienni-Dard. Product Control aap1Y LYNN' ICENyF No. 58705 - O S ATE (V S NAL 6Nt.• A.YLYI NIbIl LER, P.E. FL P.E.# 58705 TABLE 16A 4 Mullion Capacity Tibia bsfR2 Opening Width (forverticallysparrirg inUfiona) or Opaning Height (tor horizontalMspanni g mrdliorls) 50 in so H 70 h 80 h Bo In 100 In 120 M 140 In 160 In ectan911ar Tnp/Tden9- Redanguler Trap'Tdarg. Rechngdar TWTdeg. Rec1en94e T p r n9 R. 91. llap/7deng. Rschnguhr TrapfTd.n9. Reet4nsAar Tre0/Tdnrg. Rectangular TrepfTrlang. Rectarpt9nr Tfvfrdnng R . 326" b6 L Nni;A Castling Condos lwdn9 Laad6g LoedN Lowing Loading Ing L dn9 Lowing Loading UZZ Candies Loadng Lmdbg Leedng Laadn9 DEG. AL a P ,G' a- a x 2r ' a a b• ja2 7BAYMULLax42in170.0 620 170.0 435 170.0 744 170.0 478 170.0 BOB 170.0 SW 170.0 992 170.0 S19 VILA 1116 170.0 521 170.0 12d0 170.0 521 170.0 l48B 170.0 521 1735 170.0 521 180.3 1871 1700 521 48In 770.0 708 170.0 624 170.0 850 170.0 584 170.0 092 1700 830 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 1537 170.0 680 122.8 1637170.0 880 50.625(n 170.0 747 1T0.0 583 170.0 898 170.0 611 170.0 1018 170.0 884 170.0 1195 170.0K17.0.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 759 1552 170.0758 110.4 1652 170.0 788SlN170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.00.0 1474 170.8 1117 1552 1455 170.0 858 129.3 1455 170.0 881 1455 170.0 861 97.0 1455 170.0 861 eo In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 167.1 13D8 170.0.7 1309 170.0 996 125.7 1309 153.5 994 104.6 1109 157,1 982 1709 157.1 982 78.8 17W 467.1 882 631n 170,0 930 170.0 745 170.0 1116 170.0 650 162.9 1247 170.0 940 142.5 1247 154.56.7 1247 1528 965 114.0 1247 1N.]952 95.0 1247 1382076 1247 135.1 835 71.3 1247 135.7 879 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 148,4 1190 1837 965 129.0 1190 147.95.4 1190 136.5 928 103.9 1190 1284 014 56.8 1190 119.5 586 1190 115.1 JIM 64.9 1190 118,1 693 c 721. 161B 1010 169.8 877 114.7 1010 1N.6 850 LISA 1010 127,2 842 101.0 1010 114.7.8 1010 105.8 817 60.6 IOiD 06.8 607 87.7 1010 90.8 T% 67,7 1010 87.6 700 50.5 1010 87.7 789 761n 137.4 BOB WA 792 114.5 006 1220 775 88.1 OD8 107.1 761 85.9 008 06.2.3 906 68.2 738 5&7 908 M3729 57.3 908 74.7 718 j5W 2 710 42.9 808 70.8 788 ar Min 53.7 2 127.1 681 132.6 754 1059 861 112.5 738 90.8 681 98.6 725 79.4 851 68.5.6 861 61.0 703 63,8 681 894 57.0 661 86.1 681 .5 675 39.7 86190In112781685.4 574 68.9 646 72.1 664 69.1 646 62.9 554 51.7 646 58.1.0 846 50.9 517 MA 646 530 31.5 846 41.5 518 2 fill 25.0 646 38.5 507 g6 in 682 586 70.1 500 50.8 566 58.1 499 48.7 388 SIA 491 428 568 45.8 487 37.9 S66 41.4 4M 34.1 568 35.1 470 26.4 588 73.4 459 . 5 45Z 21.3 586 28.7 147 108 In 479 449 43.2 405 79.0 449412 399 74.2 449 35.7 393 29.9 449 31.7 381 29.6 449 28.6 362 23.8 MB 261 377 20.0 Mg 22.7 368 .4 381 158 449 18.8 358 111In 44.1 425 45.0 385 35.8 425 37.9 379 31.5 425 328 373 27.8 425 29.1 357 24.5 425 202 762 22.1 425 24,0 358 18.4 425 20.7 350 0.6 343 1201. 34.9 361 35.5 331 29.1 384 29.8 326 Z49 761 25.8 321 21.8 361 22.8 317 19.4 384 20.5 317 17.5 364 1sT 809 1441. 20.2 253 2D.4 233 16.6 253 17.1 230 TABLE 166 TABLE NOTES: 8 1) SEE SHEET 1 FOR INSTRUCTIONSUSING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. W R SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3abstrale: 2.71, Camrete Anchor Ca ae 35k CUno. Table Iba Ho9ow (3.tU Fipntl CMU PTNbatl Metal FIGURE 3: e e e e YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (16 GAUGE). STRUCTURAL STEEL 70 BE AT W K JJ 915 EboUr-114' LEAST .125` THICK AND A36. ALL ANCHORS INTO METAL SHASHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 85 Elco 5/18' Elca 1/4" SS Eko 810 Steel 612 SnN 812 St. ArwM W 1 Type: 3/16' Eko Ulbxm 114' Eko 1.-111 M. 3116^ EIC. Ult9eon 1/4' Ebo AgOmGator Ifil. . Aggn CG kr Screw fG51 6cmv (`) Seer (G. Anchor Clip Patterns 7.113' t" 2-U2' t' R7/Y T Y716" 2 0.43' 0.54' 0.324' Ease Gsmroe Ihk 1' Z -1/Z" 1' 1.314" 2-7R' 1-3/4" r 1.114• 1.1/4' 1.14' 1.714' 1-0H' 1•tl4" r 1318^ 13/8" edea 2 Anctar. 5' Min O.C. f (2) 2 A111 Em6ed9mt1Y1): 2x5 Argy Gba I (Ffg. 7k i-314• 390 be 1314' 390 be 4501bs ago The 17001bs 2701ba 2801m 35416. 14.1. 374 IW 12010s 940 be 341 IW 442 Ib. 560 ba 1120 Ise 4 5.5' Min O.C. / (2) 2x5 An9k Gips I (Flg. 2k 780 ba 780 JIM 790 ba 16101ba 2525 W 540 lb. 58011- NIA 11201te 74816. 8801bs 1092168 BB216v BBS IM 0 Anclwn 271" Min O.G )(2) 8,5 Anpb Glps f (Flo. 3): 11201be 112010s 95816. 2246 be 2254 be WA 840118 NIA 105916. WA 13201ba WA 1(1221ba 13I7 I6s 1880 br FIGURE 1: TABLE NOTES: 8 1) SEE SHEET 1 FOR INSTRUCTIONSUSING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. W R SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: N 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Ed e FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALLBE PRESSURE -TREATEDFIGURE3: e e e e YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (16 GAUGE). STRUCTURAL STEEL 70 BE AT W K JJ LEAST .125` THICK AND A36. ALL ANCHORS INTO METAL SHASHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-6 S.S. OR 410 S.S. ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS, nNCHORCAPAC . ANCHOR CAP.,,,,,,,, DP,m) X MULLION ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 r, NY LY /V ' Mil( z. r No. 58705 rTA F' (v\ i CCS •'•R,<ORIDP.. •'' ` qq A. -N 14LEWP.E. FL P.E.# 58705 8 a W R N U) 0- W K JJ 9 W 1 O I I D nNCHORCAPAC . ANCHOR CAP.,,,,,,,, DP,m) X MULLION ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 r, NY LY /V ' Mil( z. r No. 58705 rTA F' (v\ i CCS •'•R,<ORIDP.. •'' ` qq A. -N 14LEWP.E. FL P.E.# 58705 1 1.000" r-- -j 1.000" (-- 125'[1237525" 2000" 2.000" 125" r " 1' X 2. X.125' MULLION 1"X2"X.375"MULLION 8063-T6 ALUM. 6063-76 ALUM. X -SECTION X -SECTION STANDARD CLIP 2 000" I 6063-T6 ALUM. X -SECTION 125" f 5.500" CUT HERETO .375" 375" 3.125"--'j _ CREATE FCLIP, SEE MIN. MIN- DETAIL F, SHEET/ i_______I A L- _____J L__ -___-J L- STANDARD CLIP 606176 A.M. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 5.500 -------------- j .375" 375" MIN. MIN. I IIII II B I 1 j I I I II I C OFFSET CLIP 125" 6063-T6 ALUM TOPVIEW 1 1.000' r 125' 2.750" 375" T 1" X 2.75 X .376" MULLION 8063.76 ALUM. XSECTION f•-.126' I 2.125" U -CLIP 8063-T6 ALUM, X.SECTION 125"J i .740' F-- 1" X 2.75"X.650" MULLION 6063.76 ALUM. XSECTION ITS{ I-^.125" 2X5 ANGLE CLIP 6063 -TB ALUM. 2.000" X -SECTION 125' 376" MIN. F 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1/18". Mull Dim (sheet DIAMETER: 1" X 2" X.126' (5) Mullion 66605 PGT Part # Std. Clip OHsatClip 666113M 6661118M U•Clip 666243M 338" MM. 1" X 2" X.375" (6) A I 666244M UCLIP 1" X 2.75" X.375- (7) 66607 8063 T6 ALUM. 666245M 666513M 1" X2.76' X.650" (B) TOPVIEW CENTER OF ANCHOR 666246M HOLE MUST LIE 1" X3.125" X.500" (9) WITHIN THE DASHED 6661116M 6661114M BOUNDARY, SEE 666515M SHEETS 5-17 FOR THE 66641M ANCHOROC. TABLE B DISTANCE MAXIMUM 1.29'X2.11" X.125" (18) 69370 ANCHOR HOLE N/A 666517M DIAMETER: ANCHOR C 0.862 D 1.762 DIAMETER 11116', 1.813 1.26" X2.11' 121' Alum Tube Mull 1" X 2.75"X.650" MULLION 6063.76 ALUM. XSECTION ITS{ I-^.125" 2X5 ANGLE CLIP 6063 -TB ALUM. 2.000" X -SECTION 125' 376" MIN. F 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1/18". Mull Dim (sheet DIAMETER: 1" X 2" X.126' (5) Mullion 66605 PGT Part # Std. Clip OHsatClip 666113M 6661118M U•Clip 666243M Angle Clip 666511 M 1" X 2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X.375- (7) 66607 666115M 6661120M 666245M 666513M 1" X2.76' X.650" (B) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.500" (9) 68637M 6661116M 6661114M 666242M 666515M 1,25" X3.188" X.265" (12) 66641M 6661117M 6661113M 666241M 668516M 1.29'X2.11" X.125" (18) 69370 N/A N/A N/A 666517M NOTES: 1) HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9,12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TART r A Dimension Value on) For Mullion: A 1.625 V X2" X.125" Aluminum Tuba Mullion B 2.654 C 0.895 D 0.740 A 1.125 1°X2"X. Aluminum Tube Mullion B 2,404 C 0.635 D 0.490 A 1.875 1' X 2.76'" X 375 Aluminu Tube Mullion B 3.000 C 0.757 D 1.116 A 1.312 1"X2.75"X 850" Aluminum Tube Mldlion B 3.000 C 0.476 D O-836 A 2000 1" X3.125" X 500' Aium Tuba Mull B 2.637 C 0.863 D 1.137 A 2.625 125" X 3.168' X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26" X2.11' 121' Alum Tube Mull PRODUCT REVISED ascemplVing wlth the Florida Building CCodde Non -No. 17-0630.01 Expiration Date 05/26/2021 Mlam roduct Control- a t,1Y LYNNM' 1,••' 0CENgF • C ' No.58705 A. FL P. 8705 4.000'R-1 4.000" 25" 125" 125' 1"X4'X.125" I7 1"X4"X.375' MULLION MULLION 6063 -TO ALUM. 6063-T6 ALUM, X -SECTION XSECTION 125'X3.25'X.100' 1.25'X 3.257X.624' MULLION MULUON 6005-T5 ALUM. 6005-T5ALUM X -SECTION X -SECTION 1"X 4'X.375" r T'-MULUON 6063-T6 ALUM. XSECTION 1.250" 3.94" 6 100 1 .820' 1- 1.25' X 3.94' X.624* MULLIONBOOSTSALUM. XSECTION 740" j .125' -•-I I---.125' , II 2.125" 2.000" 2X5 ANGLE CLIP U -CLIP 6063-T6 ALUM. 8063-T6 ALUM. XSECTION .125" X -SECTION L ZM 125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1710'. 6,500"j 125" STANDARD CLIP 2.000' 1 6083-T6 ALUM. G X -SECTION I 125" 1 3.000 740" j .125' -•-I I---.125' , II 2.125" 2.000" 2X5 ANGLE CLIP U -CLIP 6063-T6 ALUM. 8063-T6 ALUM. XSECTION .125" X -SECTION L ZM 125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1710'. 3.469" 12 11ii i1iIIIIj I( Iw 2.661 5' .375" IIIII I 375' 173 • 125 1.877MIN. 3.2 U. 125' . 125' 45° 2.250' I H 3.26D45- BAY MULLION 50+ 3IONI663 -TB A.L -------- ------- gULLIO 111M. X- SECTION01 60X-SECON G OFFSET CLIP II . 125' 6063 -TB ALUM. 22&'J -.981"-i .226"1 {--- 981""-I . 740" TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15,19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dimension VsIU*jIn)j 6,500"j F3.687 1.938 0.500 1" (4"X G 3'125° CUT HERE TOFCLIP, SEE H 2.680 1 3.000 375' MIN. F CREATE I DETAIL F. SHEET 4 l" X4" X G 0.757 375" Aluminum I I 1 I I Tube & "T' F2.250 376' CENTER OF ANCHOR HOLE 0.750 I I I I I 3.250 Tube Mullion I MUST LIE WITHIN I I I I THE DASHED I I I BOUNDARY.SEE I I I I F SHEETS 10.17 75" FOR THE F ANCHOR O.C. DISTANCE 1 I I I I MAXIMUM I I I I I ANCHOR HOLE I I I I DIAMETER: ANCHOR DIAMETER • 1/16'. rt. L STANDARD CLIP U -CLIP 6063-T6 ALUM. 8083-T6 ALUM. CENTER OF AN HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C- TABLE C DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/16', 3.469" 12 11ii i1iIIIIj I( Iw 2.661 5' .375" IIIII I 375' 173 • 125 1.877MIN. 3.2 U. 125' . 125' 45° 2.250' I H 3.26D45- BAY MULLION 50+ 3IONI663 -TB A.L -------- ------- gULLIO 111M. X- SECTION01 60X-SECON G OFFSET CLIP II . 125' 6063 -TB ALUM. 22&'J -.981"-i .226"1 {--- 981""-I . 740" TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15,19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dimension VsIU*jIn)j For Multlon: F3.687 1.938 0.500 1" (4"X G 1.000 125` AluminumH2.680 1 3.000 Tube Mullion F 3.187 l" X4" X G 0.757 375" AluminumH2.430 1 3.000 Tube & "T' F2.250 115' X 3.25" G 0.750 X.100' AluminumH1.500 3.250 Tube Mullion MIN. i 375" MIN. I r - v Q Q , Al . I I Z $ W Q Y `SJU7 (l) U Q O O 2X5 ANGLE CLIP0_ Y Q y,Q 6083 -TB ALUM. g lama' TOPVIEW a" PRODUCT REVISED TABLE C, CONT. as complying with the Florlda 6ullding Code NDA -No. 17-0630.01 Expiration Date 05/26/2021 Dimension Value (in) I ForMUliton: F G 1.938 0.500 1.25 X 3.25' X.824' Aluminum Tube Mullion H 1.438 1 3.250 F G 2.825 1.125 1.25'X3 , 94' X.824' Aluminum Tube Mulllan H 1.500 1 3.250 F 2.813 30° Ba Mull F 2.875 45° Be Mull Mull Dimension sheet 0) POT Part# Mullion Std. Clip Offset CUP U-CliP AnOle Cllp 1" X4' X.125' (10) 69361 666111M 6661122M 666241M 6W518M 1" X4" X.375` (11) 66610 ee8112M 6661123M 666242M OW619M 1" XV X.375* "r 01) 86653 666112M 6651123M 666242M 66e619M 1.25' X3,25" X.100' (13) 201WI20312 8661127M e881124M 6662410M 60e5115M 1.25" X3.25' X.e24" (14) 20161120316 866IMM 6681126M 6662411M OW3118M 1.25' X3.94' X.624' (15) 20162 6661117M 6661128M 66e241 W6517M 30 Degree (19) 86849 WA NIA WA 6685110M 46 Degree (20) 86650 WA N/A WA 6665111M LICENSE'•, r No. 56705 A. LY/I// MILL l P.E. FL P.E.# 58705 TABLE E 3) r_______ IIIIII IIIIIIL_ ______ I I I I___ i II11II I1 I I I I1IJ Mull Dimension PGT Part# Q 38' 4 sheet#) Mullion Std. Clip U -Clip Angle Clip 1 x•125" 2' X 4" X.261 (16) 66602 666261M 666271M 6665112M m o 2" X6"X.25" (17) 66604 666262M 666272M 6665113M 1 ST63-T6A CUP UM. 6063 -TB ALUM. z 2.000" X -SECTION NOTES: L -------------1 MIN. R Wof O J Y 125' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE U U HOLE LOCATIONS. EE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.490"--1 S 375" MIN. 4.000" 250" n2.000' 2" X 4" X .25" MULLION 6063-T6 ALUM. X -SECTION 5.500 CUT HERE TO 3.500" CREATE FLIP, CC -SEE DETAIL F, r SHEET4 r_______ IIIIII IIIIII L_ ______ I I I I___ i II11II I1 I I I I1IJ M11MIN. 3.438' L_ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 250" L WITHIN THE DASHED BOUNDARY. SEE TOPVIEW r -2.000"--j 6.000" 2"X 6'X 25" MULLION 6083 -TB ALUM. X -SECTION SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE / DIAMETER ANCHOR DIAMETER+ 1/16'. z 5.500" CUT HERETO 3.500' CREATE F -CLIP, . 375" MIN. SEE DETAIL F, MIN. ' r-SHEET4 MIN. I 1 I I I I 1 I I I I I I I 1 I 1 I I I I FL -I T_ -- 4.686' I 5.438" i I I I I I I I 1 I 1 II I I STANDARD CLIPL 6063-T6 ALUM. TOP VIEW 1 f--.125" U -CLIP 6063-T6 ALUM. 2.125' X -SECTION 1 . 125 I 3.438" I U -CLIP, 8083-78 ALUM. SED OR 2"X 4" M.I ION, SHEET TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY, SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116' 375" I I 4 t 5.438" I I U -CUP 6063-T6 ALUM. USED FOR 2' X 6" MULLION, SHEET 17 TOPVIEW ff g o 2X5 ANGLE CUP e 6063-T6 ALUM. z 2.000' XSECTION N 125' if T+ U O n HN W ZO W W J 01 yn 9 5.000' 375' Fr W z 0 01 MIN. m U (D LU m Z T_____________________1 zU26 m Z W ` $ 0 o 6 o_ 5 o z 7 Q J r I 3.438' i I I 1 I I I I II Q 38' o I I I 1 I I a m o mo 375" z 8 L -------------1 MIN. R Wof O J Y U U 2X5 ANGLE CLIP O HOLE MUST LIE 0¢¢ z O CENTER OF ANCHOR 6063-T6 ALUM. 0.. eu Um 01 WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS I6-77 FOR THE ANCHOR O.C. a O O DISTANCE. MAXIMUM ANCHOR HOLE O VO- CIAMETER: ANCHOR DUNAETER + 1116". PRODUCT REVISED as complying with the Florida Building Coda 5.000' 375' NOA-No. 17-0630.01 MIN. Expiration Data 5!26/2021 By Miami- a Product Contro 6. I I 1 I I I I III I III I 1 I I 38' 1 I I I I I I 1 I I I I I I I 1 I I 2X5 ANGLE CLIP 6063•T6ALUM. TOPVIEW 1111 ttt a 1Y•LYNN.t '' Q `. •' VICENSF •.. No.58705 . 375" MIN. I OT •. dO •7: Ch`s "4ORIDP,.•'- : S'()NAL ENG` A. LLR, P.E. FL P.E.# 58705 EXAMPLE 72• MULLKNJU LENGTH 1: SINGLE VERTICAL MULLION NO ANCHORS N HEAD SEE SEE FENESTRATION DETAiLs, PRODUCTS SHEETS APPROVAL 2 r DEia S, SHEETS2-3 NO ANCHORS IN WINDOW SILL 32" 32' Muu WIDTH OPENING W®TH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WIN60W FRAME DEPTH IS 2.1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF -60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCING SHEET 25. THE COLUMN USINGRECTANGULARLOADINGMUSTBEUSED. 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 DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE' FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X.375- MULLION (LENGTH = 72", OPENING WIDTH = 70'1 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/58.3 PSF AND WOULd NOT BE SUITABLE FOR THiS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75"X.650' MULLION (LENGTH - 72', OPENING WIDTH - 70 ") HAS DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LES. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 636 LBS 60 PSF) X = 52a.9 LBS (MAYBE USED 70 QUALIFY # 10 STEEL SCREWS FROM TABLE 46) 72.7 PSF n $ o= ..- 04 Z N ¢ UO 0 Lr S O w O F F- (moo F-2 m 7C THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A Ic DESIGN PRESSURE OF +50.O/S5.0 PSF. Q FOR THE VERTICAL MULLION: Q NZ ' 1) INITIALLY ASSUMING THAT A 7" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+1"=105" AND THE OPEMNG WIDTH IS 36+36'+1' a73". REFERENCING SHEET 25. USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8" AND WILL LU g o c THE COLUMN MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 8 EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X.375' MULLION (LENGTH - 108', OPENING WIDTH = 801 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -t-15.1 PSF w Q- Y UMULLWIDTH --I i-- SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. XXX Q FROMTABLE 12A, SHEET 16, THE 2"X 4"X.250"MULLION (LENGTH = 108", OPENINGWIDTH -80') HASA DESIGN PRESSURE OF+I-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS w Z 0CFORTHE1'0 32 OPENINGAND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE 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 DETAILS, SHEETSLPrAP-P-ROVAL ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED 2.4 THE 73"DIMENSION (35-112'+35-1YL+2"=73"). as com 1 Ing wlth the Floritla Bandng Code2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POUREDTHEMULLIONCLIPWERETOBECENTEREDWITHINTHE8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0830.01 VER ICALI CONCRETE HEADER AND SILL ARE 8"WIDE. IF 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1P2" GNES AN ANCHOR CAPACRY OF 1050 LBS WHICH IS GREATER, AND Expiration Dale 0512612021 MUwON _ _ LENGTH SEE SEE USING THE STANDARD CLIP WITH (6) THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITYOF 971 LBS. BY ---_ _ a DETAILS. DETAIL E, 2 SHEET3 FOR THE HORIZONTAL MULLK)NS: D: w Miam a Product Onro OPENING SHEETS HEIGHT BECAUSE THE VERTICAL MULL WILL 6E A 2"X 4" X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER Nwa, FORHORIZMULLION 72' MULLION TYPE COULD BE CHOSEN. LENGTH IS 3B' AND THE OPENING HEIGHT IS 32".72"+2!'=l 06". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE C1 1) THE MULLION USED. FROM TABLE 12A, SHEET 16, THE 2" X 4- X.250- MULLION ((d LENGTH = 42", OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF+,' -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEEDETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B" WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH z SHEETS2-3 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED 4) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w I I I I . I i ANCHOR CAPACITY OF 521 LBS. L C 3e•. HDftlz. 39•, HORIZ 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR\,IOEN,q LENGTH MULL LENGTH' jI CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ii Z ` `(". •. l Ij MULL I --OPENING WIDTH FOR VERTICAL MULL --i ANCHOR TYPE IS A #12 STEEL SCREW, DESIGN PRESSURE IS: NO. 5870.5 FROM THE ABOVE STEPS, OUR MULUON 1-64.7 PSF FROM THE VERTICAL MULLION; PSF FROM THE 3o HORIZONTAL MULLION ATTACHING TO CMV; J lY SATE1-170.0 ATTACHING TO THE VERTICAL MULLION (INTERSECTION} V` 20RLDi^.. 170.0 PSF FROM THE 36" HORIZONTAL MULLION THE LOWEST DESIGN PRESSURE IS +I-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. i/is'. '• • CS/ONAL S \``•` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATIONPRESSUREREQUIRESTHATTHEBOTHTHEMULLIONANDTHEFENESTRATIONPRODUCTBEINSTALLED IN 1 ` \\ o A. L`IIVI(liO/il ILLI\R, P.E. a PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.# 58705ACCORDANCEWITHTHEINSTALLATIONSPECIFICATIONS EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I E AMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: C $ a X v ulN PW PW D Z yN rc W_ O c W o 3 I— o u) m III to 0z z eU II I i i III LOADING OF VERTICAL MULLION _w '`a: u -30 J Lu Z LOADING OF HORIZONTAL MULLION j Q d _ t` Z Z Q rn rn L Q Z N yMia -0 a Product Control U) LU SH/DH SH/DH Q Q LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I E AMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: C $ a X v ulN PW PW D Z yN rc W_ O c W o 3 I— o u) m III to 0z z eU II I i i III LOADING OF VERTICAL MULLION _w '`a: u -30 J Lu Z LOADING OF HORIZONTAL MULLION j Q d _ t` Z Z Q rn rn L Q Z N LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS yMia -0 a Product Control U) LU os a SGO IL S LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING O VERTICAL CAL MULLION s yMia -0 a Product Control U) LU os 4 I/ IL S wZ O / LYNN• • • • PW BE DETERMINED. USE RECTANGULAR LOADING. ENgF ,,'- IC''C i 3) SEE PRODUCTS' APPROVAL FOR LOADING O VERTICALCAL MULLION s yMia -0 a Product Control U) LU os PW I/ ILS S wZ LOADING O VERTICALCAL MULLION s yMia -0 a Product Control U) LU os PW PW CONFIGURATIONS. S wZ O / LYNN• • • • PW BE DETERMINED. USE RECTANGULAR LOADING. ENgF ,,'- IC''C i 3) SEE PRODUCTS' APPROVAL FOR No. 58705 ACTUAL ANCHOR LOCATIONS. U O 10NAL SN"N LOADING OF HORIZONTAL L s MULLION Z mo} SRMH a Q/ PRODUCT REVISED escom I ng with the Florida Building oda NOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: yMia -0 a Product Control 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT O / LYNN• • • • PW BE DETERMINED. USE RECTANGULAR LOADING. ENgF ,,'- IC''C i 3) SEE PRODUCTS' APPROVAL FOR No. 58705 ACTUAL ANCHOR LOCATIONS. TA 10NAL SN"N LOADING OF HORIZONTAL A.'LlYNNI MILLE'A, P.E. MULLION FL P.E.# 58705 Bosom M1AM1•DADE MIAMI --DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR; AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 "HS -8800 (Fin -Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8800-0801 Rev D , titled "HS -8800 Horizontal Rolling Fin Impact Window'', sheets 01 through 05 of 05, dated 04/08/08 and last revised on NOV 21, 2017, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. . See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in sheet 1. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade. 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply. with any section of this NOA shall be cause for termination and removal of NOA. A.DVERTISEtI'IENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Thi: NOA revises NOA No. 14-0908.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. u NOA No. 17-1212.14 Expiration Date: October 09, 2018 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. - Submitted under previous NOA No. 08-0701.03) 2. Drawing No L8800-0801, titled "HS -8800 Horizontal Rolling Fin Impact Window",. sheets 01 through 05 of 05, dated 04/08/08, with revision "C" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4391, dated 02/28/08, signed and sealed by Candido F. Font, P. E. Submitted under previous NOA No. 08-0701.03) 2. 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 horizontal sliding windows, all prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-07-4392, dated 01/15/08, BETI-07-4393, dated 01/15/08, HETI-07-4395, dated 01/15/08, HETI47-4394, dated 02/28/08 and HETI-08-2039, dated 01/30/08, signed and sealed by Candido F. Font, P. E. Submitted under previous NOA No.08-0701.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 06/20/08, signed and sealed by Thomas J. Sotos, P. E. Submitted under previous NOA No. 08-0701.03) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteT) PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212:14 Expiration Date: October 09, 2018 Approval Date: February 01, 2018 E — l. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 50 Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. Submitted under previous NOA No. 12-0127.17) 4. Statement letter of no financial interest, dated 06/20/08, signed and sealed by Thomas J. Sotos, P. E. Submitted tinder previous NOA No. 08-0701.03) 5. Laboratory compliance letter for Test Reports No. HETI-07-4391, HET147-4392, HETI-07--4393, HETI-07-4394, HETI-07-4395 and HETI-08-2039, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P. E. Submitted under previous NOA No. 08-0701.03) G. OTHERS I. Notice of Acceptance No. 13-0724.09, issued to Lawson industries, Inc. for their Series HS -8800 (Finn -Frame) Aluminum Horizontal Sliding Window - LM.I.", approved on 11/13/13 and expiring on 10/09/18. 2. . New Evidence submitted. A. DRAWINGS 1. Drawing No. L8800-0801 Rev D, titled "HS -8800 Horizontal Rolling Fin Impact Window", sheets 01 through 05 of 05, dated 04/08/08 and last revised on NOV 21, 2017, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6t' Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None Isthaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.14 Expiration Date: October 09, 2018 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifolg Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (611 Edition) and "No financial interest" dated- 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawson Inc, signed by Nelson Erazo, Senior design engineer. G. OTHER 1. This NOA revises 914-0908.13, expiring 10/09/18. Ishaql. Chanda, P. E. Product Control Examiner NOA No. 17-1212.14 Expiration Date: October 09, 2018 - Approval Date: February 01, 2018 E-3 General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) XO or OX WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #4). 6.) XO or OX WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #4). 7.) SEE SHEET #3 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET #1 FOR GLAZING DETAILS & OPTIONS. (REFER TO SHEETS #4, FOR MAX. DESIGN PRESSURES. 9.) WOOD OPENINGS SHALL BE PROTECTED WITH AN APPROVED MOISTURE RESISTANT WEATHERBARRIER (BY OTHERS), PRIOR TO WINDOW INSTALLATION. SEE SHEET #3 FOR INSTALLATION DETAIL) 10.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE SECTION 2003.8.4 I-----.334 715 -I 0.125' TEMPERED GLASS (OUTBOARD) QUALIFIED FOR SMALL MISSILE IMPACT) 0.125' ANN. GLASS (INBOARD) LAMINATED w/ 0.090' PVB & INSULATED w/ 0.250' AIR SPACE 0.340" TOTAL GLASS THICKNESS 1-- ---.334 L.715 - 0.125' ANN. GLASS (OUTBOARD) NOT QUALIFIED FOR SMALL MISSILE IMPACT) 0.125' ANN, GLASS (INBOARD) LAMINATED w/ 0.090' PVB & INSULATED w/ 0.250' AIR SPACE 0.340' TOTAL GLASS THICKNESS INSTALLATION FASTENERS* A) 6 AT FRAME HEAD B) 6 AT FRAME SILL C) 5 AT EA. FRAME JAMB SEE GENERAL NOTE #3 75 1/4' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 0 (MAX. O.C.) 1 I t I (MAX_ O.C.) I Moz' D.L.O. .dth 14QF 33 1 /4; r` tl C x C5. E-+ o C-- J > 0 R 3 Moz' D.L.O. .dth 14QF 33 1 /4; m m tl E-+ o 3 E Q t / / nl a z < iV N T------ o co W U d Q m A 1.. a Q M0 z z 11 , Ii' Cr NOTE: SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ AND ARE XO" WINDOW ELEVATION AVA LABLDENAS OPTIONAL. OX" REVERSED ) SERIES -8800 HORIZONTAL SLIDING IMPACT WINDOW - FIN FRAME B .340J-1O 0.125' H,S, GLASS LAMINATED w/ 0.090' PVB 0.340' TOTAL GLASS THICKNESS 340--1--moi 0.125" ANN. GLASS LAMINATED w/ 0.090' PVB 0.340" TOTAL GLASS THICKNESS 30 Laminate Types & options GLAZING DETAILS, OPTIONS AND DESCRIPTION 1) Trosifol PVB by: Kuraray America, Inc. 2) Saflex PVB by: Eastman Chemical Company (NOTE: SEE DP CHARTS AT SHEET 4 OF 5) iW2()1 UC £ 13EY'i in complyiRe with the Flow& bmditig A,acepiaace Na 1 5'iiCA'Sr D'4e f' C i _ T, t-:G t `r,J• f ` Pia C o tD 0cp M W r7 I co Q to0 o it M ul z rw o O w 00 M a o O C 14QF m m tl E-+ o 3 L E Q z < iV N Cz. a o co W U d Q m A o a Q M0 z z CJ7J44 d Z.•• Cr z Q•r> d• N; ¢'d• 0:3 O W F w ou o > CO y • CO 124 Y m U O Q 4 x 4z I 7 C) 0 N m 0 N m 0N m m tl 3 L E Q iV N E o W U d A o a z z v F w Y m U O 346s2SGe ws? x tf :?,i x. z Uj Vin' Qg ' ; rte, e N aT" METAL LATH METAL LATH EXT. GRADE PLYWOOD STUCCO EXT * GRADE PLYWOOD MIN. EMBED.) STUCCO---,—. (MIN, EMBED.) #12 SMS or WS SED WINDOW FR ROTECTED WITH AN APPROVED 1/2' MIN. WOOD EMBEDMENT (TYP.) 0 C l WOOD EMBEDMENT (TYP.) LID TURE / WEATHER BARRIER CK) CoUGHOUTENTIREPERIMETER0ALLWOODFRAMING LO THERS (TYP.) Y!, ENGINEERED SEPARATELY < C73 In TO BE REVIEWED cv BLDG. OFFICIAL (TYP.) AF A' 1w Z fyp, CL La HEAD 1/4' MAX. HEAD 12 00 SHIM SPACE 0 ALTERNATE DETAIL 15 j15 18 I if lie C31 31 0 1 it if CLEAR SILICONE ADHESIVE coBEDDINGCOMPOUND00 31 EXTERIOR INTERIOR be W z LAMINATED GLASS NOTE: pq w I] ALL ANCHORS TO BE #12 SMS OR WD. SCREW fi it WITH A MINIMUM OF 1 112' PENETRATION INTO 19 ii j, WOOD. ( REFER TO WINDOW ELEVATIONS ON if If SHEET 1 FOR MAX. ALLOWABLE ANCHOR SPACING) it WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK IS LESS THAN 1/8", SHIMS ARE NOT In m CD27REQUIRED. T Al in ix SILL SHIM SPACE 4ing colk, EXTERIOR GRADE 2 BY 4 P.T. PERIMETER CAULKING y yy WOOD BUCK 1 1/2' MIN. WOOD EMBED SEE ELEVATION FOR PE: ANCHORS TO BE #12 SMS OR WD. SCREW H A MINIMUM OF 1 1/2' PENETRATION INTO D. ( REFER TO WINDOW ELEVATIONS ON ET 1 FOR MAX. ALLOWABLE ANCHOR SPACING> THEN THE GAP BETWEEN THE WINDOW FRAME AND s BUCK IS LESS THAN 1/8", SHIMS ARE NOT UIRED. 1 1/2` MIN. EMBED.) TYP. I EXP SED WIND W FRAME FIN T BE PROTECTED WITH AN APPROVED MOISTURE / WEATHER BARRIER THROUGHOUT ENTIRE PERIMETER OF FIN BY OTHERS (TYP.) EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FIN BY INSTALLER (TYP.) 1,.ERPRO F B. R BOERS (TYP.) 12 X 1 3/4' S.M.S. 1 1/2' MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPACING UJ U 0 EXTERIOR GRADE PERIMETER CAULKING WINDOW INSTALLATION NOTES: 1. THE WINDOW OPENING MUST BE PROTECTED WITH A CODE APPROVED FELT OR MOISTURE/WEATHER BARRIER, APPROX. 12' WIDE THROUGHOUT ENTIRE PERIMETER OF THE WINDOW MOUNTING FIN. (NOT BY LAWSON INDUSTRIES) 2. THE WINDOW FRAME FIN TO BE BACK -BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FIN S r'%5 BY WINDOW INSTALLER (TYP.) t: 3. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO r=r;r- BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) IND W FRAME FINWINDOW GRADE PERIMETER CAULKING NOT BY STUCCO OR EXTERIOR 'LAWS N INDUSTRIES', FINISH BY OTHERS (TYP.) TO BE APPLIED BY OTHERS WINDOW INSTALLATION DETAIL ( TYP.) LAMINATED GLASS CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR 0 73" WINDOW FRAME BUCK WIDTH 75 1/4" WINDOW FRAME FIN WIDTH - 1/4' SHIM 0 21 22 8 8 Notes 1. BOTH EXTRUDED ALUMINUM AND MOLDED NYLON LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. ONLY TWO (2) LOCKS ARE REQUIRED PER EACH VENT. LOCK OR LOCK OPTIONS cr) Z:: d Z o O f o s r PT. WOOD BUCKS D w o 0 N J Z q M cI Eo z o co in o to V a o i wC13N Q a E- F U cn 1/4' SHIM 0 21 22 8 8 Notes 1. BOTH EXTRUDED ALUMINUM AND MOLDED NYLON LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. ONLY TWO (2) LOCKS ARE REQUIRED PER EACH VENT. LOCK OR LOCK OPTIONS F'Etoi3i c f Rr-vlSm w c0.6ply=ng zvilk tke Fkwift 48ceplance No -3 7- I- I _ uljiZ9M tC U m 0 N U m 0 N 3 v Q d Z o tl y s r zLi w o 0 N J Z q 6 o 0 o Q w = 0 c a - S j In C co oz v v Z o p f o m a Z y Eff 'K-C-C{-<{{EIEEEEEE N y a1 y i QifEE ti'=E11lffffEEE 1; 0: mm m U 6 tl Y a O 0 • 0000 z.` a 7190 wco . Vol* t tie c x 060 0 R••e o F'Etoi3i c f Rr-vlSm w c0.6ply=ng zvilk tke Fkwift 48ceplance No -3 7- I- I _ uljiZ9M tC U m 0 N U m 0 N U m 0 N o tl s r r o 0 N E a o A E4U0 S v v Z y N N a1 y J N 0 4 1; 0: mm m U 6 tl Y a S is i w A z.` a 7190 9 JQ HS -8800 FIN FRAME WINDOW BILL OF MATERIALS PART # REQD. DESCRIPTION REMARKS o L-7803 1 FIN FRAME HEAD 6063 -TG ALUMINUM Height in L-8801 1 FIN FRAME SILL 6063 -TG ALUMINUM Each Jamb L-7801 1 FIN FRAME FXD. JAMB 6063-T6 ALUMINUM L-7704 1 FRAME FIXED MEETING RAIL 6063 -TG ALUMINUM L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM Q L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 48.0 L-8802 1 FIN FRAME VENT JAMB 6063-T6 ALUMINUM 2 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 18.125 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 60.0 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 12 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 48.0 S';QC6 AS REQD. FRAME ASSEMBLY SCREWS 48 X. 3/4' P.H. PHILLIPS 60.0 VeAl0 AS REQD. INSTALLATI N SCREWS 412 SMS F.H./PHIL. H32 1,;;31 AS REQD, VENT JAMB VINYL WTS'P 1/4" DIA. BULB #3033 60.0 4Q-403 AS. REQD, FIN SEAL WEATHERSTRIP 187' w x .230' h P J005 AS REQ'D. FIN SEAL WEATHERSTRIP 187' w x .35.0" h 37.375 PWO0009 AS REQ'D. FIN SEAL WEATHERSTRIP 187" w x ,310' h 4-7711 AS REQ'D. GLAZING BEAD ( 3/4' ) 6063-T5 ALUMINUM O'A531 AS REQ'D, BEAD VINYL BULB 1/4' DIA. BULB #3033 48.0 X AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 3 L-7539 2 VENT EXTRUDED LATCH 6063-T5 ALUMINUM HC -057-1 2 VENT MOLDED LATCH MOLDED NYLON A 1 x LATCH LATCH SPRING STAINLESS STEEL 16 X 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM i FS -041 2 SILL RAIL ASSEMBLY SCREW 8 X 2 1/4' P.H./PHIL. 60.0 HC -044-1 2 WEEP FLAP & BAFFLE 23 HC -040-1 2 SASH ROLLER & HOUSING 48.0 60.0 HC -026-1 1 SCREEN FRAME & MESH 3 3 X 1 ATTACHMENT SCREW 2 CLIP 8 X 5/8' S.D.S. 49.625 X 2 LAMINATED GLASS See Detait @ sheet 1 of 5 60.D SM -5504 AS REQ'D. GLAZING SILIC NE See Detail @ sheet 1 of 5 025 TrueSeal' AS REQ'D. Insulated Glass Swiggle Seal 1/4' air space 48.0 X 1 PRODUCT LABEL 60.0 3 SM -5504 AS REQ'D. J INT SEALANT 32 52.125 1K AS REQD. PERIMETER ACRYLIC CAULK I SI P LYSEAMSEAL HS -8800 Impact Horizontal Sliding Window Configuration: "XO or OX" Note; 00 WINDOWS WITH GLASS TYPES 'C' INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, PRODUCF REV1SM IL% Gx3.enj*ing viltit tkt Aacepagwe tau T m 0 N Frame Buck Size T Design Load as perGlass Type oFrameInstallationAnchors Code Size Width Iin Height in A"(Annealed) P - 71 B" H.S.) P(+) C" Ann.nnsulated P(+) Head Sill Each Jamb Total R 'd. S 1 to o Z r 0 ca M I Q 13 18.125 37.375 48.0 48.0 60.0 60.0 60.0 60.0 2 3 10 A 14 18.125 49.625 48.0 48.0 60.0 60.0 60.0 60.0 2 4 12 15 18.125 62 48.0 48.0 60.0 60.0 60.0 60.0 2 5 14 oD Q H32 25.5 25 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 H33 25.5 37.375 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 u1 H34 25.5 49.625 48.0 48.0 60.0 60.0 60.0 60.0 3 4 14 r H35 25.5 62 48.0 48.0 60.0 60.0 60.0 60.0 3 5 16 22 36 25 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 23 36 37.375 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 O 24 36 49.625 48.0 48.0 60.0 60.0 60.D 60.0 3 4 14 025 36 62 48.0 48.0 60.0 60.0 60.0 60.0 3 5 16 32 52.125 25 48.0 48.0 60.0 60.0 60.0 60.0 4 3 14 0 33 52.125 37.375 48.0 48.0 60.D 60.0 60.0 60,0 4 3 14 34 52.125 49.625 48.0 48.0 60.0 60.0 60.0 60.0 4 4 16 35 52.125 62 48.0 48.0 60.0 60.0 60.0 60.0 4 5 18 D22 73 25 48.0 48.0 60.0 60.0 60.0 60.0 6 3 18 D23 73 37.375 48.0 48.0 60.0 60.0 60.0 60.0 6 3 18 D24 73 49.625 48.0 48.0 60.0 60.0 60.0 60.0 6 1 4 20 D25 73 62 60.0 60.0 60.0 60.0 6 5 22 2020 23 23 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 2030 23 35 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 2040 23 47 48.0 48.0 60.0 60.0 60.0 60.0 3 4 14 2050 23 59 48.0 48.0 60.0 60.0 60.0 60.0 3 5 16 3020 35 23 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 3030 35 35 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 Cn 3040 35 47 48.0 48.0 60.0 60.0 60.0 60.0 3 4 14 N 3050 35 59 48.0 48.0 6D.0 60.0 60.0 60.0 3 5 16 6 4020 47 23 48.0 48.0 60.0 60.0 60.0 60.0 4 3 14 Q 4030 47 35 48.0 48.0 60.0 60.0 60.0 60.0 4 3 14 r 4040 47 47 48.0 48.0 60.0 60.0 60.0 60.0 4 4 16 4050 47 59 48.0 48.0 60.0 60.0 60.0 60.0 4 5 18 0 5020 59 23 48.0 48.0 60.0 60.0 60.0 60.0 5 3 16 5030 59 35 48.0 48.0 60.0 60.0 60.0 60.0 5 3 16 5040 59 47 48.0 48.0 60.0 60.0 60.0 60.0 5 4 1 18 5050 59 59 48.0 48.0 60.0 60.0 60.0 60.0 5 5 20 6020 71 23 48.0 48.0 60.0 60.0 60.0 60.0 6 3 18 6030 71 35 48.0 48.0 60.0 60.0 60.0 60.0 6 3 18 6040 1_71 71 47 48.0 48.0 60.0 60.0 60.0 60.0 6 4 20 6050 1 59 60.0 60.0 1 60.0 60.0 6 5 22 Note; 00 WINDOWS WITH GLASS TYPES 'C' INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, PRODUCF REV1SM IL% Gx3.enj*ing viltit tkt Aacepagwe tau T M 0 N m 0 N m 0N t_ o g to o q 3 S L to o Z r 0 ca M I Q z Z h o ca U Q o o 0Z r. 0 Lo q l C A a 2 o hzW .o o Er J Z O H v U-) Ld_ r m z O oD Q F o x COo j ssii s G6SSc a YP e "" s G s> _ U 0 o m C) z EQ-• w U) o cz d 1.4 d V M co o E a_ x zZ M 0 N m 0 N m 0N t_ 3 S L 0 ON r N ca C1 U2 A a 2 v m Er x M v S r m t„j O j ssii s G6SSc a YP e "" s G s> _ eeeek" s . HEAD I i2So--( D3 f 643 062` L125- FRAME FIXED JAMB L-7801 O L1 A62 r 844 2.651 SILL TRACK L-8702 O 093 n2s FRAME JAMB i2 VENT TOP RAIL VENT TOP CORNER FRAME HEAD OoVENTJAMBRAIL FRAME TOP CORNER FRAME JAMB VENT LOCK RAIL • sa 1 FRAME MEETING RAIL • • j FRAME SILL / /" .. i z VENT BOTTOM R2 L /" • 1 /' • • VENT BOTTOM CORNER / B I I •f FRAME BOTTOM CORNER DO FRAME SILL / MEETING RAIL FRAME SILL o O m C Q °' NNO 0 Fy a' 'n M Q3 zw o a z o Or'° a a Q fir wT i a • • dz W • 0 c* 3 w Gly R • H Q ZN. E- CJ a d ¢ Q. E-' o CZ - z W I Z ¢ W 1:4 C) z a S• N •E 0 • • Q•••• O /y co •N f •`i • r.-• O r y p o co r SILL RETAINING CLIP L-8705 1 O 1.4b6 462 754 [-- E SILL Ji 2374 062 61 L125 .062 P,655 FRAME VENT JAMB L-8802 2400 O L-r 462 2643 062 i • s a VENT SPRING LATCH L-7539 2 1 .062 1.235 I 698 INTERLOCK RAIL 05 462- 2062 FIXED MEETING RAIL L-7704 462 2285 078 L504 m o 0 E m m m a 0 o m m 0 o o m a 0 tl o h GLAZING BEADm L-7708 I B50 050 o N m 0 N w 073-1 1 773 FRAME & SASH CORNER ASSEMBLY DETAILSa i> 3 cr C m 9 a d C E V s C ly ieg with the F14 ar t ri%%J: comp No, 7r,1G12. j Y fps `'•d; F Wpmt s JAMB RAIL B 2400 L450 462 L235 VENT TOP/BOTTOM RAIL= L-7707 6O L375 -1j 062-- L165 rZ ~ Bp7d 1 P x rot4 a. ate ._ L• e`* Ems+ d GLAZING BEAD L-7711 Oso 8150 j f jI773x$Orra D Y - MIAMHDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOA" AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Labrador & Fundora Corp dba V & V Windows 2355 W 4' Avenue Hialeah, FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docaimentation 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 "300" Outswing Glazed Aluminum Door w/wo Sidelite or door w/wo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev G, titled "Series Aluminum Out—Swing Entrance Door L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on 03/29/17, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) ratings in sheets 2, 3, 4 & 5 for unit sizes Vs glass type. Lower Design Pressure from doors, sidelites or mullion shall control when doors are mulled (w/wo Reinforcements). 2. Door w/ transom is limited to max. 25-1/2" h Transom. 3. The maximum positive exterior DP shall be + 66.30 PSF, where water infiltration requirement is needed. 4. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame area of alternate size shall not exceed 96 ft, nor panel tested area and max. panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 15-0310.05 consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1011.02 Expiration Date: September 01, 2020 Approval Date. December 21, 2017 Page I Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - • 1. EVIDENCE SUBMITED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W1048 Rev F, titled "Series Aluminum Out—Swing Entrance Door L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0113.02/#10-0406.04) 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(+50.0 PSF, sill S -I only) 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 an Aluminum outswing French doors w/wo sidelite and door w/Transom & sidelites, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF--0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51h Edition), prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02, 04 and -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. Dupont) for their "Butacite® PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and M_. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) Jorge M. Plasencia, P.E. _ Zoduct Control Unit Supervisor NOA No 17-1011.0-2. Expiration Date: September 01, 2020 Approval Date: December 21, 2017 E-1 I Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continued) 4. Florida Department of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises & renews # 12-0113.02, expired on 09/01/15. 2. Test proposals #07-3564 & test proposal dated 10/20/08 approved by BCCO. 2. NEW EVIDENCE SUBMITED A. DRAWINGS 1. Drawing No. W10-08 Rev G, titled "Series Aluminum Out—Swing Entrance Door L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on 03/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 611 Edition (2017), prepared by Al Farooq Corporation, dated 09/25/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5' Edition (2014) and FBC 611 Edition 2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 15-0310.05, expiring on 09/01/2020. Jorge M. Plasencia, P.E. Zuct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01, 2020 Approval Date: December 21, 2017 E-2 LEAF BOTTOM CORNER FRAME TOP CORI TRANSOM CORNER 22 Tz, jNER 22 SIDELiTE SLIP ON JAMS CORNER PRODUCT REVISED as complying with the Florida Building Code: NOA-No. 17-1011.02 Expiration Date 09/09/2020 IA IF-A 0 4 j N 1 Lp ron OF o nw Z N w12 I o L- Ln 0 U y w N O fA 000i 2 r Mm no. Riot..= ,; W1 0 Iilll% X%; fig sheet 12 of 1: 211e a Fr O 3 0 00 aLo 0aing A 0 b rr O d M .- Q r 044 1 laN(i ZMQ w LEAF TOP CORNER LEAF BOTTOM CORNER FRAME TOP CORI TRANSOM CORNER 22 Tz, jNER 22 SIDELiTE SLIP ON JAMS CORNER PRODUCT REVISED as complying with the Florida Building Code: NOA-No. 17-1011.02 Expiration Date 09/09/2020 fX IA IF-A 0 4 j N 1 Lp ron OF o nw Z N w12 I o L- Ln 0 U y w N O fA 000i 2 r Mm no. Riot..= ,;W1 0 Iilll% X%; fig sheet 12 of 1: 211e a Fr O 3 0 O'oM o aLo 0aing A 0 b rr O d M .- Q r 044 1 laN(i m ZMQ w fX IA IF-A O j N 1 fX IA O j N 1 U o o L- w U y z O fA 000i 2 r Mm no. Riot..= ,; W1 0-08 Iilll% X%; fig sheet 12 of 1: 211e V O 3 0 aLo O d M .- Q J -a N = z c W V V U1 f/ l U fh W W !Y W r0 a a z o W o azzaz :D NjN M+Ili a f illfj I I • O 4 O O ojojw jtijo j N 1 n0 a 70592 y o a kill OF 4,011,drawing no. Riot..= ,;W1 0-08 Iilll% X%; fig sheet 12 of 1: 211e 4.000 078 NP. 1.500 j FRAME HEAD/JAMB Ell 25 1 1.750 38 984 5 TOP & BOTTOM RAIL 626 1.500 1 75 06d 388 I t 1.608 7 9 SWEEP ADAPTER j 1.134 2. 062j062 .485 P.7F10 1.164 3 SILL COVER Fes -2.153 ---1 088 1.660 563 078 TYP. 4.000 1 FRAME SILL 4.6884.688 4.000 -moi INACTIVE ASTRAGAL STILE F.094 T 0 2 O I 0 626 0 1 O M w0 o wIIA 078 TYP. mUj a 11 ° N 111 0 3-1/2" 4.000 11 ° aa O- 0 o O d M HINGE STELE N U 2 0 L ° 5.313 int LL 078 O iunifi 410-24 X 1/2" FH MS YP. 17A CRS TYPE 23 s2s t.7.50 V Qm 3 PIECE HINGE 078 TYP. 094 J 5.313 LOCK/ASTRAGAL STILE SIDEUTE STILE a{ 1.133 F 814062 1.313 SIDELITE ADAPTER 1.984 3 76 , 2 STI FFEN ER 560 719 . 045 11 F-.640 GLAZING BEAD - 7/16" GLASS 09 . 498 709 . 050 11A 1-•609 GLAZING BEAD - 5/16" GLASS n fEll Iql 4" L#12-24 X 1/2" FH MS CRS TYPE 23 BALL BEARING HINGE PRODUCT REVISED as complying with the Florida Building Code NOA-4Eo. 17-1011.02 Expiration Date 09/01/2020 B i y mianii-D Product Control 7592 lS+ yL _ O v Y N b s. S TECF •& drawing no. 11111 ! •® 1W10-08 1121-11k\sheet 11 of 13 o I 0 O M a aa O- U O d MN U int LL O iunifi V Qm C o o° OaQo, Oa E v1 .co WW 000000 z rn w» a .. 0000. z 0000.. 0000. 0000.. 0000 0000 r. 0000 0000. 0•000 d N p 0000• 00.00 00 0 0000•• 0000• o 00 0 R 000• •• c0 000000 w 00 Z00 8I%-. • • • 4 W U a + O a 0 O h0o $ a i B at(, i JO0C4XIL° jrd W Lj UWW Uf N U N ON Q W V C7 z U' n f'l Owr 0 na 7592 lS+ yL _ O v Y N b s. S TECF •& drawing no. 11111 ! •® 1W10-08 1121-11k\sheet 11 of 13 LOCKS - OPTION 91: ACTIVE LEAF; 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC,' 7/16" X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52-3/4" FROM BOTTOM LOCK HANDLE AT 49-1/2" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS 0000 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 0.000• 0•• 6 • 6063-T6 0000 I 6063-T6 V & V SELECTED EXTRUDER 3 i 1 SILL COVER 6063-T6 0000•. 0006• 6063-T6 V & V SELECTED EXTRUDER 0000 TOP AND BOTTOM RAIL 00000 6600 HINGE STILE 6063-T6 V & V SELECTED EXTRUDER 6•••• 0600• LOCK AND ASTRAGAL STILE 0000 0• go• AS READ. INACTIVE ASTRAGAL STILE 6063-T6 V & V SELECTED EXTRUDER 6063-T6 000066 SIDELME ADAPTER 0000•• V & V SELECTED EXTRUDER GLAZING BEAD - 5/16" GLASS 6063--T6 V & V SELECTED EXTRUDER GLAZING BEAD - 7/16" GLASS V & V SELECTED EXTRUDER 12 AS REQD. LOCKS - OPTION 91: ACTIVE LEAF; 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC,' 7/16" X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52-3/4" FROM BOTTOM LOCK HANDLE AT 49-1/2" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 V501 3/ DOOR FRAME HEAD/JAMB 6063-T6 V & V SELECTED EXTRUDER 2 V502 1 I 6063-T6 V & V SELECTED EXTRUDER 3 i 1 SILL COVER 6063-T6 V & V SELECTED EXTRUDER 4 V504 AS READ. SIDELITE STILE 6063-T6 V & V SELECTED EXTRUDER I I TOP AND BOTTOM RAIL CTIV I 6 V506 ihlACTNE ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 V501 3/ DOOR FRAME HEAD/JAMB 6063-T6 V & V SELECTED EXTRUDER 2 V502 1 FRAME SILL 6063-T6 V & V SELECTED EXTRUDER 3 V503 1 SILL COVER 6063-T6 V & V SELECTED EXTRUDER 4 V504 AS READ. SIDELITE STILE 6063-T6 V & V SELECTED EXTRUDER 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 V & V SELECTED EXTRUDER 6 V506 1/ LEAF HINGE STILE 6063-T6 V & V SELECTED EXTRUDER 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063-T6 V & V SELECTED EXTRUDER 6 V513 AS READ. INACTIVE ASTRAGAL STILE 6063-T6 V & V SELECTED EXTRUDER 9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 V & V SELECTED EXTRUDER 10 V609 AS READ. SIDELME ADAPTER 6063-T6 V & V SELECTED EXTRUDER 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063--T6 V & V SELECTED EXTRUDER 11A V517 AS REQD. GLAZING BEAD - 7/16" GLASS 6063-T6 V & V SELECTED EXTRUDER 12 V512 AS REQD. REINFORCING STIFFENER 6063-T6 V & V SELECTED EXTRUDER 13 2/ LEAF 3/8" THREADED ROD STEEL 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2" X 1-1/2" X 3/16" 97 3/ LEAF BALL BEARING HINGE ASSEMBLY 17A 3/ LEAF 3 PIECE HINGE ASSEMBLY 18 AS REQD. SETTING BLOCKS EPDM DUROMETER 805 SHORE A 19 AS REQD. FIN SEAL PILE WEATHERSTRIPPING 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60-+5 21 8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS & 8" O.C. MAX. 22 10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 AS REQD. SIDE LICE ADAPTER SCREWS ST. STEEL 24 8-32 X.1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS 25 AS REQD. BUMPER SPACER SILICONE OPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR ANDTHUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC,' LOCATED AT 46" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 36-32 X 1/2" FH MS r I NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. SH.ALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. HINGES OPTION #1: 4-3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11 " FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2" FH MS OPTION #2: 7-13/16" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10-24 X 1/2" FH MS PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-1011.02 Expiration Date 09/01 /2020 By fly, Mian —!)a ,e"product Control W R ILI I 0 6 M J 01 ZIF 0 tq 0 M U L. v UP a04 A C p p NNS c0QNW:3LLt ip i 0 j Uzi R O m C) C) w M U Z Uw CO o V) r- caa li M3 s m o a1 > m M z V o 0 a L0 vN= m m a oo cZZ a s W W 0 v a a a a Z Ir 271A 7E121C O N .. C, N a0 O M ~ a u r drawing no. W10-08 sheet 10 of 12 J MACTIVEACIVE SH.ALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. HINGES OPTION #1: 4-3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11 " FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2" FH MS OPTION #2: 7-13/16" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10-24 X 1/2" FH MS PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-1011.02 Expiration Date 09/01 /2020 By fly, Mian —!)a ,e"product Control W R ILI I 0 6 M J 01 ZIF 0 tq 0 M U L. v UP a04 A C p p NNS c0QNW:3LLt ip i 0 j Uzi R O m C) C) w M U Z Uw CO o V) r- caa li M3 s m o a1 > m M z V o 0 a L0 vN= m m a oo cZZ a s W W 0 v a a a a Z Ir 271A 7E121C O N .. C, N a0 O M ~ a u r drawing no. W10-08 sheet 10 of 12 TYPICAL ANCHORS i TYPICAL P SE FOR STRU, t /A" I— A /A' IIAV 1/4' MAX. - , SHIM a ' TYPICAL ANCHORS. SEE ELEV. FOR SPACING •" FOR SPACING STATIONARY UNIT SIDELITE SINGLE SIDELITE SIDELITE DETAILS FSIDELITE WITH DOOR DETAILS ALUM STIFFENER0• • • AS READ. w SEE SHEET 5 FOR CAPACITY o N CD y L 3 T a O CD S o I a 18Y WOOD BUCK SEE NOTE SHEET 1) Zo M R oy wt'^ iso v obi N O Lo TYPICAL ANCHORS Q 2 19N 5 0 SEE ELEV. tL M pFOR SPACINGCL N W WjL- 0 O rs Cr C>m c 0IL0Q-A 0 U) Irdiz a LU tg r WG•F PRODUCT REVISED as comp Ing with the Florida Building Code • •' • 000N 60:660 NOA-No. 17-101 1.0Z mi o Expiration Date 09/01/2026" ao a m By Miami- ade oduct Control. w n c..) ALUM STIFFENER0• • • AS READ. w SEE SHEET 5 FOR CAPACITY o N F sal U W U D.L.O. o Nw LEAF WIDTH DOOR OPNG. WIDTH 38-5/8" MAX. SINGLE (X) DOOR 73" MAX. DOUBLE (XX) DOOR LE C liiiiilJ// m a v s OF drawing no. W10--•08 loksheet 9 of 12 CD y L 3 T a o 3S o F 3 > oy wt'^ iso v m O Lo vLOa J J YMY= Q F sal U W U D.L.O. o Nw LEAF WIDTH DOOR OPNG. WIDTH 38-5/8" MAX. SINGLE (X) DOOR 73" MAX. DOUBLE (XX) DOOR LE C liiiiilJ// m a v s OF drawing no. W10--•08 loksheet 9 of 12 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 9/16" MIN. THROW BOLT PENETRATION 1 0 J O d1 s N zi E Q a o 40 0`- 0 A y o LO w a Q 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 9/16" MIN. THROW BOLT PENETRATION vo 1 0 z J O d1 s N zi E Q a o 40 0`- 0 A y d eFaLU Q aC1 e Ir °, Q zU.N iI9zN M CI c( 0 04 o O m 0 O UJ U M 2 o. z U w O a 3 1/4" MAX. z o U- E= O 00 TYPICAL ANCHORS. •.• . - : N00 SEE ELEV. _ FOR SPACING o ,n 1n y o o to o 00 V) 10 21 4, - 0 40Lei w :g PRODUCT REVISED o NW a as complying with the Florida W o W o EXTERIOR Building Code NOA-No. 17-1011.02 o 4 a a X a 4 1 Expiration Date 09/01/2020 D.L. DPG. By TRANSOM FRAME WIDTH Mia i -Da roduct Control i» 1 2 1 2 L10- 1 cVaiNN! 0 U W O pq A. clt 6 ISFR'PEOfi . drawing no. 1 0i08 DOOR WITH TRANSOM DETAILS D \` sheet $ of 7 2 1/4" MAX. 1/4" MAX. 1BY WOOD SUCK SEE NOTE SHEET 1) SHIM o SHIM Y r TYPICAL ANCHORS Building Code NOA-No. 17-1011.02TYPICALANCHORS SEE ELEV. SEE ELEV. FOR SPACING Expiration Date 09/01/2020 M M FORSPACING o; 0 N W W N fl G N 0 20 Miami -Da roduct Control W c ` vo LEA v ' pM u W 6 N XX N o z a n 41 i' d a m m t7 Ld O N M s W V 18 EXTERIOR 10A v ' S 6 7 i11llF/ hl/ tfJJ JI j, K 17 17A17 o METAL CiEAI$' N STRUCTURE 36 3/4" MAX. LOCK OPTIONS wm2 LEAF WIDTH 1 OR 2 i;4 - T OF drawing no. ION 2 WA 10-08 41 , 1 if f, VVVVVV ti AX365/8" M. SHEET 0 FOR) DESCRIPTION DOOR OPNG. WIDTH 39 5/8" MAX. PICAL ANC SEE FOR SP CONCEALED FLUSH BOLTS 3 POINT LOCK ASSnABLY LEVERS AT INSIDE FACE CF STILE ACTIVE LEAF INACTIVE LEAF EXTERIOR JOCK OPTION #1 DOOR DETAILS LTYPICAL ANCHORS W m PRODUCT REVISED m o aS complying with the Florida Y o Building Code NOA-No. 17-1011.02 Z J Expiration Date 09/01/2020 M M 0 N W W N By G N 0 O Miami -Da roduct Control W c ` vo L 6 y U Q pM u W 6 N XX N o z an t? i m i' d a m m N O N M0V 10A i11llF/hl/ tfJJ JI j, K Alfa o U) W a CiEAI$' N Q 161i2i.j o y wm2 jr i;4 -T OF drawing no. 4 \ WA 10-08 41 , 1 if f,VVVVVV ti N mrnSHIM • • o W U M g 4 2BY WOOD UCK OR cD 0 3 DOD UCTURE z o o c>N O La O m S > y m LaG iU r1 n0 $ r 0 ILOoo cr m oNT4J CONCEALED FLUSH BOLTS 3 POINT LOCK ASSnABLY LEVERS AT INSIDE FACE CF STILE ACTIVE LEAF INACTIVE LEAF EXTERIOR JOCK OPTION #1 DOOR DETAILS LTYPICAL ANCHORS W m mSEEELEV. W FOR SPACING vl o U o 0 N W W N r, W O C L 6 y U w Q Q pM u W 6 N o z a n t? i m i' d a m m N M 0 V m i11llF/hl/tfJJ JI j, Alfa o CiEAI$' N o y Iv o jr i;4 -T OF drawing no. 4 \ WA 10-08 41 , 1iff,VVVVVV ti sheet 7 of 12 9/16" MIN. GLVG UiJ i. THROW BOLT PENETRATION 3 KSI CONQ. D 1/2" MIN. THROW BOLT PENETRATION I I I I I I r— TYPICAL ANCHORS EDGE DIST. 13Y SEE ELEVATIONS WOOD BUCK FOR SPACING Sd' A I' o 7C w t TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3 KSI . CONC,o WEEPS -. ., a.. I. • e , ° ;- a e EOGEDIST. i TYPICAL ANCHORS SEE ELEVATIONS O FOR SPACING is m Q x ..1 I 1 I I I I a a I I is 1/2" MIN. THROW BOLT PENETRATION I I I I I I r— TYPICAL ANCHORS EDGE DIST. 13Y SEE ELEVATIONS WOOD BUCK FOR SPACING Sd' A I' o 7C w t TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3 KSI . CONC,o WEEPS -. ., a.. I. • e , ° ;- a e EOGEDIST. i TYPICAL ANCHORS SEE ELEVATIONS O FOR SPACING is m Q x ..1 a W rn a a 1/2" MIN. THROW BOLT PENETRATION I I I I I I r— TYPICAL ANCHORS EDGE DIST. 13Y SEE ELEVATIONS WOOD BUCK FOR SPACING Sd' A I' o 7C w t TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3 KSI . CONC,o WEEPS -. ., a.. I. • e , ° ;- e EOGEDIST. i TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OPERABLE UNIT LaIx 9m fX METAL STRUCTURE j SPECPEC BELOW) 0 m1T. o EDGE DIST. z. Meo h 0 , l) C14 0 3 I m P pUt G IL '9 w 10 w Oo o OWN O. N TYPICAL ANCHORS UJ TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS Q a a Q AFORSPACINGFORSPACING ® 0 QWMEV_ WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING Jf4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 113Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) 3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL' 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPS: 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END a 00 O ao 0o Cj a oU o z o o m ED Q N0c z a t in o° v Q a LO 0vr7._ vcvx' PRODUCT REVISED z z LL as complying with the Florida c o Building Code 6 0 u b NOA-No. 17-1011.02 0 W " w o O Expiration Date 09/01/2020 Z o W o W a d WUr- r Miami-Dad oduct Control 6 MN!'! DOOR DETAILS Cr 111i111l/Jt/ M Pio. 10592 41 ` TATFOF drawing no, 1 S 4`` OR1D?'. •' W10-08 iVAL 1 \\\\ sheet 6 of 12 r SIDELITE MULLION CAPACITY - PSR SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM NOMINAL S DTHWIDTH INCHES LEAF WIDTH INCHES FRAME HEIGHT INCHES SIDELITE W/O REINF. SIDELITE W/ ALUM REINF. EXT,(+) INT.(-) EXT.(+) INT,(-) 24 28 32 36 40 36-3/4 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 63.0 72.0 63.0 72.0 24 28 32 36 40 36-3/4 84 70.0 BO.O 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70,0 80.0 70.0 80.0 70.0 80.0 63.0 72.0 63.0 72.0 24 28 32 36 36-3/4 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 BO.O 70.0 80.0 70.0 80.0 70.0 75.7 70.0 80.0 24 - 28 32 36 36-3/4 96 70.0 74.7 70.0 80.0 70.0 70.1 70.0 80.0 66.0 66.0 70.0 60.0 64.1 64.1 70.0 80.0 ALUMINUM STIFFENER DOOR OPNG. WIDTH 1 t/2" J- 36-5/8" MAX. SINGLE (X) DOOR 73" MAX. DOUBLE (XX) DOOR NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 2 s o W Jco SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 144" OVERALL FRAME WIDTH CLUSTER OF 31 3/8" 12" (4) ANCHORS MAX. Q.L. OPG. 3„ AT HEAD/SILL HEAD TYP. - fF1 \ SILL A I Ik I FLUSH OLT I LOCK OPTIONS 1 OR #2 II r (OPTION #2 SH ) II a i i SEE SHEET 10 N 0 II. I I m I i If \ FLUSH K „ \ BOLT I ACTNE INACTIVE 31 3/8" MAX. I 26 3/4" MAX. I j 26 3/4" MAX. D.L. OPG. D.L. OPG. i !-" D.L. OPG. NOMINAL VAL IIDELITE WIDTH 36 3/4" MAX. U: CHART AT LEFT LEAF WIDTH 1 1/2" 73" MAX. 1 1/2" DOOR OPNG. WIDTH OXXO) TESTED OX, XO, OXX OR XXO CONFIGURATIONS ALSO QUALIFY MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SO. FT. PER FBC 2014 PRODUCT REVISED' as complying with the Florida NOTE: Building Code + GLASS CAPACITIES ON THIS SHEET ARE NO° 17"1011.02 . BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09/01/2020 AND FLORIDA BUILDING COMMISSION By DECLARATORY STATEMENT DCA05-DEC-219 Miami-a Product Control JM REINF, E AS PER CHART ZU.2var-lilt-0 0 i a'o. 70 532 _ „+ TATE OF • drawing no. I11;L 1S `\ sheet 5 of 0 bco ti 03n O M tY2 a 0 E N a o Oo N duhvp>a i j o L 0 rf PSI Z Fr - Ch i F N N zi o Or mDO CJp j cam o v w o.. U w v rn z 000 I S c ¢.- 0 I K) co o A > .m to a3 ; rr - m z o B e to L) O A r7 j e J •C3 Ck 2 F JM REINF, E AS PER CHART ZU.2var-lilt-0 0 i a'o. 70 532 _ „+ TATE OF • drawing no. I11;L 1S `\ sheet 5 of 0 5" MAX. 0 00 0 GLASS TYPES A' & 'D' FRAME WIDTH n IE EXT.(+) INT.(-) 0000•• 0000 28" II 13 0000 24" II x o U Uj 0000•• 0000• O n LL 0000 0000 U1, tlp 0000 0.0• C 0•:•9 n Cr 0 0000• 0000•• M NC 0 0000•• iL 0 p 000• Z) Iota o Q6Srl) 0000•• 0000•• NOTE: 00 5" MAX. SURFACE APPLIED FALSE MUNMNS OR DECORATIVE GRILL MAY BE USED I I I I 1 Q / FIXED LITE (0) LOAD CAPACITY - PSF FIXED LITE DNS. GLASS TYPES A' & 'D' FRAME WIDTH n IE EXT.(+) INT.(-) 24" it It JL--- 70.0 80.0 28" II 13 70.0 80.0 I1 II II c a 24" II x o U Uj 67.4 67.4 36" 64.1 64.1 O O n LL U1, tlp II II n II I] II II I! n Cr 0 W SURFACE APPLIED FALSE MUNMNS OR DECORATIVE GRILL MAY BE USED I I I I 1 Q / FIXED LITE (0) LOAD CAPACITY - PSF FIXED LITE DNS. GLASS TYPES A' & 'D' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) 24" 90" 70.0 80.0 28" 70.0 80.0 32 70.0 80.0 36" 70.0 80.0 24" 96 ` 70.0 75.6 28" 70.0 71.2 32" 67.4 67.4 36" 64.1 64.1 m o 0 J Q Z Mr NQ0. a oe j N WO O O n U1,tlpOpnPed Cr 0 W M NC a O v u CL Z) Iota o Q6Srl) O O n W K a O v k' CL 4)oa. ce NOTE: ZnW- GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 cvnw s PI®,/// O 4 N a PRODUCT REVISED as complying with the Florida k . 70-692 Building Code 1 1 a d n GLASS D.O. DIMS, (SIDELITE) NOA-No. 17-1011.02 D.L.Q.jia a r o Expiration Date 09/01/2020'•` a D.L.O. HEIGHT = SIDELITE HEIGHT — 4.625" TORtD '®l\ drawing no. D.L.O. WIDTH = SIDELITE WIDTH — 4.625" By w1 o—osMiami -Dad roduct Control 71 eet 4 of 191 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/5" MAX. FRAME WIDTH ALUM REINF. @ 2) ANCHORS AT TRANSOM ENDS SINGLE DOORS LOCK OPTIONS 1 OR #2 OPTION #2 SHOWN) SEE SHEET 10 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 76" MAX. LAME WIY O/XX) p oba° 0 N6. a IL xyw' DOORS LOAD CAPACITY - PSP eee SINGLE DOORS WITH TRANSOM (0/X) i 0 O.L.O. HEIGHT = TRANSOM HEIGHT - 4.625" ••• GLASS TYPE GLASS TYPE DOORDOOR04MS. A' a' FRAME LEAF FRAME LEAF EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT 72" 34-3/4" 37-5/8" - 34-3/4 120" 93-3/8" 70.0 80.0 70.0 80.0 1 38-5/8" 36-3/4" 66.3 75.8 1 66.3 75.8 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 76" MAX. LAME WIY O/XX) fAm a p oba° 0 N6. a IL xyw' 4 eee DOUBLE DOORS WITH TRANSOM (O/XX) i 0 O.L.O. HEIGHT = TRANSOM HEIGHT - 4.625" ••• Z h D.L.O. WIDTH = FRAME WIDTH - 4.6875" DOOR ALUM REiNF. s LEAF FRAME IL 0 '16 O INT.(-) EXT..(+) INT.(-) WIDTH J N0 d W HEIGHT HEIGHT 3) ANCHORS 72" 34-3/4" AT TRANSOM ENDS ATAT 4-1/2" O.C. DOUBLE DOORS Q; O I- 0 M t 70.0 71.6 70.0 71.0 fAm a GLASS O.L.O. DIMS. (TRANSOM) p oba° 0 N6. a IL xyw' DOORS LOAD CAPACITY - PSR eee DOUBLE DOORS WITH TRANSOM (O/XX) eeee• O.L.O. HEIGHT = TRANSOM HEIGHT - 4.625" ••• GLASS TYPE GLASS TYPE D.L.O. WIDTH = FRAME WIDTH - 4.6875" DOOR DIMS. A' AB, FRAME LEAF FRAME LEAF EXT.(+) INT.(-) EXT..(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT 72" 34-3/4" 120" 93-3/8" 70.0 71.6 70.0 71.0 76• 36-3/4" 66.3 70.0 66.3 70.0 GLASS O.L.O. DIMS. (TRANSOM) p oba° 0 N6. a IL xyw' eee eeee• O.L.O. HEIGHT = TRANSOM HEIGHT - 4.625" ••• eee.• D.L.O. WIDTH = FRAME WIDTH - 4.6875" 00 oe' e • e • * 4 e • v e me000004a0 e . o w e • lL W p• • • a 3 c40 S LZ rn I C5 coo O'n O 3 t o 1 to Q 0 O n o J 'AU" C4 = PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-1011.02 Expiration Date 09/01/2020 W g i y rt O O n Mia i -Da roduct Control o, W F ZC9 Q W W NOTE: y o CL GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION r vl V] h r, DECLARATORY STATEMENT DCA05—DEC-219a2NN T -C4 6a O O O O 10 0 U D W li L1 CIS t + • i!NW 70692 N a o a Sl. : ` v of •o R0, AITEaF • drawing no. W1 0-08 11110\\\ sheet 3 of l2 5" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME WIDTH 12" MAX ELL 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8" DOOR OPNG, W. X) 5" MAX. 4EAD/SILL CORNERS in SURFACE APPLIED o FALSE MUNTINS OR 1° v DECORATIVE GRILL SINGLE DOORS WITHOUT TRANSOM (X) z zm tto 1• DIMS. fn M m FRAME LEAF FRAME LOCK OPTIONS so EXT.(+) 1 OR #2 WIDTH WIDTH OPTION #1 SHOWN) HEIGHT 76' 36-3/4" SEE SHEET 10 75.8 0 34-3/4" 96„ 93-3/8" 70.0 80.0 70.0 80.0 39-5/8" 36-3/4- 66.3 75.8 166.3 t SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME WIDTH 12" MAX ELL 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8" DOOR OPNG, W. X) 5" MAX. 4EAD/SILL CORNERS in SURFACE APPLIED o FALSE MUNTINS OR 1° v DECORATIVE GRILL SINGLE DOORS WITHOUT TRANSOM (X) MAY BE USED FRAME LEAF FRAME LEAF z - uo LJ z DIMS. fn M m FRAME LEAF FRAME LOCK OPTIONS EXT.(+) Ilif.(-) EXT.(+) 1 OR #2 WIDTH WIDTH OPTION #1 SHOWN) HEIGHT 76' 36-3/4" SEE SHEET 10 75.8 37-5/8" 0 m .7 z ffi SURFACE APPLIED o FALSE MUNTINS OR 1° v DECORATIVE GRILL SINGLE DOORS WITHOUT TRANSOM (X) MAY BE USED FRAME WIDTH 12" MAX. HEAC SILL LOCK OPTIONS\ 1 OR #2 OPTION #1 SHOV SEE SET 10 FLUSH BOLT INACTIVE 26 3/4" MAX. I 26 3/4" MAX. D.L. OPG. f D. L. OPG. 36 3/4" MAX. LEAF WIDTH 73" MAX. DOOR OPNG. WIDTH XX) HEAD & SILL ANCHORS AT STILE ENDS 4) AT 3" O.C. DOORS LOAD CAPACITY - PSF DOUBLE DOORS TSITHOUT TRANSOM (XX) DOORS LOAD CAPACITY - PSF GLASS TYPE GLASS TYPE DOOR DIMS. SINGLE DOORS WITHOUT TRANSOM (X) B• FRAME LEAF FRAME LEAF GLASS TYPE GLASS TYPE EXT.(+) DOOR DIMS. A' B' FRAME LEAF FRAME LEAF EXT.(+) Ilif.(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT 76' 36-3/4" 66.3 75.8 37-5/8" 34-3/4" 96„ 93-3/8" 70.0 80.0 70.0 80.0 39-5/8" 36-3/4- 66.3 75.8 166.3 75.8 FRAME WIDTH 12" MAX. HEAC SILL LOCK OPTIONS\ 1 OR #2 OPTION #1 SHOV SEE SET 10 FLUSH BOLT INACTIVE 26 3/4" MAX. I 26 3/4" MAX. D.L. OPG. f D. L. OPG. 36 3/4" MAX. LEAF WIDTH 73" MAX. DOOR OPNG. WIDTH XX) HEAD & SILL ANCHORS AT STILE ENDS 4) AT 3" O.C. DOORS LOAD CAPACITY - PSF DOUBLE DOORS TSITHOUT TRANSOM (XX) z GLASS TYPE GLASS TYPE DOOR DIMS. A' B• FRAME LEAF FRAME LEAF EXT (+) INT.(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT UN^ 72' 34-3/4" 96" 933/8" 70.0 80.0 70.0 80.0 76' 36-3/4" 66.3 75.8 1 66.3 75.8 GLASS D.L.D. DIMS. D.LO. HEIGHT = FRAME HEIGHT - 12" D.L.O. WIDTH (X DOORS) a FRAME WIDTH - 12.875" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.50")/2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.02 Expiration Date 9/01/2020 By mlarfil- DaWprocluct Control pa 1> o t O zal z 'w r q 0 0 N U O W C4 S N Q H ti• UN^ a iL00 G aQW= LU 0 o o Oo Ln U M•' U E3 v ,n upas v>o 3 3 M CO O a7 n arm M E i Ln D OU7 bJ' Z .--0NSM 1- 70592 e L-IIJ kajLajp r II 1 I;STEOF drawing no. s® V°A• ® W1 0--08 i 11 JI jail' 1\\\\\sheet 2 of 12 1/8" HEAT STREWD GLASS 090" Interloyer Trosi#ol PVB By 'Kurcray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 z z Lar 20 3 \ o 25 11 / GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS GLAZING OPTIONS 3/16" HEAT STREN'D GLASS 090" Interlayer Trosiiol PVB By 'Kuroray America, Inc: 3/16' HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 z o rn 20 ji 25 j 11 % GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS AT 1/4 POINTS ON LITES is WIDER THAN 36" ONLY 7 GLAZING DETAIL AT SIDELITE/TRANSOM a I o_ o 1W 10 p U N BSM t a p' 2 Mn o p ada A yO Na IyiY &Z0 N QLaa IF THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Z I SHUTTERS ARE NOT REQUIRED. 1 O g W. TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING- AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.02 Expiration Da /01/2020 By Mlaml-Dad roduct Control ALUMINUM OUTSWING ENTRANCE DOOR 00000 SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. No. 70592 0 o m SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEEj•,j, o SINGLE (0) SIDELITE SEE SHEET 4. • • • • o00 SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. • v LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR.•.•. t•..' a •• • SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. ; ' t2 u - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION •• z 06 3 RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I S M REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDfNG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). z o > 3 .c n 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE g LO aDESIGNEDANDINSTALLEDADEQUATELYTOTRANSFERAPPLIEDPRODUCTLOADSQNT TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING- AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.02 Expiration Da /01/2020 By Mlaml-Dad roduct Control No. 70592 o a F AX drawing no. 4Ci IST'OF t•..' sheet 1 of 12 YORA. Wmm% 5/29/2018 Florida Building Code Online ow _ • r o e - ' f y ''r{ yrs1*a{ _ y BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications FBC Staff BCIS Site Map Links Search f Flo la r i Product Approval 7 USER: Public User Product Approval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL23507 New 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL23507 RO COI (a) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E84 2000 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtnDFSInZKXOhotL8TS3iRJ52oY3faaQAI wJFjVZuP3fgp/o3dp/o3d 1/5 RW Sub Category Manufacturer Product Name Swinging BC Therma-Tru Profiles and Traditions Exterior Exterior Door 118 Industrial Drive. Wood Edge Opaque Steel Single Door R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Therma-Tru Profiles and Traditions Exterior Exterior Door 118 Industrial Drive. Wood Edge Opaque Steel Single Door Doors Assemblies Edgerton, OH 43517 Inswing/Outswing 419) 298-1740 Impact-HVHZ" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, per Rule 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind borne protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -23507.1 require further engineering analysis by a licensed engineer or registered architect. 7. OUtswing configurations using Sill numbers 16,17,18, & 31 meet the water infiltration requirements for the "HVHZ'. All other configurations do not meet the water infiltration requirements for the "HVHZ' and Shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of the canopy or overhang to sill is less that 45 degrees. 8. See drawing FL -23507.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460144 ETC 01-741-10639.0 ETC 01-741-10622.0 2. Drawing No. No. FL -23507.1 3. Calculations Anchoring Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4• Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. 4 Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab., Inc Lyndon F. Schmidt, P.E. ETC Laboratories Wendell Haney, P.E. ETC Laboratories Joseph Doldan, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. e Signed & Sealed by me® ,•' ••°•°,f ®®® Lyndon F. Schmidt, P.E. oo :\ C i='VP e, •' o r • ° No 43409 STATE OFC) ° l Ei i `D 1*® es® logoAeas Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 f# i BILL OF MATERIALS DESCRIPTION 1X BUCK (SG >= 0.42) 2X BUCK (SG >= 0.42) 1 /4" MAX. SHIM SPACE 1/4!'X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3/16" X 3-1 /4" ITW CONCRETE SCREW 114'X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW 10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) 3/16" X 2-1 /4" ITW CONCRETE SCREW 3/16" X 2-3/4" ITW CONCRETE SCREW JAMB (FINGER JOINT PINE) WEATHERSTRIP (MEDIUM REACH) WEATHERSTRIP (LONG REACH) SWEEP I• SV+,;EEP (USE w/ MODERATE CLIMATE THRESHOLD SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) UWiLIC ACCESS THRESHOLD MTSWING THRESHOLD Q TSWING THRESHOLD TSWING THRESHOLD 983c 3/4" PFH WOOD SCREW 10 x 3/4" PFH WOOD SCREW t0 x 1" PFH WOOD SCREW aH CLQ ''d b 0002jD1q LELJ a b H rl f a 0000235304 MATERIAL WOOD WOOD STEEL CONCRETE STEEL STEEL STEEL STEEL STEEL WOOD FOAM FOAM VINYL VINYL VINYL ALUM ALUM/COMP ALUM/COMP ALUM/COMP STEEL STEEL STEEL BILL OF MATERIALS REM # DESCRIPTION 25 #8 x 2-1 /2"PFH WOOD SCREW 26 #8 x 5/8" PFH WOOD SCREW 27 LATCH STRIKE PLATE 28 DEADBOLT STRIKE PLATE (STANDARD) 28A DEADBOLT SUB STRIKE PLATE 28B DEADBOLT STRIKE PLATE (SECURITY) 29 4!'X 4" HINGE 31 OUTSWING THRESHOLD 32 INSWING THRESHOLD 33 INSWING THRESHOLD 34 INSWING THRESHOLD 35 INSWING THRESHOLD 36 INSWING THRESHOLD 37 INSWING THRESHOLD 38 INSWING THRESHOLD 39 INSWING THRESHOLD 40 DOOR PANEL (BOOK) - "PROFILES" SERIES 41 DOOR PANEL (HYBRID) - "PROFILES" SERIES 42 DOOR PANEL (U 1) - "PROFILES" SERIES 60 DOOR PANEL (BOOK) -'TRADITIONS" SERIES 61 DOOR PANEL (HYBRID) -'TRADITIONS" SERIES 62 DOOR PANEL (U1) -'TRADITIONS" SERIES 0 L CD] MATERIAL STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP m r -0 C9 xZ4 N E E p m, O C C o t J fW M O LO m m y It m D:aa lC: 6 U O 0 cw o° U D0 a CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: MIN CLEARANCE :::MIN 1. LEARANCE` ANCHOR ANCHOR MINI. EMBEDMENT. TO .M..- A... S.ONRY ........7....O ADJACENT TYPE SIZE fDGE. ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW 0 3/16" 1-1/4" AS SHOWN 1-1/7 TOPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. DATE: 10/ 11 /17' SCALE: N.T.S. DWG. BY: fly CHK. BY: LFS - DRAWING NO.: FL -23507.1 SHEET 12 OF U - z NFz Q J Inz 0 0 EDZ i z o y N aIJ in 00 0 v' z— 0 N• z Owz v I •• J MQg .L , n0coCO yEn m r -0 C9 xZ4 N E E p m, O C C o t J fW M O LO m m y It m D:aa lC: 6 U O 0 cw o° U D0 a CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: MIN CLEARANCE :::MIN 1. LEARANCE` ANCHOR ANCHOR MINI. EMBEDMENT. TO .M..- A... S.ONRY ........7....O ADJACENT TYPE SIZE fDGE. ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW 0 3/16" 1-1/4" AS SHOWN 1-1/7 TOPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. DATE: 10/ 11 /17' SCALE: N.T.S. DWG. BY: fly CHK. BY: LFS - DRAWING NO.: FL -23507.1 SHEET 12 OF U - z NFz Q J Inz 0 0 EDZ i z o y N aIJ r 3 v Ln LL n O N 0 LnN G 0 z O a E N x o O 0 2 Ln U S O O M N J LL N 0 a CL a 2 a t O Z W h Z w M w L N C v 7.59" 7.5' U') LO 3 i 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 11 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75' 34 INSWING THRESHOLD Inswing Moderate Climate Sill 1-3/8" 5.75" 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" — x INSWING THRESHOLD 36 Inswing Basic Fixed 5-3/4" Sill INSWING THRESHOLD 37 Inswing Basic Fixed 7-1 /7' Sill 4.56" 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill f bo CIR 4.56" S OUTSWING Threshold coastal 5 PUBLIC ACCESS THRESHOLD LO 4.56" 0 F-- 2.36" --I WOOD JAMB 5.83" OUTSWING THRESHOLD* 16 Composite Sill 4.56" 0 OUTSWING THRESHOLD* Composite / Aluminum Sill A. •'• Q•• b p i N L.! = M J =6M 0* 6 * 8. <=z Jr u- c z N 7 z M a .` o; LO h.{ o M 00 Z 111• U N •• Tom.. O v v U x Z ) Ern Z_ O C Ia1l\ N r' 7 m a: az m r U E cZ O v cW r ti o ->J,a I r 3 v Ln LL n O N 0 LnN G 0 z O a E N x o O 0 2 Ln U S O O M N J LL N 0 a CL a 2 a t O Z W h Z w M w L N C v 7.59" 7.5' U') LO 3 i 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 11 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75' 34 INSWING THRESHOLD Inswing Moderate Climate Sill 1-3/8" 5.75" 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" — x INSWING THRESHOLD 36 Inswing Basic Fixed 5-3/4" Sill INSWING THRESHOLD 37 Inswing Basic Fixed 7-1 /7' Sill 4.56" 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill f bo CIR 4.56" S OUTSWING Threshold coastal 5 PUBLIC ACCESS THRESHOLD LO 4.56" 0 F-- 2.36" --I WOOD JAMB 5.83" OUTSWING THRESHOLD* 16 Composite Sill 4.56" 0 OUTSWING THRESHOLD* Composite / Aluminum Sill 5.75" LoZ Of- f i 18 OUTSWING THRESHOLD* Composite / Aluminum Sill Thermal Break) U Max. Positive Design Pressure = +55 PSF N Where water infiltration i% required)-,_ Q J in w DATE: 10/11/17 z SCALE: N.T.S. o Ur j I DWG. BY: JK ¢1 i --1.79" — t f-1.92 _ — 2.06" CHK. SY: LFS 3 LO CD b DRAWING NO.: 0 8 SWEEP 9 SWEEP j0 SWEEP 6 FL -23507.1 a SHEET 11 of12 a A. •'• Q•• b p i N L.! = M J =6M 0*6 * 8. <=z Jr u- c z N 7 z M a .` o; LO M o M 00 Z111• U N •• Tom.. O v v U x Z ) Ern Z_ O C Ia1l\ N X C am c WU '* JdNM Utm7 m a: az m o U E cZ O v cW o ->J,a 5.75" LoZ Of- f i 18 OUTSWING THRESHOLD* Composite / Aluminum Sill Thermal Break) U Max. Positive Design Pressure = +55 PSF N Where water infiltration i% required)-,_ Q J in w DATE: 10/11/17 z SCALE: N.T.S. o Ur j I DWG. BY: JK ¢1 i --1.79" — t f-1.92 _ — 2.06" CHK. SY: LFS 3 LO CD b DRAWING NO.: 0 8 SWEEP 9 SWEEP j0 SWEEP 6 FL -23507.1 a SHEET 11 of12 a BUCK BUCK ECT TO SONRY X BUCK 25 X BUCK G ECTTO M SONRY KWkset 2xBIfCKL txt:u k. G DIREQJO. M MASONRY 28 • • T_ x LATCH & DEADBOLT DETAIL DIRECT TO MASONRY DEADBOLT STRIKE DETAILS Security Deadbolt Strike Plate) SUB STRIKE PLATE 22 BUCK25 BUCK G p 27 CT TO M ONRY LATCH & DEADBOLT DETAIL Schlage TCH & DEADBOLT STRIKE DETAILS Standard Deadbolt StrikmPlate) SEE LATCH DEADBOLI DETAIL STRIKE JAMB Latch and Deadbolt SEE HINGE DETAIL (TYP.) a_ °- O 0 cc co 0 LL- LL- L" NO NO Cx O Low Cio En W N m N HINGE JAMB HINGE DETAIL ZX BUCK I X BUCK DIRECT TO AASONRY 0 ' 'o 0) VLo L• M 1 o" J V M 0 -J LL ACI,: 0`- O a? F'r-tM V) Z o Co o O M Z o U N ; v O x Z q EZ no U rn p U,0* 0 p oaM a.amm C {l 0Zo cw o i o0 0 r wrr 2 w 's tiV) N Of- a U U of Q a a DATE: 10/11/17. z SCALE: N.T.S. DWG.. BY: JK CHK. BY: LFS DRAWING NO: 0: FL -23507.1 0 SHEET 10 OF 12 N O Z 0 N V 0 O HINGE DETAIL ZX BUCK I X BUCK DIRECT TO AASONRY 0 ' ' o 0) VLo L• M 1 o" J V M 0 -J LL ACI,: 0`- O a? F'r-tM V) Z o Co o O M Z o U N ; v O x Z q EZ no U rn p U,0* 0 p oa M a.amm C {l 0Zo cw o i o0 0 r wrr 2 w 's tiV) N Of- a U U of Q a a DATE: 10/11/17. z SCALE: N.T.S. DWG.. BY: JK CHK. BY: LFS DRAWING NO: 0: FL -23507.1 0 SHEET 10 OF 12 N 4' (TYP.) 2X BUCK V HEAD & JAMBS TYP-) 60 PSF MAX 7 a MASONRY RyP.) 2X BUCK ANCHORING 4" (TYP.) HEAD & JAMBS TYP.) 70 PSF MAX 2X BUCK ANCHORING U O 4 d Q°• i rn Lf) s 6 . re) Z -firZ- a0, O z OSP orn ice• Q 3) #8 x 2-1 /Z' 1 i•'• ... yy` i J > 0 o FH WS 'i C5 o JAMB TO HEAD DETAIL f U N z TYP.) d 0x Z q O U 0) — m I • J N a c0 0 m aUs} J 0 W V) 0 m a: ww m EOZ j 1X BUCK U O o C 4j w o° 3`n: 4 d O 2X BUCK...... I • J r.•••, J ww m j 1X BUCK w Q BUCK M DIRECT TO oo 01 :•: a Y.. MASONRY o O•• N•••••• o FRAME a HEAD &JAMBS kTYP.) FRAME ANCHORING s DATE: 10/17/17 z SCALE: N.T.S. ` DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: Q FL -23507.1 c C SHEET 9 OF 12 t bm #'s 17, 18, 32, 34, 35, 36, 37, 38 &39 are attached to jambs w/ (3) #8 X 2-1 /7' pfh screws at each end. am #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. am #115 is attached to jambs utiliang (2) #10 X 2" pph screws at each end. EXTERIOR Nu SEE NOTE 1 INTERIOR EXTERIOR INTERIOR 00 8 60 61 62 32 38 39 SEE NOTE 1 E SEE NOTE 1 D n r • O O U Q; P a D 00) P i ; I • •• Q L p[ M J O t 0 00 p•• 000 i'I lil A%` z om o 11111m oz n EXTERIOR Nu SEE NOTE 1 INTERIOR EXTERIOR INTERIOR 00 8 60 61 62 32 38 39 SEE NOTE 1 E SEE NOTE 1 D n Q O O U Q; rnr. to P a D 00) P i ; I • •• Q L p[ M J O t 0 00 p•• EXTERIOR i'I lil A%` z om o 11111m U (V •: Z oz XZV m rpnNa p m W O'* J 0 EL m aa[t CD 0 33 34 35 36 37 0 o Ta E D P 0 J 1 VERTICAL CROSS SECTION Inswing Sill INTERIOR P167 17 fi8 D P D P D D D ° 3 VERTICAL CROSS SECTION 11Outswing Sill E D P' C) D P ° D pCo S LI W 2ti rn ()::Z 2 VERTICAL CROSS SECTION Inswing Sill EXTERIOR INTERIOR M` l In Z-1j L0 M. - P -jAPIC n Q O O U Q; rnr. to P a 00) i ; I • •• Q L p[ M J O t 0 00 p•• EXTERIOR i'I lil A%`z om o 11111m U (V •: Z oz XZV mrp n N a p m W O'* J 0 EL m aa[t CD 0 33 34 35 36 37 0 o Ta E 0 J D P' C) D P ° D pCo S LI W 2ti rn ():: Z 2 VERTICAL CROSS SECTION Inswing Sill EXTERIOR INTERIOR M` l In Z-1 j L 0 M. - P - j APIC 4 VERTICAL CROSS SECTION High Dam Sill n Q O O U o D P a D 4 VERTICAL CROSS SECTION High Dam Sill o Mr 10/11%17 E: N.T.S. BY: ;,JK- [ BY: LFS' WING NO.: [ FL -23507.1 Er 8 of 12 n Q O O U o aa o Mr 10/11%17 E: N.T.S. BY: ;,JK- [ BY: LFS' WING NO.: [ FL -23507.1 Er 8 of 12 di a L, C) w m rn N J LL C) o 0 In M N J G z 0 m CL v E o 0 iu W 0 n 0 rn N J f CL 0_ a v 0 L m O lQ% L 3 Z W r 04 CL E d i N C d V E 1.5.. MAX. C 1 60 61 62 40 41 42 EXTERIOR INTERIOR 1VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF E 1.5" W41 10 Q to N J zu-mZ 7 z 41' 0'zp orn di a L, C) w m rn N J LL C) o 0 In M N J G z 0 m CL v E o 0 iu W 0 n 0 rn N J f CL 0_ a v 0 L m O lQ% L 3 Z W r 04 CL E d i N C d V E 1.5.. MAX. C 1 60 61 62 40 41 42 EXTERIOR INTERIOR 1VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF E 1.5" W41 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 1-1/4" MIN. EMB. (TYP.) 3-' HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16' jamb EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 1-1/4" MIN. EMB. (TYP.) 5 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 1 Q O.• to N 4g' M i ^V M zu-mZ 7 z 41' 0'zp orn C G` ZZ 0 111 iC/ y J O tMp m INTERIOR r N r+ Q O:2 0 X Z o Ern z m 03 N N o N Z U LO Z 60 61 62 40 41 42 Of oo e D UQCc Cr N M o r. a M N M o I1 /4"MIN. w. 1' 1hB. (TYP.) EXTERIOR U • Crz p i I E 16° X • • E 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 1-1/4" MIN. EMB. (TYP.) 3-' HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16' jamb EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 1-1/4" MIN. EMB. (TYP.) 5 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 1 INTERIOR z to 60 61 62 w 40 41 42 N 0 w Q d EXTERIOR E z Z M 1-114"MIN. DATE: 10/11/17 EMB. (TYP.) Ste: N.T.S. 6 HORIZONTAL CROSS SECTION DWG. BY: X 7 Shown Direct to Masonry CHK. BY: LFS Outswing only w/ 6-9/16' jamb DRAWING NO.: FL -23507.1 SHEET 7 OF 12 O.• to N 4g' M i ^V M N o zu-mZ 7 z 41' 0'zp orn Y •. G` ZZ 0 111 iC/ y J O tMp m ZM CD Z U N r N r+ Q O:2 0 X Z o Ern z m 03 CL =O 0 C W L m 0. Dr- o U E oZ 0 C l, 1 Of z Qo UQCc Cr Wim. r. V • w m QL• m _ w. aj zoOF--•• Q NS U • Crz p X • • d • 4 L Q Zr).. mLQ INTERIOR z to 60 61 62 w 40 41 42 N 0 w Q d EXTERIOR E z Z M 1-114"MIN. DATE: 10/11/17 EMB. (TYP.) Ste: N.T.S. 6 HORIZONTAL CROSS SECTION DWG. BY: X 7 Shown Direct to Masonry CHK. BY: LFS Outswing only w/ 6-9/16' jamb DRAWING NO.: FL -23507.1 SHEET 7 OF 12 0000•• C Lr 000.0• 4 t 0000•• 0000•• r 0000•• 1-1/4" MIN. EMB. (TYP.) A 1 X Buck to be secured to masonry by others INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) e n ° m o p o O W40 41 42 60 61 62 6 1 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) C 3 HORIZONTAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) jj I U1 Ur/ A Va I U 0oi Ln U m LWT M AvUfW oil`? L 7 N z z 0 Q 0; M O Uj w w Lo N r7 O cn o ( 0° z r m U N v v O x z Q O N E Ern zmoci ry l ID a U0 C Wa m a. M C m It m-a.arL LL a. S U E oz° 0 o C 4.1 0 a MIN. TYP.) 10/11/ 17j LE: N.T.S. - BY: JK - BY: LFS 3 WING NO.: FL -23507. I Er 6 of 12 E Y I U U m F- Q X O o r z g m O Uj w w Lo U) O cn C,Lo( n O 0 O U a a. 10/11/17j LE: N.T.S. - BY: JK - BY: LFS 3 WING NO.: FL -23507. I Er 6 of 12 E 3 r CD M M N J LL 0 n 0 Lf) M N J N LV z F V cQ C N S 7 o 0 a N 0 Lu W 0 0 0 M N J LL N f O a Q Q o v O a. O LL a z W z Q cy- J - W s °- E v L C a u W 1-1/4" MIN. EMB. (TYP.) 4 D4 4 D d 4 D d 0.1YC-SINK INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 VERTICAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) 0 Li B 1.15' MIN. EMB. (TYP.) Y I w U 3 r CD M M N J LL 0 n 0 Lf) M N J N LV z F V cQ C N S 7 o 0 a N 0 Lu W 0 0 0 M N J LL N f O a Q Q o v O a. O LL a z W z Q cy- J - W s °- E v L C a u W 1-1/4" MIN. EMB. (TYP.) 4 D4 4 D d 4 D d 0.1YC-SINK INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 VERTICAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) 0 Li B 1.15' MIN. EMB. (TYP.) D D a 0.15'C -SINK nP) La D D p a D a a D 6 a . D 4 INTERIOR e a° 0 D a D a EXTERIOR 40 41 42 27 60 61 62 1 1-1/4"MIN. BOB. (TYP.) 3 HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) Y J U U 0000 LO o ttl CY 5 'K tail Z' z N : z O CIO Fs OM i i i/`` z 066) Imo'// • W j' II//1.1111 O M z Li U N Nn• v U x z Q E Eo z MO U CO n zo 3 c W NM 50rm o O a M n.aLA- 00.00• oz Q U • U O E cw C 3 n: D D a 0.15'C -SINK nP) La D D p a D a a D 6 a . D 4 INTERIOR e a° 0 D a D a EXTERIOR 40 41 42 27 60 61 62 1 1-1/4"MIN. BOB. (TYP.) 3 HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) DATE: 10/11/17 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -23507.1 SHEET 5 OF 12 y Y 0 M Y J U U 0000 F= - m 0000 tail CIO 00:00 J " • W C) j000000000M Li Yi. Nn• 0000.. I— • •• U • • o O 4 .• 00.00• OQ: • Q U • 0 0 ccs DATE: 10/11/17 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -23507.1 SHEET 5 OF 12 y Y 0 M 6 /\ 7 5 /\,, 6 A, 7 A, 7 ELEVATION X 5A\6/\7/\7 SEE HARDWARE CHART PROFILES/TRADITIONS Steel Door Panel Options Panel options shown are for illustration and are representative only similar opaque panel configurations are allowed) v O• n ,.S N.o o ice•. a . rnM moi/ • • .... L y\ >° CO rjJONo C z Y 0D Z; c, j L E a, z a03 a Dw. NM 5O.0cm d man. r L= OC 6 O U O n Clil 13 JT 0_ ILA 0 1 2 3 4 00.0 8 8 8 / 8 ELEVATION X 5A\6/\7/\7 SEE HARDWARE CHART PROFILES/TRADITIONS Steel Door Panel Options Panel options shown are for illustration and are representative only similar opaque panel configurations are allowed) Dr C3 C) 0 o J M ww tit Q U0o O M a CL a DATE. 10/ 11;/ 17 SCALE: N.T.S. _ DWG. BY: JK - CHK. BY: LFS" DRAWING NO.: FL -23507.1 SHEET 4 OF 12 v O• n ,.S N.o o ice•. a . rnM moi/ • • .... L y\ >° CO rjJONoC z Y 0D Z; c, j L E a, z a03 a Dw. NM 5O.0cm d man. r L= OC 6 O U O n Clil 13 JT 0_ Dr C3 C) 0 o J M ww tit Q U0 o O M a CL a DATE. 10/ 11;/ 17 SCALE: N.T.S. _ DWG. BY: JK - CHK. BY: LFS" DRAWING NO.: FL -23507.1 SHEET 4 OF 12 GUTGQinQ r— 2.625' 36.0" MAX. 35.813" MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH 2 2 3 3 3 ' Am0 3 ao _ . Z` i a CR y J r• VZ i in w oA• Q.4. J GUTGQinQ r— 2.625' 36.0" MAX. 35.813" MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH 2 2 3 3 3 ' Am0 3 N N D D 01 01 DOOR PANEL DOOR PANEL 60 BOOK 61 Hybrid Door - DITIONS" SERIES DOOR PANE! S1DOR SKIN: 25 GA. (0.018" MIN. THICKNESS, Fy = 27,830 PSI MIN.) FCORE: POLYURETHANE FOAM (1.9 PCF MIN.) LATCH STILE WOOD) 35.813" MAX. DOOR PANEL WIDTH 2 3 to ao _ .Z` i a CR y iV,•• 7 z H• VZ i in w oA• Q.4. J 0 N 1 CD O U 0 U) Q o o Q LU a W 2 J JLQ W W U') I Q, 1 f o o x f xQ N N D D 01 01 DOOR PANEL DOOR PANEL 60 BOOK 61 Hybrid Door - DITIONS" SERIES DOOR PANE! S1DOR SKIN: 25 GA. (0.018" MIN. THICKNESS, Fy = 27,830 PSI MIN.) FCORE: POLYURETHANE FOAM (1.9 PCF MIN.) LATCH STILE WOOD) 35.813" MAX. DOOR PANEL WIDTH 2 3 to P 6011) oor OR PANEL TOP RAIL WOOD) FOAM CORE EXTERIOR STEEL DOOR BOTTOM RAIL COMP.) ao _ . Z` i a CR y iV,•• 7 z H• VZ i in w oA• Q.4. J 0 N 1 CD O P 6011)oor OR PANEL TOP RAIL WOOD) FOAM CORE EXTERIOR STEEL DOOR BOTTOM RAIL COMP.) INTERIOR ao _ .Z` i a CR y iV,•• 7 z H• VZ i in w oA• Q.4. J 0 N CD O U 0 INTERIOR I 1J 2 VERTICAL CROSS SECTION 3 00.00 J' O i a•; . ci M 00) y48 Qv Oi M z o co d p U N Z cD x 0 Z O U p NUM0 O o a maJo- m D ly CZO ^ , C W f.Y' JTd CR I 1J 2 VERTICAL CROSS SECTION 3 00.00 J' O i a•; .ci M 00) y48 Qv Oi M z o co d p U N Z cD x 0 Z O U p NUM0 O o a maJo- m D ly CZO ^ , C W f.Y' JTd DATE: 10/11/17 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -23507.1 SHEET 3 OF 12 H• in w oA• Q.4. J U) Q o o Q CL a DATE: 10/11/17 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -23507.1 SHEET 3 OF 12 34" v I HINGE STILE WOOD) EXTERIOR 2.62s' INTERIOR 1 HORIZONTAL CROSS SECTION Z LOCK BLOCK 10.38" LONG (WOOD) LATCH STILE WOOD) 36.0" MAX. 35.813" MAX. 35.813" MAX. DOOR DOOR DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH r Z •• 0 2 0 2 t S S L •• 0 0 ti •4 w w' T w n w `n Q Z Q cy C O O c .010 0 0 X j o X 0 o X C CSV O D D D 4 DOOR PANEL DOOR PANEL DOOR PANEL BOOK 4 Hybrid Door 42 Ul Door FILES" SERIES DOOR PANEL OOR SKIN: 24 GA. (0.022" MIN. THICKNESS, Fy = 48,470 PSI MIN.) FCORE: POLYURETHANE FOAM (1.9 PCF MIN.) i o;it`z Jn rn i rte,: 0 Zvi toa MO ; 6 j U N ; 1 x Z Q i K m m - U inM o=a m a a LL 6 0 c t. 1 JTd J 4 wo 4. o Q C.). z z LLJ L Q N U er" a 0 O i o;it`z Jn rn i rte,: 0 Zvi toa M O ; 6 j U N ; 1 x Z Q i Km m - U inM o= a m a a LL 6 0 c t. 1 JTd J 2 VERTICAL CROSS SECTION Z 0 N w Z Q J DATE: 10/11117 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -23507.1 OF o wo Q Z z LLJ L Q U yQ O Q o EXTERIOR INTERIOR ate. a 2 VERTICAL CROSS SECTION Z 0 N w Z Q J DATE: 10/11117 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -23507.1 OF a 0 N C, 3 a o Ln N J C. C. 0 Ln mN J LL N U Z ccQ M Q z W THERMANTRU° DOORS Profiles N & Traditions WOOD EDGE OPAQUE STEEL SINGLE DOOR INSWING/OUTSWING IM PACT' GENERAL NOTES 1. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using Sill numbers 16,17,18 & 31 meet the water infiltration requirements for the HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. C a C, a TABLE OF CONTENTS SHEET # DESCRIPTION SHEET # DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details "Profli es° 8 Vertical Cross Sections (Thresholds) 3 Door Panel Details'Troditionf 9 Buck & Frame Anchoring 4 Elevations 10 Hardware Details 5 Horizontal & Vertical Cross Sections (2X Buck) 11 Components 6 Horizontal & Vertical Cross Sections (1 X Buck) 12 Bill of Materials C a C, a CONFIGURATION FRAME WIDTH DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSP) OUTSWING z Q h z O NEGATIVE 6 _ Iw N_= 0 UjQ:EU_ Mc LL_ X 67.0 67.0 67.0 CONFIGURATION DOOR PANEL DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSP) OUTSWING POSITIVE NEGATIVE POSITIVE rn TRADITIONS" 67.0 67.0 67.0 67.0 z PROFILES" 75.0 75.0 __r+75.0 O it pQ lll 11 W • J J N f•iAM LU W Ln W a 0 U O CONFIGURATION DOOR PANEL DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSP) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE x TRADITIONS" 67.0 67.0 67.0 67.0 I—x PROFILES" 75.0 75.0 __r+75.0 O it 75.0 rn LO Xt Mo; J_ci O Q—z 00) rn vi Z 0a; CR 00M D 01 Z0000 UN •; Z v 0 XZQ Ern z 0 m y oa Co oz w DATE. 10/11/17 SCALE: N.T.S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL -23507.1 SHEET 1 OF 12 W z c o in z w O it W • J J M f•iAM LU W Ln W U p Q 2 Q a- Q. a 4 DATE. 10/11/17 SCALE: N.T.S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL -23507.1 SHEET 1 OF 12